SEAWAT Version 4 U.S. GEOLOGICAL SURVEY MODULAR FINITE-DIFFERENCE GROUND-WATER FLOW MODEL VERSION 4.00.05 10/19/2012 This model run combines GLOBAL and LIST output into this single file. GLOBAL LISTING FILE: imod-wq_tmp/seawat1.list UNIT 10 OPENING imod-wq_tmp/seawat1.bas6 FILE TYPE:BAS6 UNIT 11 STATUS:OLD FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING imod-wq_tmp/seawat1.dis FILE TYPE:DIS UNIT 15 STATUS:OLD FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING imod-wq_tmp/seawat1.lpf FILE TYPE:LPF UNIT 20 STATUS:OLD FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING imod-wq_tmp/seawat1.oc FILE TYPE:OC UNIT 21 STATUS:OLD FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING imod-wq_tmp/seawat1.pcg FILE TYPE:PCG UNIT 22 STATUS:OLD FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING imod-wq_tmp/seawat1.rch FILE TYPE:RCH UNIT 23 STATUS:OLD FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING imod-wq_tmp/seawat1.vdf FILE TYPE:VDF UNIT 26 STATUS:OLD FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING imod-wq_tmp/seawat1.adv FILE TYPE:ADV UNIT 29 STATUS:OLD FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING imod-wq_tmp/seawat1.btn FILE TYPE:BTN UNIT 30 STATUS:OLD FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING imod-wq_tmp/seawat1.dsp FILE TYPE:DSP UNIT 31 STATUS:OLD FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING imod-wq_tmp/seawat1.gcg FILE TYPE:GCG UNIT 33 STATUS:OLD FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING imod-wq_tmp/seawat1.ssm FILE TYPE:SSM UNIT 35 STATUS:OLD FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING imod-wq_tmp/seawat1.met FILE TYPE:MET UNIT 39 STATUS:OLD FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\top\top_l1.idf FILE TYPE:DATA(IDF) UNIT 42 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\btn\thickness_l1.idf FILE TYPE:DATA(IDF) UNIT 43 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\btn\thickness_l2.idf FILE TYPE:DATA(IDF) UNIT 44 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\btn\thickness_l3.idf FILE TYPE:DATA(IDF) UNIT 45 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\btn\thickness_l4.idf FILE TYPE:DATA(IDF) UNIT 46 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\btn\thickness_l5.idf FILE TYPE:DATA(IDF) UNIT 47 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\btn\thickness_l6.idf FILE TYPE:DATA(IDF) UNIT 48 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\btn\thickness_l7.idf FILE TYPE:DATA(IDF) UNIT 49 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\btn\thickness_l8.idf FILE TYPE:DATA(IDF) UNIT 50 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\btn\thickness_l9.idf FILE TYPE:DATA(IDF) UNIT 51 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\btn\thickness_l10.idf FILE TYPE:DATA(IDF) UNIT 52 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\btn\thickness_l11.idf FILE TYPE:DATA(IDF) UNIT 53 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\btn\thickness_l12.idf FILE TYPE:DATA(IDF) UNIT 54 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\btn\thickness_l13.idf FILE TYPE:DATA(IDF) UNIT 55 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\btn\thickness_l14.idf FILE TYPE:DATA(IDF) UNIT 56 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\btn\thickness_l15.idf FILE TYPE:DATA(IDF) UNIT 57 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\btn\thickness_l16.idf FILE TYPE:DATA(IDF) UNIT 58 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\btn\thickness_l17.idf FILE TYPE:DATA(IDF) UNIT 59 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\btn\thickness_l18.idf FILE TYPE:DATA(IDF) UNIT 60 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\btn\thickness_l19.idf FILE TYPE:DATA(IDF) UNIT 61 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\btn\thickness_l20.idf FILE TYPE:DATA(IDF) UNIT 62 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\btn\thickness_l21.idf FILE TYPE:DATA(IDF) UNIT 63 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\btn\thickness_l22.idf FILE TYPE:DATA(IDF) UNIT 64 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\btn\thickness_l23.idf FILE TYPE:DATA(IDF) UNIT 65 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\btn\thickness_l24.idf FILE TYPE:DATA(IDF) UNIT 66 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\btn\thickness_l25.idf FILE TYPE:DATA(IDF) UNIT 67 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\btn\thickness_l26.idf FILE TYPE:DATA(IDF) UNIT 68 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\btn\thickness_l27.idf FILE TYPE:DATA(IDF) UNIT 69 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\btn\thickness_l28.idf FILE TYPE:DATA(IDF) UNIT 70 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\btn\thickness_l29.idf FILE TYPE:DATA(IDF) UNIT 71 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\btn\thickness_l30.idf FILE TYPE:DATA(IDF) UNIT 72 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\btn\porosity_l1.idf FILE TYPE:DATA(IDF) UNIT 73 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\btn\porosity_l2.idf FILE TYPE:DATA(IDF) UNIT 74 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\btn\porosity_l3.idf FILE TYPE:DATA(IDF) UNIT 75 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\btn\porosity_l4.idf FILE TYPE:DATA(IDF) UNIT 76 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\btn\porosity_l5.idf FILE TYPE:DATA(IDF) UNIT 77 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\btn\porosity_l6.idf FILE TYPE:DATA(IDF) UNIT 78 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\btn\porosity_l7.idf FILE TYPE:DATA(IDF) UNIT 79 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\btn\porosity_l8.idf FILE TYPE:DATA(IDF) UNIT 80 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\btn\porosity_l9.idf FILE TYPE:DATA(IDF) UNIT 81 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\btn\porosity_l10.idf FILE TYPE:DATA(IDF) UNIT 82 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\btn\porosity_l11.idf FILE TYPE:DATA(IDF) UNIT 83 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\btn\porosity_l12.idf FILE TYPE:DATA(IDF) UNIT 84 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\btn\porosity_l13.idf FILE TYPE:DATA(IDF) UNIT 85 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\btn\porosity_l14.idf FILE TYPE:DATA(IDF) UNIT 86 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\btn\porosity_l15.idf FILE TYPE:DATA(IDF) UNIT 87 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\btn\porosity_l16.idf FILE TYPE:DATA(IDF) UNIT 88 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\btn\porosity_l17.idf FILE TYPE:DATA(IDF) UNIT 89 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\btn\porosity_l18.idf FILE TYPE:DATA(IDF) UNIT 90 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\btn\porosity_l19.idf FILE TYPE:DATA(IDF) UNIT 91 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\btn\porosity_l20.idf FILE TYPE:DATA(IDF) UNIT 92 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\btn\porosity_l21.idf FILE TYPE:DATA(IDF) UNIT 93 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\btn\porosity_l22.idf FILE TYPE:DATA(IDF) UNIT 94 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\btn\porosity_l23.idf FILE TYPE:DATA(IDF) UNIT 95 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\btn\porosity_l24.idf FILE TYPE:DATA(IDF) UNIT 96 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\btn\porosity_l25.idf FILE TYPE:DATA(IDF) UNIT 97 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\btn\porosity_l26.idf FILE TYPE:DATA(IDF) UNIT 98 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\btn\porosity_l27.idf FILE TYPE:DATA(IDF) UNIT 104 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\btn\porosity_l28.idf FILE TYPE:DATA(IDF) UNIT 105 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\btn\porosity_l29.idf FILE TYPE:DATA(IDF) UNIT 106 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\btn\porosity_l30.idf FILE TYPE:DATA(IDF) UNIT 107 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\iMOD5\iMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\btn\icbund_l1.idf FILE TYPE:DATA(IDF) UNIT 108 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\iMOD5\iMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\btn\icbund_l2.idf FILE TYPE:DATA(IDF) UNIT 109 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\iMOD5\iMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\btn\icbund_l3.idf FILE TYPE:DATA(IDF) UNIT 110 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\iMOD5\iMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\btn\icbund_l4.idf FILE TYPE:DATA(IDF) UNIT 111 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\iMOD5\iMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\btn\icbund_l5.idf FILE TYPE:DATA(IDF) UNIT 112 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\iMOD5\iMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\btn\icbund_l6.idf FILE TYPE:DATA(IDF) UNIT 113 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\iMOD5\iMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\btn\icbund_l7.idf FILE TYPE:DATA(IDF) UNIT 114 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\iMOD5\iMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\btn\icbund_l8.idf FILE TYPE:DATA(IDF) UNIT 115 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\iMOD5\iMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\btn\icbund_l9.idf FILE TYPE:DATA(IDF) UNIT 116 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\iMOD5\iMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\btn\icbund_l10.idf FILE TYPE:DATA(IDF) UNIT 117 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\iMOD5\iMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\btn\icbund_l11.idf FILE TYPE:DATA(IDF) UNIT 118 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\iMOD5\iMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\btn\icbund_l12.idf FILE TYPE:DATA(IDF) UNIT 119 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\iMOD5\iMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\btn\icbund_l13.idf FILE TYPE:DATA(IDF) UNIT 120 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\iMOD5\iMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\btn\icbund_l14.idf FILE TYPE:DATA(IDF) UNIT 121 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\iMOD5\iMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\btn\icbund_l15.idf FILE TYPE:DATA(IDF) UNIT 122 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\iMOD5\iMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\btn\icbund_l16.idf FILE TYPE:DATA(IDF) UNIT 123 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\iMOD5\iMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\btn\icbund_l17.idf FILE TYPE:DATA(IDF) UNIT 124 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\iMOD5\iMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\btn\icbund_l18.idf FILE TYPE:DATA(IDF) UNIT 125 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\iMOD5\iMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\btn\icbund_l19.idf FILE TYPE:DATA(IDF) UNIT 126 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\iMOD5\iMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\btn\icbund_l20.idf FILE TYPE:DATA(IDF) UNIT 127 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\iMOD5\iMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\btn\icbund_l21.idf FILE TYPE:DATA(IDF) UNIT 128 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\iMOD5\iMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\btn\icbund_l22.idf FILE TYPE:DATA(IDF) UNIT 129 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\iMOD5\iMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\btn\icbund_l23.idf FILE TYPE:DATA(IDF) UNIT 130 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\iMOD5\iMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\btn\icbund_l24.idf FILE TYPE:DATA(IDF) UNIT 131 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\iMOD5\iMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\btn\icbund_l25.idf FILE TYPE:DATA(IDF) UNIT 132 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\iMOD5\iMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\btn\icbund_l26.idf FILE TYPE:DATA(IDF) UNIT 133 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\iMOD5\iMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\btn\icbund_l27.idf FILE TYPE:DATA(IDF) UNIT 134 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\iMOD5\iMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\btn\icbund_l28.idf FILE TYPE:DATA(IDF) UNIT 135 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\iMOD5\iMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\btn\icbund_l29.idf FILE TYPE:DATA(IDF) UNIT 136 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\iMOD5\iMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\btn\icbund_l30.idf FILE TYPE:DATA(IDF) UNIT 137 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\iMOD5\iMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\btn\starting_concentration_l1.idf FILE TYPE:DATA(IDF) UNIT 138 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\iMOD5\iMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\btn\starting_concentration_l2.idf FILE TYPE:DATA(IDF) UNIT 139 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\iMOD5\iMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\btn\starting_concentration_l3.idf FILE TYPE:DATA(IDF) UNIT 140 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\iMOD5\iMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\btn\starting_concentration_l4.idf FILE TYPE:DATA(IDF) UNIT 141 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\iMOD5\iMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\btn\starting_concentration_l5.idf FILE TYPE:DATA(IDF) UNIT 142 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\iMOD5\iMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\btn\starting_concentration_l6.idf FILE TYPE:DATA(IDF) UNIT 143 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\iMOD5\iMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\btn\starting_concentration_l7.idf FILE TYPE:DATA(IDF) UNIT 144 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\iMOD5\iMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\btn\starting_concentration_l8.idf FILE TYPE:DATA(IDF) UNIT 145 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\iMOD5\iMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\btn\starting_concentration_l9.idf FILE TYPE:DATA(IDF) UNIT 146 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\iMOD5\iMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\btn\starting_concentration_l10.idf FILE TYPE:DATA(IDF) UNIT 147 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\iMOD5\iMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\btn\starting_concentration_l11.idf FILE TYPE:DATA(IDF) UNIT 148 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\iMOD5\iMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\btn\starting_concentration_l12.idf FILE TYPE:DATA(IDF) UNIT 149 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\iMOD5\iMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\btn\starting_concentration_l13.idf FILE TYPE:DATA(IDF) UNIT 150 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\iMOD5\iMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\btn\starting_concentration_l14.idf FILE TYPE:DATA(IDF) UNIT 151 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\iMOD5\iMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\btn\starting_concentration_l15.idf FILE TYPE:DATA(IDF) UNIT 152 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\iMOD5\iMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\btn\starting_concentration_l16.idf FILE TYPE:DATA(IDF) UNIT 153 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\iMOD5\iMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\btn\starting_concentration_l17.idf FILE TYPE:DATA(IDF) UNIT 154 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\iMOD5\iMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\btn\starting_concentration_l18.idf FILE TYPE:DATA(IDF) UNIT 155 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\iMOD5\iMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\btn\starting_concentration_l19.idf FILE TYPE:DATA(IDF) UNIT 156 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\iMOD5\iMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\btn\starting_concentration_l20.idf FILE TYPE:DATA(IDF) UNIT 157 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\iMOD5\iMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\btn\starting_concentration_l21.idf FILE TYPE:DATA(IDF) UNIT 158 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\iMOD5\iMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\btn\starting_concentration_l22.idf FILE TYPE:DATA(IDF) UNIT 159 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\iMOD5\iMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\btn\starting_concentration_l23.idf FILE TYPE:DATA(IDF) UNIT 160 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\iMOD5\iMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\btn\starting_concentration_l24.idf FILE TYPE:DATA(IDF) UNIT 161 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\iMOD5\iMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\btn\starting_concentration_l25.idf FILE TYPE:DATA(IDF) UNIT 162 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\iMOD5\iMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\btn\starting_concentration_l26.idf FILE TYPE:DATA(IDF) UNIT 163 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\iMOD5\iMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\btn\starting_concentration_l27.idf FILE TYPE:DATA(IDF) UNIT 164 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\iMOD5\iMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\btn\starting_concentration_l28.idf FILE TYPE:DATA(IDF) UNIT 165 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\iMOD5\iMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\btn\starting_concentration_l29.idf FILE TYPE:DATA(IDF) UNIT 166 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\iMOD5\iMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\btn\starting_concentration_l30.idf FILE TYPE:DATA(IDF) UNIT 167 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\bot\bot_l1.idf FILE TYPE:DATA(IDF) UNIT 168 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\bot\bot_l2.idf FILE TYPE:DATA(IDF) UNIT 169 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\bot\bot_l3.idf FILE TYPE:DATA(IDF) UNIT 170 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\bot\bot_l4.idf FILE TYPE:DATA(IDF) UNIT 171 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\bot\bot_l5.idf FILE TYPE:DATA(IDF) UNIT 172 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\bot\bot_l6.idf FILE TYPE:DATA(IDF) UNIT 173 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\bot\bot_l7.idf FILE TYPE:DATA(IDF) UNIT 174 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\bot\bot_l8.idf FILE TYPE:DATA(IDF) UNIT 175 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\bot\bot_l9.idf FILE TYPE:DATA(IDF) UNIT 176 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\bot\bot_l10.idf FILE TYPE:DATA(IDF) UNIT 177 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\bot\bot_l11.idf FILE TYPE:DATA(IDF) UNIT 178 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\bot\bot_l12.idf FILE TYPE:DATA(IDF) UNIT 179 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\bot\bot_l13.idf FILE TYPE:DATA(IDF) UNIT 180 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\bot\bot_l14.idf FILE TYPE:DATA(IDF) UNIT 181 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\bot\bot_l15.idf FILE TYPE:DATA(IDF) UNIT 182 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\bot\bot_l16.idf FILE TYPE:DATA(IDF) UNIT 183 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\bot\bot_l17.idf FILE TYPE:DATA(IDF) UNIT 184 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\bot\bot_l18.idf FILE TYPE:DATA(IDF) UNIT 185 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\bot\bot_l19.idf FILE TYPE:DATA(IDF) UNIT 186 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\bot\bot_l20.idf FILE TYPE:DATA(IDF) UNIT 187 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\bot\bot_l21.idf FILE TYPE:DATA(IDF) UNIT 188 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\bot\bot_l22.idf FILE TYPE:DATA(IDF) UNIT 189 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\bot\bot_l23.idf FILE TYPE:DATA(IDF) UNIT 190 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\bot\bot_l24.idf FILE TYPE:DATA(IDF) UNIT 191 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\bot\bot_l25.idf FILE TYPE:DATA(IDF) UNIT 192 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\bot\bot_l26.idf FILE TYPE:DATA(IDF) UNIT 193 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\bot\bot_l27.idf FILE TYPE:DATA(IDF) UNIT 194 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\bot\bot_l28.idf FILE TYPE:DATA(IDF) UNIT 195 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\bot\bot_l29.idf FILE TYPE:DATA(IDF) UNIT 196 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\bot\bot_l30.idf FILE TYPE:DATA(IDF) UNIT 197 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\bas\ibound_l1.idf FILE TYPE:DATA(IDF) UNIT 198 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\bas\ibound_l2.idf FILE TYPE:DATA(IDF) UNIT 199 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\bas\ibound_l3.idf FILE TYPE:DATA(IDF) UNIT 201 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\bas\ibound_l4.idf FILE TYPE:DATA(IDF) UNIT 202 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\bas\ibound_l5.idf FILE TYPE:DATA(IDF) UNIT 203 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\bas\ibound_l6.idf FILE TYPE:DATA(IDF) UNIT 204 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\bas\ibound_l7.idf FILE TYPE:DATA(IDF) UNIT 205 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\bas\ibound_l8.idf FILE TYPE:DATA(IDF) UNIT 206 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\bas\ibound_l9.idf FILE TYPE:DATA(IDF) UNIT 207 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\bas\ibound_l10.idf FILE TYPE:DATA(IDF) UNIT 208 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\bas\ibound_l11.idf FILE TYPE:DATA(IDF) UNIT 209 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\bas\ibound_l12.idf FILE TYPE:DATA(IDF) UNIT 210 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\bas\ibound_l13.idf FILE TYPE:DATA(IDF) UNIT 211 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\bas\ibound_l14.idf FILE TYPE:DATA(IDF) UNIT 212 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\bas\ibound_l15.idf FILE TYPE:DATA(IDF) UNIT 213 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\bas\ibound_l16.idf FILE TYPE:DATA(IDF) UNIT 214 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\bas\ibound_l17.idf FILE TYPE:DATA(IDF) UNIT 215 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\bas\ibound_l18.idf FILE TYPE:DATA(IDF) UNIT 216 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\bas\ibound_l19.idf FILE TYPE:DATA(IDF) UNIT 217 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\bas\ibound_l20.idf FILE TYPE:DATA(IDF) UNIT 218 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\bas\ibound_l21.idf FILE TYPE:DATA(IDF) UNIT 219 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\bas\ibound_l22.idf FILE TYPE:DATA(IDF) UNIT 220 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\bas\ibound_l23.idf FILE TYPE:DATA(IDF) UNIT 221 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\bas\ibound_l24.idf FILE TYPE:DATA(IDF) UNIT 222 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\bas\ibound_l25.idf FILE TYPE:DATA(IDF) UNIT 223 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\bas\ibound_l26.idf FILE TYPE:DATA(IDF) UNIT 224 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\bas\ibound_l27.idf FILE TYPE:DATA(IDF) UNIT 225 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\bas\ibound_l28.idf FILE TYPE:DATA(IDF) UNIT 226 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\bas\ibound_l29.idf FILE TYPE:DATA(IDF) UNIT 227 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\bas\ibound_l30.idf FILE TYPE:DATA(IDF) UNIT 228 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\bas\starting_head_l1.idf FILE TYPE:DATA(IDF) UNIT 229 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\bas\starting_head_l2.idf FILE TYPE:DATA(IDF) UNIT 230 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\bas\starting_head_l3.idf FILE TYPE:DATA(IDF) UNIT 231 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\bas\starting_head_l4.idf FILE TYPE:DATA(IDF) UNIT 232 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\bas\starting_head_l5.idf FILE TYPE:DATA(IDF) UNIT 233 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\bas\starting_head_l6.idf FILE TYPE:DATA(IDF) UNIT 234 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\bas\starting_head_l7.idf FILE TYPE:DATA(IDF) UNIT 235 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\bas\starting_head_l8.idf FILE TYPE:DATA(IDF) UNIT 236 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\bas\starting_head_l9.idf FILE TYPE:DATA(IDF) UNIT 237 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\bas\starting_head_l10.idf FILE TYPE:DATA(IDF) UNIT 238 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\bas\starting_head_l11.idf FILE TYPE:DATA(IDF) UNIT 239 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\bas\starting_head_l12.idf FILE TYPE:DATA(IDF) UNIT 240 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\bas\starting_head_l13.idf FILE TYPE:DATA(IDF) UNIT 241 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\bas\starting_head_l14.idf FILE TYPE:DATA(IDF) UNIT 242 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\bas\starting_head_l15.idf FILE TYPE:DATA(IDF) UNIT 243 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\bas\starting_head_l16.idf FILE TYPE:DATA(IDF) UNIT 244 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\bas\starting_head_l17.idf FILE TYPE:DATA(IDF) UNIT 245 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\bas\starting_head_l18.idf FILE TYPE:DATA(IDF) UNIT 246 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\bas\starting_head_l19.idf FILE TYPE:DATA(IDF) UNIT 247 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\bas\starting_head_l20.idf FILE TYPE:DATA(IDF) UNIT 248 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\bas\starting_head_l21.idf FILE TYPE:DATA(IDF) UNIT 249 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\bas\starting_head_l22.idf FILE TYPE:DATA(IDF) UNIT 250 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\bas\starting_head_l23.idf FILE TYPE:DATA(IDF) UNIT 251 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\bas\starting_head_l24.idf FILE TYPE:DATA(IDF) UNIT 252 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\bas\starting_head_l25.idf FILE TYPE:DATA(IDF) UNIT 253 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\bas\starting_head_l26.idf FILE TYPE:DATA(IDF) UNIT 254 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\bas\starting_head_l27.idf FILE TYPE:DATA(IDF) UNIT 255 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\bas\starting_head_l28.idf FILE TYPE:DATA(IDF) UNIT 256 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\bas\starting_head_l29.idf FILE TYPE:DATA(IDF) UNIT 257 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\bas\starting_head_l30.idf FILE TYPE:DATA(IDF) UNIT 258 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\lpf\k_horizontal_l1.idf FILE TYPE:DATA(IDF) UNIT 259 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\lpf\vert_anisotropy_l1.idf FILE TYPE:DATA(IDF) UNIT 260 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\lpf\specific_storage_l1.idf FILE TYPE:DATA(IDF) UNIT 261 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\lpf\k_horizontal_l2.idf FILE TYPE:DATA(IDF) UNIT 262 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\lpf\vert_anisotropy_l2.idf FILE TYPE:DATA(IDF) UNIT 263 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\lpf\specific_storage_l2.idf FILE TYPE:DATA(IDF) UNIT 264 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\lpf\k_horizontal_l3.idf FILE TYPE:DATA(IDF) UNIT 265 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\lpf\vert_anisotropy_l3.idf FILE TYPE:DATA(IDF) UNIT 266 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\lpf\specific_storage_l3.idf FILE TYPE:DATA(IDF) UNIT 267 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\lpf\k_horizontal_l4.idf FILE TYPE:DATA(IDF) UNIT 268 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\lpf\vert_anisotropy_l4.idf FILE TYPE:DATA(IDF) UNIT 269 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\lpf\specific_storage_l4.idf FILE TYPE:DATA(IDF) UNIT 270 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\lpf\k_horizontal_l5.idf FILE TYPE:DATA(IDF) UNIT 271 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\lpf\vert_anisotropy_l5.idf FILE TYPE:DATA(IDF) UNIT 272 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\lpf\specific_storage_l5.idf FILE TYPE:DATA(IDF) UNIT 273 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\lpf\k_horizontal_l6.idf FILE TYPE:DATA(IDF) UNIT 274 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\lpf\vert_anisotropy_l6.idf FILE TYPE:DATA(IDF) UNIT 275 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\lpf\specific_storage_l6.idf FILE TYPE:DATA(IDF) UNIT 276 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\lpf\k_horizontal_l7.idf FILE TYPE:DATA(IDF) UNIT 277 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\lpf\vert_anisotropy_l7.idf FILE TYPE:DATA(IDF) UNIT 278 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\lpf\specific_storage_l7.idf FILE TYPE:DATA(IDF) UNIT 279 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\lpf\k_horizontal_l8.idf FILE TYPE:DATA(IDF) UNIT 280 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\lpf\vert_anisotropy_l8.idf FILE TYPE:DATA(IDF) UNIT 281 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\lpf\specific_storage_l8.idf FILE TYPE:DATA(IDF) UNIT 282 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\lpf\k_horizontal_l9.idf FILE TYPE:DATA(IDF) UNIT 283 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\lpf\vert_anisotropy_l9.idf FILE TYPE:DATA(IDF) UNIT 284 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\lpf\specific_storage_l9.idf FILE TYPE:DATA(IDF) UNIT 285 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\lpf\k_horizontal_l10.idf FILE TYPE:DATA(IDF) UNIT 286 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\lpf\vert_anisotropy_l10.idf FILE TYPE:DATA(IDF) UNIT 287 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\lpf\specific_storage_l10.idf FILE TYPE:DATA(IDF) UNIT 288 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\lpf\k_horizontal_l11.idf FILE TYPE:DATA(IDF) UNIT 289 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\lpf\vert_anisotropy_l11.idf FILE TYPE:DATA(IDF) UNIT 290 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\lpf\specific_storage_l11.idf FILE TYPE:DATA(IDF) UNIT 291 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\lpf\k_horizontal_l12.idf FILE TYPE:DATA(IDF) UNIT 292 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\lpf\vert_anisotropy_l12.idf FILE TYPE:DATA(IDF) UNIT 293 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\lpf\specific_storage_l12.idf FILE TYPE:DATA(IDF) UNIT 294 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\lpf\k_horizontal_l13.idf FILE TYPE:DATA(IDF) UNIT 295 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\lpf\vert_anisotropy_l13.idf FILE TYPE:DATA(IDF) UNIT 296 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\lpf\specific_storage_l13.idf FILE TYPE:DATA(IDF) UNIT 297 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\lpf\k_horizontal_l14.idf FILE TYPE:DATA(IDF) UNIT 298 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\lpf\vert_anisotropy_l14.idf FILE TYPE:DATA(IDF) UNIT 299 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\lpf\specific_storage_l14.idf FILE TYPE:DATA(IDF) UNIT 301 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\lpf\k_horizontal_l15.idf FILE TYPE:DATA(IDF) UNIT 302 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\lpf\vert_anisotropy_l15.idf FILE TYPE:DATA(IDF) UNIT 303 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\lpf\specific_storage_l15.idf FILE TYPE:DATA(IDF) UNIT 304 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\lpf\k_horizontal_l16.idf FILE TYPE:DATA(IDF) UNIT 305 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\lpf\vert_anisotropy_l16.idf FILE TYPE:DATA(IDF) UNIT 306 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\lpf\specific_storage_l16.idf FILE TYPE:DATA(IDF) UNIT 307 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\lpf\k_horizontal_l17.idf FILE TYPE:DATA(IDF) UNIT 308 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\lpf\vert_anisotropy_l17.idf FILE TYPE:DATA(IDF) UNIT 309 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\lpf\specific_storage_l17.idf FILE TYPE:DATA(IDF) UNIT 310 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\lpf\k_horizontal_l18.idf FILE TYPE:DATA(IDF) UNIT 311 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\lpf\vert_anisotropy_l18.idf FILE TYPE:DATA(IDF) UNIT 312 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\lpf\specific_storage_l18.idf FILE TYPE:DATA(IDF) UNIT 313 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\lpf\k_horizontal_l19.idf FILE TYPE:DATA(IDF) UNIT 314 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\lpf\vert_anisotropy_l19.idf FILE TYPE:DATA(IDF) UNIT 315 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\lpf\specific_storage_l19.idf FILE TYPE:DATA(IDF) UNIT 316 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\lpf\k_horizontal_l20.idf FILE TYPE:DATA(IDF) UNIT 317 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\lpf\vert_anisotropy_l20.idf FILE TYPE:DATA(IDF) UNIT 318 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\lpf\specific_storage_l20.idf FILE TYPE:DATA(IDF) UNIT 319 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\lpf\k_horizontal_l21.idf FILE TYPE:DATA(IDF) UNIT 320 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\lpf\vert_anisotropy_l21.idf FILE TYPE:DATA(IDF) UNIT 321 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\lpf\specific_storage_l21.idf FILE TYPE:DATA(IDF) UNIT 322 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\lpf\k_horizontal_l22.idf FILE TYPE:DATA(IDF) UNIT 323 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\lpf\vert_anisotropy_l22.idf FILE TYPE:DATA(IDF) UNIT 324 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\lpf\specific_storage_l22.idf FILE TYPE:DATA(IDF) UNIT 325 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\lpf\k_horizontal_l23.idf FILE TYPE:DATA(IDF) UNIT 326 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\lpf\vert_anisotropy_l23.idf FILE TYPE:DATA(IDF) UNIT 327 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\lpf\specific_storage_l23.idf FILE TYPE:DATA(IDF) UNIT 328 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\lpf\k_horizontal_l24.idf FILE TYPE:DATA(IDF) UNIT 329 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\lpf\vert_anisotropy_l24.idf FILE TYPE:DATA(IDF) UNIT 330 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\lpf\specific_storage_l24.idf FILE TYPE:DATA(IDF) UNIT 331 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\lpf\k_horizontal_l25.idf FILE TYPE:DATA(IDF) UNIT 332 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\lpf\vert_anisotropy_l25.idf FILE TYPE:DATA(IDF) UNIT 333 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\lpf\specific_storage_l25.idf FILE TYPE:DATA(IDF) UNIT 334 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\lpf\k_horizontal_l26.idf FILE TYPE:DATA(IDF) UNIT 335 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\lpf\vert_anisotropy_l26.idf FILE TYPE:DATA(IDF) UNIT 336 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\lpf\specific_storage_l26.idf FILE TYPE:DATA(IDF) UNIT 337 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\lpf\k_horizontal_l27.idf FILE TYPE:DATA(IDF) UNIT 338 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\lpf\vert_anisotropy_l27.idf FILE TYPE:DATA(IDF) UNIT 339 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\lpf\specific_storage_l27.idf FILE TYPE:DATA(IDF) UNIT 340 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\lpf\k_horizontal_l28.idf FILE TYPE:DATA(IDF) UNIT 341 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\lpf\vert_anisotropy_l28.idf FILE TYPE:DATA(IDF) UNIT 342 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\lpf\specific_storage_l28.idf FILE TYPE:DATA(IDF) UNIT 343 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\lpf\k_horizontal_l29.idf FILE TYPE:DATA(IDF) UNIT 344 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\lpf\vert_anisotropy_l29.idf FILE TYPE:DATA(IDF) UNIT 345 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\lpf\specific_storage_l29.idf FILE TYPE:DATA(IDF) UNIT 346 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\lpf\k_horizontal_l30.idf FILE TYPE:DATA(IDF) UNIT 347 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\lpf\vert_anisotropy_l30.idf FILE TYPE:DATA(IDF) UNIT 348 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\lpf\specific_storage_l30.idf FILE TYPE:DATA(IDF) UNIT 349 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL OPENING C:\IMOD5\IMOD5\TUTORIALS\TUT_iMOD-WQ_SEAWAT\DBASE\rch\rate.idf FILE TYPE:DATA(IDF) UNIT 350 STATUS:UNKNOWN FORMAT:FORMATTED ACCESS:SEQUENTIAL THE FREE FORMAT OPTION HAS BEEN SELECTED DISCRETIZATION INPUT DATA READ FROM UNIT 15 30 LAYERS 60 ROWS 60 COLUMNS 4 STRESS PERIOD(S) IN SIMULATION MODEL TIME UNIT IS DAYS MODEL LENGTH UNIT IS METERS ----- | M T | written by imod v5_1 | 3 D | ----- THE TRANSPORT MODEL CONSISTS OF 30 LAYER(S) 60 ROW(S) 60 COLUMN(S) NUMBER OF STRESS PERIOD(S) FOR TRANSPORT SIMULATION = 4 NUMBER OF ALL COMPONENTS INCLUDED IN SIMULATION = 1 NUMBER OF MOBILE COMPONENTS INCLUDED IN SIMULATION = 1 UNIT FOR TIME IS d; UNIT FOR LENGTH IS m; UNIT FOR MASS IS k OPTIONAL PACKAGES INCLUDED IN CURRENT SIMULATION: o ADV ON UNIT 29 o DSP ON UNIT 31 o SSM ON UNIT 35 o GCG ON UNIT 33 o MET ON UNIT 39 VDF -- VARIABLE DENSITY FLOW, VERSION 1, 2/13/2004 INPUT READ FROM UNIT 26 COUPLING BETWEEN FLOW AND TRANSPORT IS EXPLICIT VARIABLE-DENSITY WATER-TABLE CORRECTIONS NOT ADDED MT3DMS SPECIES USED IN EQUATION OF STATE FOR FLUID DENSITY: 1 AN UPSTREAM-WEIGHTED ALGORITHM IS USED TO CALCULATE FLUID DENSITY TERMS THAT CONSERVE MASS 1000. REFERENCE DENSITY 0.7143 DENSITY SLOPE FOR EQUATION OF STATE DENSITY EQUATION OF STATE RHO = 1000.00 + 0.7143 * ( CONC( 1) - 0.000 ) FIRSTDT SPECIFIED BY USER IN THE VDF FILE IS: 0.1000000E-02 THE GROUND-WATER TRANSPORT PROCESS IS INACTIVE THE OBSERVATION PROCESS IS INACTIVE THE SENSITIVITY PROCESS IS INACTIVE THE PARAMETER-ESTIMATION PROCESS IS INACTIVE MODE: FORWARD Confining bed flag for each layer: 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 972120 ELEMENTS OF GX ARRAY USED OUT OF 972120 108000 ELEMENTS OF GZ ARRAY USED OUT OF 108000 108000 ELEMENTS OF IG ARRAY USED OUT OF 108000 DELR READING ON UNIT 15 WITH FORMAT: (FREE) 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 DELC READING ON UNIT 15 WITH FORMAT: (FREE) 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 TOP ELEVATION OF LAYER 1 READING BINARY ON UNIT 42 MODEL LAYER BOTTOM EL. FOR LAYER 1 READING BINARY ON UNIT 168 MODEL LAYER BOTTOM EL. FOR LAYER 2 READING BINARY ON UNIT 169 MODEL LAYER BOTTOM EL. FOR LAYER 3 READING BINARY ON UNIT 170 MODEL LAYER BOTTOM EL. FOR LAYER 4 READING BINARY ON UNIT 171 MODEL LAYER BOTTOM EL. FOR LAYER 5 READING BINARY ON UNIT 172 MODEL LAYER BOTTOM EL. FOR LAYER 6 READING BINARY ON UNIT 173 MODEL LAYER BOTTOM EL. FOR LAYER 7 READING BINARY ON UNIT 174 MODEL LAYER BOTTOM EL. FOR LAYER 8 READING BINARY ON UNIT 175 MODEL LAYER BOTTOM EL. FOR LAYER 9 READING BINARY ON UNIT 176 MODEL LAYER BOTTOM EL. FOR LAYER 10 READING BINARY ON UNIT 177 MODEL LAYER BOTTOM EL. FOR LAYER 11 READING BINARY ON UNIT 178 MODEL LAYER BOTTOM EL. FOR LAYER 12 READING BINARY ON UNIT 179 MODEL LAYER BOTTOM EL. FOR LAYER 13 READING BINARY ON UNIT 180 MODEL LAYER BOTTOM EL. FOR LAYER 14 READING BINARY ON UNIT 181 MODEL LAYER BOTTOM EL. FOR LAYER 15 READING BINARY ON UNIT 182 MODEL LAYER BOTTOM EL. FOR LAYER 16 READING BINARY ON UNIT 183 MODEL LAYER BOTTOM EL. FOR LAYER 17 READING BINARY ON UNIT 184 MODEL LAYER BOTTOM EL. FOR LAYER 18 READING BINARY ON UNIT 185 MODEL LAYER BOTTOM EL. FOR LAYER 19 READING BINARY ON UNIT 186 MODEL LAYER BOTTOM EL. FOR LAYER 20 READING BINARY ON UNIT 187 MODEL LAYER BOTTOM EL. FOR LAYER 21 READING BINARY ON UNIT 188 MODEL LAYER BOTTOM EL. FOR LAYER 22 READING BINARY ON UNIT 189 MODEL LAYER BOTTOM EL. FOR LAYER 23 READING BINARY ON UNIT 190 MODEL LAYER BOTTOM EL. FOR LAYER 24 READING BINARY ON UNIT 191 MODEL LAYER BOTTOM EL. FOR LAYER 25 READING BINARY ON UNIT 192 MODEL LAYER BOTTOM EL. FOR LAYER 26 READING BINARY ON UNIT 193 MODEL LAYER BOTTOM EL. FOR LAYER 27 READING BINARY ON UNIT 194 MODEL LAYER BOTTOM EL. FOR LAYER 28 READING BINARY ON UNIT 195 MODEL LAYER BOTTOM EL. FOR LAYER 29 READING BINARY ON UNIT 196 MODEL LAYER BOTTOM EL. FOR LAYER 30 READING BINARY ON UNIT 197 STRESS PERIOD LENGTH TIME STEPS MULTIPLIER FOR DELT SS FLAG ---------------------------------------------------------------------------- 1 7304.000 1 1.000 TR 2 7305.000 1 1.000 TR 3 7305.000 1 1.000 TR 4 7305.000 1 1.000 TR TRANSIENT SIMULATION LPF1 -- LAYER PROPERTY FLOW PACKAGE, VERSION 1, 1/11/2000 INPUT READ FROM UNIT 20 HEAD AT CELLS THAT CONVERT TO DRY= -9999.0 No named parameters LAYER FLAGS: LAYER LAYTYP LAYAVG CHANI LAYVKA LAYWET --------------------------------------------------------------------------- 1 0 0 1.000E+00 1 0 2 0 0 1.000E+00 1 0 3 0 0 1.000E+00 1 0 4 0 0 1.000E+00 1 0 5 0 0 1.000E+00 1 0 6 0 0 1.000E+00 1 0 7 0 0 1.000E+00 1 0 8 0 0 1.000E+00 1 0 9 0 0 1.000E+00 1 0 10 0 0 1.000E+00 1 0 11 0 0 1.000E+00 1 0 12 0 0 1.000E+00 1 0 13 0 0 1.000E+00 1 0 14 0 0 1.000E+00 1 0 15 0 0 1.000E+00 1 0 16 0 0 1.000E+00 1 0 17 0 0 1.000E+00 1 0 18 0 0 1.000E+00 1 0 19 0 0 1.000E+00 1 0 20 0 0 1.000E+00 1 0 21 0 0 1.000E+00 1 0 22 0 0 1.000E+00 1 0 23 0 0 1.000E+00 1 0 24 0 0 1.000E+00 1 0 25 0 0 1.000E+00 1 0 26 0 0 1.000E+00 1 0 27 0 0 1.000E+00 1 0 28 0 0 1.000E+00 1 0 29 0 0 1.000E+00 1 0 30 0 0 1.000E+00 1 0 INTERPRETATION OF LAYER FLAGS: INTERBLOCK HORIZONTAL DATA IN LAYER TYPE TRANSMISSIVITY ANISOTROPY ARRAY VKA WETTABILITY LAYER (LAYTYP) (LAYAVG) (CHANI) (LAYVKA) (LAYWET) --------------------------------------------------------------------------- 1 CONFINED HARMONIC 1.000E+00 ANISOTROPY NON-WETTABLE 2 CONFINED HARMONIC 1.000E+00 ANISOTROPY NON-WETTABLE 3 CONFINED HARMONIC 1.000E+00 ANISOTROPY NON-WETTABLE 4 CONFINED HARMONIC 1.000E+00 ANISOTROPY NON-WETTABLE 5 CONFINED HARMONIC 1.000E+00 ANISOTROPY NON-WETTABLE 6 CONFINED HARMONIC 1.000E+00 ANISOTROPY NON-WETTABLE 7 CONFINED HARMONIC 1.000E+00 ANISOTROPY NON-WETTABLE 8 CONFINED HARMONIC 1.000E+00 ANISOTROPY NON-WETTABLE 9 CONFINED HARMONIC 1.000E+00 ANISOTROPY NON-WETTABLE 10 CONFINED HARMONIC 1.000E+00 ANISOTROPY NON-WETTABLE 11 CONFINED HARMONIC 1.000E+00 ANISOTROPY NON-WETTABLE 12 CONFINED HARMONIC 1.000E+00 ANISOTROPY NON-WETTABLE 13 CONFINED HARMONIC 1.000E+00 ANISOTROPY NON-WETTABLE 14 CONFINED HARMONIC 1.000E+00 ANISOTROPY NON-WETTABLE 15 CONFINED HARMONIC 1.000E+00 ANISOTROPY NON-WETTABLE 16 CONFINED HARMONIC 1.000E+00 ANISOTROPY NON-WETTABLE 17 CONFINED HARMONIC 1.000E+00 ANISOTROPY NON-WETTABLE 18 CONFINED HARMONIC 1.000E+00 ANISOTROPY NON-WETTABLE 19 CONFINED HARMONIC 1.000E+00 ANISOTROPY NON-WETTABLE 20 CONFINED HARMONIC 1.000E+00 ANISOTROPY NON-WETTABLE 21 CONFINED HARMONIC 1.000E+00 ANISOTROPY NON-WETTABLE 22 CONFINED HARMONIC 1.000E+00 ANISOTROPY NON-WETTABLE 23 CONFINED HARMONIC 1.000E+00 ANISOTROPY NON-WETTABLE 24 CONFINED HARMONIC 1.000E+00 ANISOTROPY NON-WETTABLE 25 CONFINED HARMONIC 1.000E+00 ANISOTROPY NON-WETTABLE 26 CONFINED HARMONIC 1.000E+00 ANISOTROPY NON-WETTABLE 27 CONFINED HARMONIC 1.000E+00 ANISOTROPY NON-WETTABLE 28 CONFINED HARMONIC 1.000E+00 ANISOTROPY NON-WETTABLE 29 CONFINED HARMONIC 1.000E+00 ANISOTROPY NON-WETTABLE 30 CONFINED HARMONIC 1.000E+00 ANISOTROPY NON-WETTABLE 324000 ELEMENTS IN X ARRAY ARE USED BY LPF 180 ELEMENTS IN IX ARRAY ARE USED BY LPF PCG2 -- CONJUGATE GRADIENT SOLUTION PACKAGE, VERSION 2.4, 12/29/98 MAXIMUM OF 150 CALLS OF SOLUTION ROUTINE MAXIMUM OF 30 INTERNAL ITERATIONS PER CALL TO SOLUTION ROUTINE MATRIX PRECONDITIONING TYPE : 1 225000 ELEMENTS IN X ARRAY ARE USED BY PCG 31500 ELEMENTS IN IX ARRAY ARE USED BY PCG 432000 ELEMENTS IN Z ARRAY ARE USED BY PCG 549000 ELEMENTS OF X ARRAY USED OUT OF 549000 432000 ELEMENTS OF Z ARRAY USED OUT OF 432000 31680 ELEMENTS OF IX ARRAY USED OUT OF 31680 0 ELEMENTS OF XHS ARRAY USED OUT OF 1 SOLUTION BY THE CONJUGATE-GRADIENT METHOD ------------------------------------------- MAXIMUM NUMBER OF CALLS TO PCG ROUTINE = 150 MAXIMUM ITERATIONS PER CALL TO PCG = 30 MATRIX PRECONDITIONING TYPE = 1 RELAXATION FACTOR (ONLY USED WITH PRECOND. TYPE 1) = 0.98000E+00 PARAMETER OF POLYNOMIAL PRECOND. = 2 (2) OR IS CALCULATED : 2 HEAD CHANGE CRITERION FOR CLOSURE = 0.10000E-03 RESIDUAL CHANGE CRITERION FOR CLOSURE = 0.10000E+00 PCG HEAD AND RESIDUAL CHANGE PRINTOUT INTERVAL = 1 PRINTING FROM SOLVER IS LIMITED(1) OR SUPPRESSED (>1) = 1 DAMPING PARAMETER = 0.10000E+01 WETTING CAPABILITY IS NOT ACTIVE IN ANY LAYER HYD. COND. ALONG ROWS FOR LAYER 1 READING BINARY ON UNIT 259 HORIZ. TO VERTICAL ANI. FOR LAYER 1 READING BINARY ON UNIT 260 SPECIFIC STORAGE FOR LAYER 1 READING BINARY ON UNIT 261 HYD. COND. ALONG ROWS FOR LAYER 2 READING BINARY ON UNIT 262 HORIZ. TO VERTICAL ANI. FOR LAYER 2 READING BINARY ON UNIT 263 SPECIFIC STORAGE FOR LAYER 2 READING BINARY ON UNIT 264 HYD. COND. ALONG ROWS FOR LAYER 3 READING BINARY ON UNIT 265 HORIZ. TO VERTICAL ANI. FOR LAYER 3 READING BINARY ON UNIT 266 SPECIFIC STORAGE FOR LAYER 3 READING BINARY ON UNIT 267 HYD. COND. ALONG ROWS FOR LAYER 4 READING BINARY ON UNIT 268 HORIZ. TO VERTICAL ANI. FOR LAYER 4 READING BINARY ON UNIT 269 SPECIFIC STORAGE FOR LAYER 4 READING BINARY ON UNIT 270 HYD. COND. ALONG ROWS FOR LAYER 5 READING BINARY ON UNIT 271 HORIZ. TO VERTICAL ANI. FOR LAYER 5 READING BINARY ON UNIT 272 SPECIFIC STORAGE FOR LAYER 5 READING BINARY ON UNIT 273 HYD. COND. ALONG ROWS FOR LAYER 6 READING BINARY ON UNIT 274 HORIZ. TO VERTICAL ANI. FOR LAYER 6 READING BINARY ON UNIT 275 SPECIFIC STORAGE FOR LAYER 6 READING BINARY ON UNIT 276 HYD. COND. ALONG ROWS FOR LAYER 7 READING BINARY ON UNIT 277 HORIZ. TO VERTICAL ANI. FOR LAYER 7 READING BINARY ON UNIT 278 SPECIFIC STORAGE FOR LAYER 7 READING BINARY ON UNIT 279 HYD. COND. ALONG ROWS FOR LAYER 8 READING BINARY ON UNIT 280 HORIZ. TO VERTICAL ANI. FOR LAYER 8 READING BINARY ON UNIT 281 SPECIFIC STORAGE FOR LAYER 8 READING BINARY ON UNIT 282 HYD. COND. ALONG ROWS FOR LAYER 9 READING BINARY ON UNIT 283 HORIZ. TO VERTICAL ANI. FOR LAYER 9 READING BINARY ON UNIT 284 SPECIFIC STORAGE FOR LAYER 9 READING BINARY ON UNIT 285 HYD. COND. ALONG ROWS FOR LAYER 10 READING BINARY ON UNIT 286 HORIZ. TO VERTICAL ANI. FOR LAYER 10 READING BINARY ON UNIT 287 SPECIFIC STORAGE FOR LAYER 10 READING BINARY ON UNIT 288 HYD. COND. ALONG ROWS FOR LAYER 11 READING BINARY ON UNIT 289 HORIZ. TO VERTICAL ANI. FOR LAYER 11 READING BINARY ON UNIT 290 SPECIFIC STORAGE FOR LAYER 11 READING BINARY ON UNIT 291 HYD. COND. ALONG ROWS FOR LAYER 12 READING BINARY ON UNIT 292 HORIZ. TO VERTICAL ANI. FOR LAYER 12 READING BINARY ON UNIT 293 SPECIFIC STORAGE FOR LAYER 12 READING BINARY ON UNIT 294 HYD. COND. ALONG ROWS FOR LAYER 13 READING BINARY ON UNIT 295 HORIZ. TO VERTICAL ANI. FOR LAYER 13 READING BINARY ON UNIT 296 SPECIFIC STORAGE FOR LAYER 13 READING BINARY ON UNIT 297 HYD. COND. ALONG ROWS FOR LAYER 14 READING BINARY ON UNIT 298 HORIZ. TO VERTICAL ANI. FOR LAYER 14 READING BINARY ON UNIT 299 SPECIFIC STORAGE FOR LAYER 14 READING BINARY ON UNIT 301 HYD. COND. ALONG ROWS FOR LAYER 15 READING BINARY ON UNIT 302 HORIZ. TO VERTICAL ANI. FOR LAYER 15 READING BINARY ON UNIT 303 SPECIFIC STORAGE FOR LAYER 15 READING BINARY ON UNIT 304 HYD. COND. ALONG ROWS FOR LAYER 16 READING BINARY ON UNIT 305 HORIZ. TO VERTICAL ANI. FOR LAYER 16 READING BINARY ON UNIT 306 SPECIFIC STORAGE FOR LAYER 16 READING BINARY ON UNIT 307 HYD. COND. ALONG ROWS FOR LAYER 17 READING BINARY ON UNIT 308 HORIZ. TO VERTICAL ANI. FOR LAYER 17 READING BINARY ON UNIT 309 SPECIFIC STORAGE FOR LAYER 17 READING BINARY ON UNIT 310 HYD. COND. ALONG ROWS FOR LAYER 18 READING BINARY ON UNIT 311 HORIZ. TO VERTICAL ANI. FOR LAYER 18 READING BINARY ON UNIT 312 SPECIFIC STORAGE FOR LAYER 18 READING BINARY ON UNIT 313 HYD. COND. ALONG ROWS FOR LAYER 19 READING BINARY ON UNIT 314 HORIZ. TO VERTICAL ANI. FOR LAYER 19 READING BINARY ON UNIT 315 SPECIFIC STORAGE FOR LAYER 19 READING BINARY ON UNIT 316 HYD. COND. ALONG ROWS FOR LAYER 20 READING BINARY ON UNIT 317 HORIZ. TO VERTICAL ANI. FOR LAYER 20 READING BINARY ON UNIT 318 SPECIFIC STORAGE FOR LAYER 20 READING BINARY ON UNIT 319 HYD. COND. ALONG ROWS FOR LAYER 21 READING BINARY ON UNIT 320 HORIZ. TO VERTICAL ANI. FOR LAYER 21 READING BINARY ON UNIT 321 SPECIFIC STORAGE FOR LAYER 21 READING BINARY ON UNIT 322 HYD. COND. ALONG ROWS FOR LAYER 22 READING BINARY ON UNIT 323 HORIZ. TO VERTICAL ANI. FOR LAYER 22 READING BINARY ON UNIT 324 SPECIFIC STORAGE FOR LAYER 22 READING BINARY ON UNIT 325 HYD. COND. ALONG ROWS FOR LAYER 23 READING BINARY ON UNIT 326 HORIZ. TO VERTICAL ANI. FOR LAYER 23 READING BINARY ON UNIT 327 SPECIFIC STORAGE FOR LAYER 23 READING BINARY ON UNIT 328 HYD. COND. ALONG ROWS FOR LAYER 24 READING BINARY ON UNIT 329 HORIZ. TO VERTICAL ANI. FOR LAYER 24 READING BINARY ON UNIT 330 SPECIFIC STORAGE FOR LAYER 24 READING BINARY ON UNIT 331 HYD. COND. ALONG ROWS FOR LAYER 25 READING BINARY ON UNIT 332 HORIZ. TO VERTICAL ANI. FOR LAYER 25 READING BINARY ON UNIT 333 SPECIFIC STORAGE FOR LAYER 25 READING BINARY ON UNIT 334 HYD. COND. ALONG ROWS FOR LAYER 26 READING BINARY ON UNIT 335 HORIZ. TO VERTICAL ANI. FOR LAYER 26 READING BINARY ON UNIT 336 SPECIFIC STORAGE FOR LAYER 26 READING BINARY ON UNIT 337 HYD. COND. ALONG ROWS FOR LAYER 27 READING BINARY ON UNIT 338 HORIZ. TO VERTICAL ANI. FOR LAYER 27 READING BINARY ON UNIT 339 SPECIFIC STORAGE FOR LAYER 27 READING BINARY ON UNIT 340 HYD. COND. ALONG ROWS FOR LAYER 28 READING BINARY ON UNIT 341 HORIZ. TO VERTICAL ANI. FOR LAYER 28 READING BINARY ON UNIT 342 SPECIFIC STORAGE FOR LAYER 28 READING BINARY ON UNIT 343 HYD. COND. ALONG ROWS FOR LAYER 29 READING BINARY ON UNIT 344 HORIZ. TO VERTICAL ANI. FOR LAYER 29 READING BINARY ON UNIT 345 SPECIFIC STORAGE FOR LAYER 29 READING BINARY ON UNIT 346 HYD. COND. ALONG ROWS FOR LAYER 30 READING BINARY ON UNIT 347 HORIZ. TO VERTICAL ANI. FOR LAYER 30 READING BINARY ON UNIT 348 SPECIFIC STORAGE FOR LAYER 30 READING BINARY ON UNIT 349 BTN5 -- BASIC TRANSPORT PACKAGE, VERSION 5, OCTOBER 2006, INPUT READ FROM UNIT 30 1623840 ELEMENTS OF THE X ARRAY USED BY THE BTN PACKAGE 108030 ELEMENTS OF THE IX ARRAY USED BY THE BTN PACKAGE FLOW MODEL IS TRANSIENT ADV5 -- ADVECTION PACKAGE, VERSION 5, FEBRUARY 2005, INPUT READ FROM UNIT 29 ADVECTION IS SOLVED WITH THE ULTIMATE SCHEME COURANT NUMBER ALLOWED IN SOLVING THE ADVECTION TERM = 1.00 0 ELEMENTS OF THE X ARRAY USED BY THE ADV PACKAGE 0 ELEMENTS OF THE IX ARRAY USED BY THE ADV PACKAGE DSP5 -- DISPERSION PACKAGE, VERSION 5, OCTOBER 2006, INPUT READ FROM UNIT 31 1188060 ELEMENTS OF THE X ARRAY USED BY THE DSP PACKAGE 0 ELEMENTS OF THE IX ARRAY USED BY THE DSP PACKAGE SSM5 -- SINK & SOURCE MIXING PACKAGE, VERSION 5, OCTOBER 2006, INPUT READ FROM UNIT 35 HEADER LINE OF THE SSM PACKAGE INPUT FILE: F F T F F F F F F F MAJOR STRESS COMPONENTS PRESENT IN THE FLOW MODEL: o RECHARGE [RCH] MAXIMUM NUMBER OF POINT SINKS/SOURCES = 100000 2007200 ELEMENTS OF THE X ARRAY USED BY THE SSM PACKAGE 3600 ELEMENTS OF THE IX ARRAY BY THE SSM PACKAGE GCG5 -- GENERALIZED CONJUGATE GRADIENT SOLVER PACKAGE, VERSION 5, FEBRUARY 2005 INPUT READ FROM UNIT 33 MAXIMUM OF 1000 OUTER ITERATIONS AND 30 INNER ITERATIONS ALLOWED FOR CLOSURE THE PRECONDITIONING TYPE SELECTED IS MODIFIED INCOMPLETE CHOLESKY (MIC). DISPERSION CROSS TERMS LUMPED INTO RIGHT-HAND-SIDE 2406000 ELEMENTS OF THE X ARRAY USED BY THE GCG PACKAGE 90000 ELEMENTS OF THE IX ARRAY USED BY THE GCG PACKAGE THE FREE FORMAT OPTION HAS BEEN SELECTED 30 LAYERS 60 ROWS 60 COLUMNS 4 STRESS PERIOD(S) IN SIMULATION BAS6 -- BASIC PACKAGE, VERSION 6, 1/11/2000 INPUT READ FROM UNIT 11 450 ELEMENTS IN IR ARRAY ARE USED BY BAS RCH6 -- RECHARGE PACKAGE, VERSION 6, 1/11/2000 INPUT READ FROM UNIT 23 No named parameters OPTION 3 -- RECHARGE TO HIGHEST ACTIVE NODE IN EACH VERTICAL COLUMN 3600 ELEMENTS IN RX ARRAY ARE USED BY RCH 3600 ELEMENTS IN IR ARRAY ARE USED BY RCH 3600 ELEMENTS OF RX ARRAY USED OUT OF 3600 0 ELEMENTS OF RZ ARRAY USED OUT OF 1 4050 ELEMENTS OF IR ARRAY USED OUT OF 4050 1 BOUNDARY ARRAY FOR LAYER 1 READING BINARY ON UNIT 198 BOUNDARY ARRAY FOR LAYER 2 READING BINARY ON UNIT 199 BOUNDARY ARRAY FOR LAYER 3 READING BINARY ON UNIT 201 BOUNDARY ARRAY FOR LAYER 4 READING BINARY ON UNIT 202 BOUNDARY ARRAY FOR LAYER 5 READING BINARY ON UNIT 203 BOUNDARY ARRAY FOR LAYER 6 READING BINARY ON UNIT 204 BOUNDARY ARRAY FOR LAYER 7 READING BINARY ON UNIT 205 BOUNDARY ARRAY FOR LAYER 8 READING BINARY ON UNIT 206 BOUNDARY ARRAY FOR LAYER 9 READING BINARY ON UNIT 207 BOUNDARY ARRAY FOR LAYER 10 READING BINARY ON UNIT 208 BOUNDARY ARRAY FOR LAYER 11 READING BINARY ON UNIT 209 BOUNDARY ARRAY FOR LAYER 12 READING BINARY ON UNIT 210 BOUNDARY ARRAY FOR LAYER 13 READING BINARY ON UNIT 211 BOUNDARY ARRAY FOR LAYER 14 READING BINARY ON UNIT 212 BOUNDARY ARRAY FOR LAYER 15 READING BINARY ON UNIT 213 BOUNDARY ARRAY FOR LAYER 16 READING BINARY ON UNIT 214 BOUNDARY ARRAY FOR LAYER 17 READING BINARY ON UNIT 215 BOUNDARY ARRAY FOR LAYER 18 READING BINARY ON UNIT 216 BOUNDARY ARRAY FOR LAYER 19 READING BINARY ON UNIT 217 BOUNDARY ARRAY FOR LAYER 20 READING BINARY ON UNIT 218 BOUNDARY ARRAY FOR LAYER 21 READING BINARY ON UNIT 219 BOUNDARY ARRAY FOR LAYER 22 READING BINARY ON UNIT 220 BOUNDARY ARRAY FOR LAYER 23 READING BINARY ON UNIT 221 BOUNDARY ARRAY FOR LAYER 24 READING BINARY ON UNIT 222 BOUNDARY ARRAY FOR LAYER 25 READING BINARY ON UNIT 223 BOUNDARY ARRAY FOR LAYER 26 READING BINARY ON UNIT 224 BOUNDARY ARRAY FOR LAYER 27 READING BINARY ON UNIT 225 BOUNDARY ARRAY FOR LAYER 28 READING BINARY ON UNIT 226 BOUNDARY ARRAY FOR LAYER 29 READING BINARY ON UNIT 227 BOUNDARY ARRAY FOR LAYER 30 READING BINARY ON UNIT 228 AQUIFER HEAD WILL BE SET TO -9999.0 AT ALL NO-FLOW NODES (IBOUND=0). INITIAL HEAD FOR LAYER 1 READING BINARY ON UNIT 229 INITIAL HEAD FOR LAYER 2 READING BINARY ON UNIT 230 INITIAL HEAD FOR LAYER 3 READING BINARY ON UNIT 231 INITIAL HEAD FOR LAYER 4 READING BINARY ON UNIT 232 INITIAL HEAD FOR LAYER 5 READING BINARY ON UNIT 233 INITIAL HEAD FOR LAYER 6 READING BINARY ON UNIT 234 INITIAL HEAD FOR LAYER 7 READING BINARY ON UNIT 235 INITIAL HEAD FOR LAYER 8 READING BINARY ON UNIT 236 INITIAL HEAD FOR LAYER 9 READING BINARY ON UNIT 237 INITIAL HEAD FOR LAYER 10 READING BINARY ON UNIT 238 INITIAL HEAD FOR LAYER 11 READING BINARY ON UNIT 239 INITIAL HEAD FOR LAYER 12 READING BINARY ON UNIT 240 INITIAL HEAD FOR LAYER 13 READING BINARY ON UNIT 241 INITIAL HEAD FOR LAYER 14 READING BINARY ON UNIT 242 INITIAL HEAD FOR LAYER 15 READING BINARY ON UNIT 243 INITIAL HEAD FOR LAYER 16 READING BINARY ON UNIT 244 INITIAL HEAD FOR LAYER 17 READING BINARY ON UNIT 245 INITIAL HEAD FOR LAYER 18 READING BINARY ON UNIT 246 INITIAL HEAD FOR LAYER 19 READING BINARY ON UNIT 247 INITIAL HEAD FOR LAYER 20 READING BINARY ON UNIT 248 INITIAL HEAD FOR LAYER 21 READING BINARY ON UNIT 249 INITIAL HEAD FOR LAYER 22 READING BINARY ON UNIT 250 INITIAL HEAD FOR LAYER 23 READING BINARY ON UNIT 251 INITIAL HEAD FOR LAYER 24 READING BINARY ON UNIT 252 INITIAL HEAD FOR LAYER 25 READING BINARY ON UNIT 253 INITIAL HEAD FOR LAYER 26 READING BINARY ON UNIT 254 INITIAL HEAD FOR LAYER 27 READING BINARY ON UNIT 255 INITIAL HEAD FOR LAYER 28 READING BINARY ON UNIT 256 INITIAL HEAD FOR LAYER 29 READING BINARY ON UNIT 257 INITIAL HEAD FOR LAYER 30 READING BINARY ON UNIT 258 OUTPUT CONTROL IS SPECIFIED ONLY AT TIME STEPS FOR WHICH OUTPUT IS DESIRED HEAD PRINT FORMAT CODE IS 0 DRAWDOWN PRINT FORMAT CODE IS 0 HEADS WILL BE SAVED ON UNIT 99 DRAWDOWNS WILL BE SAVED ON UNIT 0 0 Recharge parameters LAYER NUMBER AQUIFER TYPE ------------ ------------ 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 1 15 1 16 1 17 1 18 1 19 1 20 1 21 1 22 1 23 1 24 1 25 1 26 1 27 1 28 1 29 1 30 1 WIDTH ALONG ROWS (DELR) READING ON UNIT 30 WITH FORMAT: (FREE) 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 WIDTH ALONG COLS (DELC) READING ON UNIT 30 WITH FORMAT: (FREE) 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 TOP ELEV. OF 1ST LAYER READING BINARY ON UNIT 42 CELL THICKNESS (DZ) FOR LAYER 1 READING BINARY ON UNIT 43 CELL THICKNESS (DZ) FOR LAYER 2 READING BINARY ON UNIT 44 CELL THICKNESS (DZ) FOR LAYER 3 READING BINARY ON UNIT 45 CELL THICKNESS (DZ) FOR LAYER 4 READING BINARY ON UNIT 46 CELL THICKNESS (DZ) FOR LAYER 5 READING BINARY ON UNIT 47 CELL THICKNESS (DZ) FOR LAYER 6 READING BINARY ON UNIT 48 CELL THICKNESS (DZ) FOR LAYER 7 READING BINARY ON UNIT 49 CELL THICKNESS (DZ) FOR LAYER 8 READING BINARY ON UNIT 50 CELL THICKNESS (DZ) FOR LAYER 9 READING BINARY ON UNIT 51 CELL THICKNESS (DZ) FOR LAYER 10 READING BINARY ON UNIT 52 CELL THICKNESS (DZ) FOR LAYER 11 READING BINARY ON UNIT 53 CELL THICKNESS (DZ) FOR LAYER 12 READING BINARY ON UNIT 54 CELL THICKNESS (DZ) FOR LAYER 13 READING BINARY ON UNIT 55 CELL THICKNESS (DZ) FOR LAYER 14 READING BINARY ON UNIT 56 CELL THICKNESS (DZ) FOR LAYER 15 READING BINARY ON UNIT 57 CELL THICKNESS (DZ) FOR LAYER 16 READING BINARY ON UNIT 58 CELL THICKNESS (DZ) FOR LAYER 17 READING BINARY ON UNIT 59 CELL THICKNESS (DZ) FOR LAYER 18 READING BINARY ON UNIT 60 CELL THICKNESS (DZ) FOR LAYER 19 READING BINARY ON UNIT 61 CELL THICKNESS (DZ) FOR LAYER 20 READING BINARY ON UNIT 62 CELL THICKNESS (DZ) FOR LAYER 21 READING BINARY ON UNIT 63 CELL THICKNESS (DZ) FOR LAYER 22 READING BINARY ON UNIT 64 CELL THICKNESS (DZ) FOR LAYER 23 READING BINARY ON UNIT 65 CELL THICKNESS (DZ) FOR LAYER 24 READING BINARY ON UNIT 66 CELL THICKNESS (DZ) FOR LAYER 25 READING BINARY ON UNIT 67 CELL THICKNESS (DZ) FOR LAYER 26 READING BINARY ON UNIT 68 CELL THICKNESS (DZ) FOR LAYER 27 READING BINARY ON UNIT 69 CELL THICKNESS (DZ) FOR LAYER 28 READING BINARY ON UNIT 70 CELL THICKNESS (DZ) FOR LAYER 29 READING BINARY ON UNIT 71 CELL THICKNESS (DZ) FOR LAYER 30 READING BINARY ON UNIT 72 POROSITY FOR LAYER 1 READING BINARY ON UNIT 73 POROSITY FOR LAYER 2 READING BINARY ON UNIT 74 POROSITY FOR LAYER 3 READING BINARY ON UNIT 75 POROSITY FOR LAYER 4 READING BINARY ON UNIT 76 POROSITY FOR LAYER 5 READING BINARY ON UNIT 77 POROSITY FOR LAYER 6 READING BINARY ON UNIT 78 POROSITY FOR LAYER 7 READING BINARY ON UNIT 79 POROSITY FOR LAYER 8 READING BINARY ON UNIT 80 POROSITY FOR LAYER 9 READING BINARY ON UNIT 81 POROSITY FOR LAYER 10 READING BINARY ON UNIT 82 POROSITY FOR LAYER 11 READING BINARY ON UNIT 83 POROSITY FOR LAYER 12 READING BINARY ON UNIT 84 POROSITY FOR LAYER 13 READING BINARY ON UNIT 85 POROSITY FOR LAYER 14 READING BINARY ON UNIT 86 POROSITY FOR LAYER 15 READING BINARY ON UNIT 87 POROSITY FOR LAYER 16 READING BINARY ON UNIT 88 POROSITY FOR LAYER 17 READING BINARY ON UNIT 89 POROSITY FOR LAYER 18 READING BINARY ON UNIT 90 POROSITY FOR LAYER 19 READING BINARY ON UNIT 91 POROSITY FOR LAYER 20 READING BINARY ON UNIT 92 POROSITY FOR LAYER 21 READING BINARY ON UNIT 93 POROSITY FOR LAYER 22 READING BINARY ON UNIT 94 POROSITY FOR LAYER 23 READING BINARY ON UNIT 95 POROSITY FOR LAYER 24 READING BINARY ON UNIT 96 POROSITY FOR LAYER 25 READING BINARY ON UNIT 97 POROSITY FOR LAYER 26 READING BINARY ON UNIT 98 POROSITY FOR LAYER 27 READING BINARY ON UNIT 104 POROSITY FOR LAYER 28 READING BINARY ON UNIT 105 POROSITY FOR LAYER 29 READING BINARY ON UNIT 106 POROSITY FOR LAYER 30 READING BINARY ON UNIT 107 CONCN. BOUNDARY ARRAY FOR LAYER 1 READING BINARY ON UNIT 108 CONCN. BOUNDARY ARRAY FOR LAYER 2 READING BINARY ON UNIT 109 CONCN. BOUNDARY ARRAY FOR LAYER 3 READING BINARY ON UNIT 110 CONCN. BOUNDARY ARRAY FOR LAYER 4 READING BINARY ON UNIT 111 CONCN. BOUNDARY ARRAY FOR LAYER 5 READING BINARY ON UNIT 112 CONCN. BOUNDARY ARRAY FOR LAYER 6 READING BINARY ON UNIT 113 CONCN. BOUNDARY ARRAY FOR LAYER 7 READING BINARY ON UNIT 114 CONCN. BOUNDARY ARRAY FOR LAYER 8 READING BINARY ON UNIT 115 CONCN. BOUNDARY ARRAY FOR LAYER 9 READING BINARY ON UNIT 116 CONCN. BOUNDARY ARRAY FOR LAYER 10 READING BINARY ON UNIT 117 CONCN. BOUNDARY ARRAY FOR LAYER 11 READING BINARY ON UNIT 118 CONCN. BOUNDARY ARRAY FOR LAYER 12 READING BINARY ON UNIT 119 CONCN. BOUNDARY ARRAY FOR LAYER 13 READING BINARY ON UNIT 120 CONCN. BOUNDARY ARRAY FOR LAYER 14 READING BINARY ON UNIT 121 CONCN. BOUNDARY ARRAY FOR LAYER 15 READING BINARY ON UNIT 122 CONCN. BOUNDARY ARRAY FOR LAYER 16 READING BINARY ON UNIT 123 CONCN. BOUNDARY ARRAY FOR LAYER 17 READING BINARY ON UNIT 124 CONCN. BOUNDARY ARRAY FOR LAYER 18 READING BINARY ON UNIT 125 CONCN. BOUNDARY ARRAY FOR LAYER 19 READING BINARY ON UNIT 126 CONCN. BOUNDARY ARRAY FOR LAYER 20 READING BINARY ON UNIT 127 CONCN. BOUNDARY ARRAY FOR LAYER 21 READING BINARY ON UNIT 128 CONCN. BOUNDARY ARRAY FOR LAYER 22 READING BINARY ON UNIT 129 CONCN. BOUNDARY ARRAY FOR LAYER 23 READING BINARY ON UNIT 130 CONCN. BOUNDARY ARRAY FOR LAYER 24 READING BINARY ON UNIT 131 CONCN. BOUNDARY ARRAY FOR LAYER 25 READING BINARY ON UNIT 132 CONCN. BOUNDARY ARRAY FOR LAYER 26 READING BINARY ON UNIT 133 CONCN. BOUNDARY ARRAY FOR LAYER 27 READING BINARY ON UNIT 134 CONCN. BOUNDARY ARRAY FOR LAYER 28 READING BINARY ON UNIT 135 CONCN. BOUNDARY ARRAY FOR LAYER 29 READING BINARY ON UNIT 136 CONCN. BOUNDARY ARRAY FOR LAYER 30 READING BINARY ON UNIT 137 INITIAL CONC.: COMP. 01 FOR LAYER 1 READING BINARY ON UNIT 138 INITIAL CONC.: COMP. 01 FOR LAYER 2 READING BINARY ON UNIT 139 INITIAL CONC.: COMP. 01 FOR LAYER 3 READING BINARY ON UNIT 140 INITIAL CONC.: COMP. 01 FOR LAYER 4 READING BINARY ON UNIT 141 INITIAL CONC.: COMP. 01 FOR LAYER 5 READING BINARY ON UNIT 142 INITIAL CONC.: COMP. 01 FOR LAYER 6 READING BINARY ON UNIT 143 INITIAL CONC.: COMP. 01 FOR LAYER 7 READING BINARY ON UNIT 144 INITIAL CONC.: COMP. 01 FOR LAYER 8 READING BINARY ON UNIT 145 INITIAL CONC.: COMP. 01 FOR LAYER 9 READING BINARY ON UNIT 146 INITIAL CONC.: COMP. 01 FOR LAYER 10 READING BINARY ON UNIT 147 INITIAL CONC.: COMP. 01 FOR LAYER 11 READING BINARY ON UNIT 148 INITIAL CONC.: COMP. 01 FOR LAYER 12 READING BINARY ON UNIT 149 INITIAL CONC.: COMP. 01 FOR LAYER 13 READING BINARY ON UNIT 150 INITIAL CONC.: COMP. 01 FOR LAYER 14 READING BINARY ON UNIT 151 INITIAL CONC.: COMP. 01 FOR LAYER 15 READING BINARY ON UNIT 152 INITIAL CONC.: COMP. 01 FOR LAYER 16 READING BINARY ON UNIT 153 INITIAL CONC.: COMP. 01 FOR LAYER 17 READING BINARY ON UNIT 154 INITIAL CONC.: COMP. 01 FOR LAYER 18 READING BINARY ON UNIT 155 INITIAL CONC.: COMP. 01 FOR LAYER 19 READING BINARY ON UNIT 156 INITIAL CONC.: COMP. 01 FOR LAYER 20 READING BINARY ON UNIT 157 INITIAL CONC.: COMP. 01 FOR LAYER 21 READING BINARY ON UNIT 158 INITIAL CONC.: COMP. 01 FOR LAYER 22 READING BINARY ON UNIT 159 INITIAL CONC.: COMP. 01 FOR LAYER 23 READING BINARY ON UNIT 160 INITIAL CONC.: COMP. 01 FOR LAYER 24 READING BINARY ON UNIT 161 INITIAL CONC.: COMP. 01 FOR LAYER 25 READING BINARY ON UNIT 162 INITIAL CONC.: COMP. 01 FOR LAYER 26 READING BINARY ON UNIT 163 INITIAL CONC.: COMP. 01 FOR LAYER 27 READING BINARY ON UNIT 164 INITIAL CONC.: COMP. 01 FOR LAYER 28 READING BINARY ON UNIT 165 INITIAL CONC.: COMP. 01 FOR LAYER 29 READING BINARY ON UNIT 166 INITIAL CONC.: COMP. 01 FOR LAYER 30 READING BINARY ON UNIT 167 VALUE INDICATING INACTIVE CONCENTRATION CELLS = -9999.000 MINIMUM SATURATED THICKNESS [THKMIN] ALLOWED = 0.0100 OF TOTAL CELL THICKNESS OUTPUT CONTROL OPTIONS ---------------------- DO NOT PRINT CELL CONCENTRATION DO NOT PRINT PARTICLE NUMBER IN EACH CELL DO NOT PRINT RETARDATION FACTOR DO NOT PRINT DISPERSION COEFFICIENT DO NOT SAVE CONCENTRATIONS IN UNFORMATTED FILES NUMBER OF TIMES AT WHICH SIMULATION RESULTS ARE SAVED = 1 TOTAL ELAPSED TIMES AT WHICH SIMULATION RESULTS ARE SAVED: 100.00 NUMBER OF OBSERVATION POINTS = 0 SAVE ONE-LINE SUMMARY OF MASS BUDGETS IN FILES [MT3Dnnn.MAS] FOR EACH SPECIES ON UNITS 601 AND ABOVE, EVERY 1 TRANSPORT STEPS MAXIMUM LENGTH ALONG THE X (J) AXIS = 6000.000 MAXIMUM LENGTH ALONG THE Y (I) AXIS = 6000.000 MAXIMUM LENGTH ALONG THE Z (K) AXIS = 150.0000 ADVECTION SOLUTION OPTIONS -------------------------- ADVECTION IS SOLVED WITH THE ULTIMATE SCHEME COURANT NUMBER ALLOWED IN SOLVING THE ADVECTION TERM = 1.00 DISPERSION INPUT PARAMETERS --------------------------- LONG. DISPERSIVITY (AL) = 20.0000 FOR LAYER 1 LONG. DISPERSIVITY (AL) = 20.0000 FOR LAYER 2 LONG. DISPERSIVITY (AL) = 20.0000 FOR LAYER 3 LONG. DISPERSIVITY (AL) = 20.0000 FOR LAYER 4 LONG. DISPERSIVITY (AL) = 20.0000 FOR LAYER 5 LONG. DISPERSIVITY (AL) = 20.0000 FOR LAYER 6 LONG. DISPERSIVITY (AL) = 20.0000 FOR LAYER 7 LONG. DISPERSIVITY (AL) = 20.0000 FOR LAYER 8 LONG. DISPERSIVITY (AL) = 20.0000 FOR LAYER 9 LONG. DISPERSIVITY (AL) = 20.0000 FOR LAYER 10 LONG. DISPERSIVITY (AL) = 20.0000 FOR LAYER 11 LONG. DISPERSIVITY (AL) = 20.0000 FOR LAYER 12 LONG. DISPERSIVITY (AL) = 20.0000 FOR LAYER 13 LONG. DISPERSIVITY (AL) = 20.0000 FOR LAYER 14 LONG. DISPERSIVITY (AL) = 20.0000 FOR LAYER 15 LONG. DISPERSIVITY (AL) = 20.0000 FOR LAYER 16 LONG. DISPERSIVITY (AL) = 20.0000 FOR LAYER 17 LONG. DISPERSIVITY (AL) = 20.0000 FOR LAYER 18 LONG. DISPERSIVITY (AL) = 20.0000 FOR LAYER 19 LONG. DISPERSIVITY (AL) = 20.0000 FOR LAYER 20 LONG. DISPERSIVITY (AL) = 20.0000 FOR LAYER 21 LONG. DISPERSIVITY (AL) = 20.0000 FOR LAYER 22 LONG. DISPERSIVITY (AL) = 20.0000 FOR LAYER 23 LONG. DISPERSIVITY (AL) = 20.0000 FOR LAYER 24 LONG. DISPERSIVITY (AL) = 20.0000 FOR LAYER 25 LONG. DISPERSIVITY (AL) = 20.0000 FOR LAYER 26 LONG. DISPERSIVITY (AL) = 20.0000 FOR LAYER 27 LONG. DISPERSIVITY (AL) = 20.0000 FOR LAYER 28 LONG. DISPERSIVITY (AL) = 20.0000 FOR LAYER 29 LONG. DISPERSIVITY (AL) = 20.0000 FOR LAYER 30 H. TRANS./LONG. DISP. READING ON UNIT 31 WITH FORMAT: (FREE) 0.10000 0.10000 0.10000 0.10000 0.10000 0.10000 0.10000 0.10000 0.10000 0.10000 0.10000 0.10000 0.10000 0.10000 0.10000 0.10000 0.10000 0.10000 0.10000 0.10000 0.10000 0.10000 0.10000 0.10000 0.10000 0.10000 0.10000 0.10000 0.10000 0.10000 V. TRANS./LONG. DISP. READING ON UNIT 31 WITH FORMAT: (FREE) 0.10000 0.10000 0.10000 0.10000 0.10000 0.10000 0.10000 0.10000 0.10000 0.10000 0.10000 0.10000 0.10000 0.10000 0.10000 0.10000 0.10000 0.10000 0.10000 0.10000 0.10000 0.10000 0.10000 0.10000 0.10000 0.10000 0.10000 0.10000 0.10000 0.10000 DIFFUSION COEFFICIENT READING ON UNIT 31 WITH FORMAT: (FREE) 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 SOLUTION BY THE GENERALIZED CONJUGATE GRADIENT METHOD ----------------------------------------------------- MAXIMUM OUTER ITERATIONS ALLOWED FOR CLOSURE = 1000 MAXIMUM INNER ITERATIONS ALLOWED FOR CLOSURE = 30 PRECONDITIONING TYPE SELECTED = 3 ACCELERATION PARAMETER = 1.0000 CONCENTRATION CHANGE CRITERION FOR CLOSURE = 0.10000E-05 GCG CONCENTRATION CHANGE PRINTOUT INTERVAL = 999 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ STRESS PERIOD NO. 001 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ LENGTH OF CURRENT STRESS PERIOD = 7304.000 NUMBER OF TIME STEPS FOR CURRENT STRESS PERIOD = 1 TIME STEP MULTIPLIER USED IN FLOW SOLUTION = 1.000000 USER-SPECIFIED TRANSPORT STEPSIZE = 0.000000 d MAXIMUM NUMBER OF TRANSPORT STEPS ALLOWED IN ONE FLOW TIME STEP = 3000 MULTIPLIER FOR SUCCESSIVE TRANSPORT STEPS [USED IN IMPLICIT SCHEMES] = 1.000 MAXIMUM TRANSPORT STEP SIZE [USED IN IMPLICIT SCHEMES] = 0.000000 d 1 STRESS PERIOD NO. 1, LENGTH = 7304.000 ----------------------------------------------- NUMBER OF TIME STEPS = 1 MULTIPLIER FOR DELT = 1.000 INITIAL TIME STEP SIZE = 7304.000 CONCENTRATION OF RECHARGE FLUXES WILL BE READ IN STRESS PERIOD 1 RECH. CONC. COMP. 01 = 0.00000 NO. OF POINT SINKS/SOURCES OF SPECIFIED CONCONCENTRATIONS = 0 IN STRESS PERIOD 1 RECHARGE READING BINARY ON UNIT 350 ================================================ FROM TIME = 0.0000 TO 7304.0 SOLVING FOR HEAD 3 CALLS TO PCG ROUTINE FOR TIME STEP 1 IN STRESS PERIOD 1 53 TOTAL ITERATIONS FLOW MODEL IS TRANSIENT FLOW MODEL CONTAINS CONSTANT-HEAD CELLS MAXIMUM STEPSIZE DURING WHICH ANY PARTICLE CANNOT MOVE MORE THAN ONE CELL = 521.6 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE ADVECTION TERM (FOR PURE FINITE-DIFFERENCE OPTION, MIXELM=0) = 340.2 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 TOTAL NUMBER OF POINT SOURCES/SINKS PRESENT IN THE FLOW MODEL = 2343 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE SINK & SOURCE TERM = 0.1000E+31(WHEN MIN. R.F.=1) AT K= 0, I= 0, J= 0 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE DISPERSION TERM = 88.49 (WHEN MIN. R.F.=1) AT K= 1, I= 12, J= 22 2 CALLS TO GCG PACKAGE FOR TRANSPORT TIME STEP 1 IN FLOW TIME STEP 1 STRESS PERIOD 1 2 TOTAL ITERATIONS OUTPUT CONTROL FOR STRESS PERIOD 1 TIME STEP 1 SAVE HEAD FOR ALL LAYERS SAVE BUDGET FOR ALL LAYERS SAVE BUDGET SOLVING FOR HEAD 1 CALLS TO PCG ROUTINE FOR TIME STEP 1 IN STRESS PERIOD 1 1 TOTAL ITERATIONS FLOW MODEL IS TRANSIENT FLOW MODEL CONTAINS CONSTANT-HEAD CELLS MAXIMUM STEPSIZE DURING WHICH ANY PARTICLE CANNOT MOVE MORE THAN ONE CELL = 521.6 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE ADVECTION TERM (FOR PURE FINITE-DIFFERENCE OPTION, MIXELM=0) = 340.2 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 TOTAL NUMBER OF POINT SOURCES/SINKS PRESENT IN THE FLOW MODEL = 2343 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE SINK & SOURCE TERM = 0.1000E+31(WHEN MIN. R.F.=1) AT K= 0, I= 0, J= 0 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE DISPERSION TERM = 88.49 (WHEN MIN. R.F.=1) AT K= 1, I= 12, J= 22 3 CALLS TO GCG PACKAGE FOR TRANSPORT TIME STEP 2 IN FLOW TIME STEP 1 STRESS PERIOD 1 7 TOTAL ITERATIONS >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>FOR COMPONENT NO. 01<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<< ------------------------------------------- TRANSPORT STEP NO. 2 ------------------------------------------- TOTAL ELAPSED TIME SINCE BEGINNING OF SIMULATION = 100.0000 d ..................................................................... CUMMULATIVE MASS BUDGETS AT END OF TRANSPORT STEP 2, TIME STEP 1, STRESS PERIOD 1 ------------------------------------------------------------------------------------------ IN OUT ---------------- ---------------- CONSTANT CONCENTRATION: 1574892. -0.1535144E+09 CONSTANT HEAD: 0.000000 0.000000 RECHARGE: 0.000000 0.000000 MASS STOR (FLOW MODEL): 0.000000 0.000000 MASS STORAGE (SOLUTE): 0.1526920E+09 -757713.9 --------------------------------------------------------------------------- [TOTAL]: 0.1542668E+09 k -0.1542722E+09 k NET (IN - OUT): -5312.000 DISCREPANCY (PERCENT): -0.3443325E-02 SOLVING FOR HEAD 3 CALLS TO PCG ROUTINE FOR TIME STEP 1 IN STRESS PERIOD 1 44 TOTAL ITERATIONS FLOW MODEL IS TRANSIENT FLOW MODEL CONTAINS CONSTANT-HEAD CELLS MAXIMUM STEPSIZE DURING WHICH ANY PARTICLE CANNOT MOVE MORE THAN ONE CELL = 488.1 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE ADVECTION TERM (FOR PURE FINITE-DIFFERENCE OPTION, MIXELM=0) = 307.0 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 TOTAL NUMBER OF POINT SOURCES/SINKS PRESENT IN THE FLOW MODEL = 2343 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE SINK & SOURCE TERM = 0.1000E+31(WHEN MIN. R.F.=1) AT K= 0, I= 0, J= 0 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE DISPERSION TERM = 80.21 (WHEN MIN. R.F.=1) AT K= 1, I= 12, J= 22 4 CALLS TO GCG PACKAGE FOR TRANSPORT TIME STEP 3 IN FLOW TIME STEP 1 STRESS PERIOD 1 10 TOTAL ITERATIONS SOLVING FOR HEAD 3 CALLS TO PCG ROUTINE FOR TIME STEP 1 IN STRESS PERIOD 1 45 TOTAL ITERATIONS FLOW MODEL IS TRANSIENT FLOW MODEL CONTAINS CONSTANT-HEAD CELLS MAXIMUM STEPSIZE DURING WHICH ANY PARTICLE CANNOT MOVE MORE THAN ONE CELL = 512.0 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE ADVECTION TERM (FOR PURE FINITE-DIFFERENCE OPTION, MIXELM=0) = 296.8 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 TOTAL NUMBER OF POINT SOURCES/SINKS PRESENT IN THE FLOW MODEL = 2343 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE SINK & SOURCE TERM = 0.1000E+31(WHEN MIN. R.F.=1) AT K= 0, I= 0, J= 0 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE DISPERSION TERM = 77.41 (WHEN MIN. R.F.=1) AT K= 1, I= 12, J= 22 4 CALLS TO GCG PACKAGE FOR TRANSPORT TIME STEP 4 IN FLOW TIME STEP 1 STRESS PERIOD 1 10 TOTAL ITERATIONS SOLVING FOR HEAD 3 CALLS TO PCG ROUTINE FOR TIME STEP 1 IN STRESS PERIOD 1 41 TOTAL ITERATIONS FLOW MODEL IS TRANSIENT FLOW MODEL CONTAINS CONSTANT-HEAD CELLS MAXIMUM STEPSIZE DURING WHICH ANY PARTICLE CANNOT MOVE MORE THAN ONE CELL = 498.2 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE ADVECTION TERM (FOR PURE FINITE-DIFFERENCE OPTION, MIXELM=0) = 281.3 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 TOTAL NUMBER OF POINT SOURCES/SINKS PRESENT IN THE FLOW MODEL = 2343 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE SINK & SOURCE TERM = 0.1000E+31(WHEN MIN. R.F.=1) AT K= 0, I= 0, J= 0 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE DISPERSION TERM = 73.50 (WHEN MIN. R.F.=1) AT K= 1, I= 12, J= 22 4 CALLS TO GCG PACKAGE FOR TRANSPORT TIME STEP 5 IN FLOW TIME STEP 1 STRESS PERIOD 1 10 TOTAL ITERATIONS SOLVING FOR HEAD 3 CALLS TO PCG ROUTINE FOR TIME STEP 1 IN STRESS PERIOD 1 39 TOTAL ITERATIONS FLOW MODEL IS TRANSIENT FLOW MODEL CONTAINS CONSTANT-HEAD CELLS MAXIMUM STEPSIZE DURING WHICH ANY PARTICLE CANNOT MOVE MORE THAN ONE CELL = 479.1 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE ADVECTION TERM (FOR PURE FINITE-DIFFERENCE OPTION, MIXELM=0) = 268.3 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 TOTAL NUMBER OF POINT SOURCES/SINKS PRESENT IN THE FLOW MODEL = 2343 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE SINK & SOURCE TERM = 0.1000E+31(WHEN MIN. R.F.=1) AT K= 0, I= 0, J= 0 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE DISPERSION TERM = 70.30 (WHEN MIN. R.F.=1) AT K= 1, I= 12, J= 22 4 CALLS TO GCG PACKAGE FOR TRANSPORT TIME STEP 6 IN FLOW TIME STEP 1 STRESS PERIOD 1 10 TOTAL ITERATIONS SOLVING FOR HEAD 3 CALLS TO PCG ROUTINE FOR TIME STEP 1 IN STRESS PERIOD 1 37 TOTAL ITERATIONS FLOW MODEL IS TRANSIENT FLOW MODEL CONTAINS CONSTANT-HEAD CELLS MAXIMUM STEPSIZE DURING WHICH ANY PARTICLE CANNOT MOVE MORE THAN ONE CELL = 461.9 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE ADVECTION TERM (FOR PURE FINITE-DIFFERENCE OPTION, MIXELM=0) = 258.0 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 TOTAL NUMBER OF POINT SOURCES/SINKS PRESENT IN THE FLOW MODEL = 2343 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE SINK & SOURCE TERM = 0.1000E+31(WHEN MIN. R.F.=1) AT K= 0, I= 0, J= 0 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE DISPERSION TERM = 67.80 (WHEN MIN. R.F.=1) AT K= 1, I= 12, J= 22 4 CALLS TO GCG PACKAGE FOR TRANSPORT TIME STEP 7 IN FLOW TIME STEP 1 STRESS PERIOD 1 10 TOTAL ITERATIONS SOLVING FOR HEAD 3 CALLS TO PCG ROUTINE FOR TIME STEP 1 IN STRESS PERIOD 1 36 TOTAL ITERATIONS FLOW MODEL IS TRANSIENT FLOW MODEL CONTAINS CONSTANT-HEAD CELLS MAXIMUM STEPSIZE DURING WHICH ANY PARTICLE CANNOT MOVE MORE THAN ONE CELL = 445.9 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE ADVECTION TERM (FOR PURE FINITE-DIFFERENCE OPTION, MIXELM=0) = 249.2 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 TOTAL NUMBER OF POINT SOURCES/SINKS PRESENT IN THE FLOW MODEL = 2343 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE SINK & SOURCE TERM = 0.1000E+31(WHEN MIN. R.F.=1) AT K= 0, I= 0, J= 0 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE DISPERSION TERM = 65.66 (WHEN MIN. R.F.=1) AT K= 1, I= 12, J= 22 4 CALLS TO GCG PACKAGE FOR TRANSPORT TIME STEP 8 IN FLOW TIME STEP 1 STRESS PERIOD 1 10 TOTAL ITERATIONS SOLVING FOR HEAD 3 CALLS TO PCG ROUTINE FOR TIME STEP 1 IN STRESS PERIOD 1 35 TOTAL ITERATIONS FLOW MODEL IS TRANSIENT FLOW MODEL CONTAINS CONSTANT-HEAD CELLS MAXIMUM STEPSIZE DURING WHICH ANY PARTICLE CANNOT MOVE MORE THAN ONE CELL = 433.1 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE ADVECTION TERM (FOR PURE FINITE-DIFFERENCE OPTION, MIXELM=0) = 242.2 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 TOTAL NUMBER OF POINT SOURCES/SINKS PRESENT IN THE FLOW MODEL = 2343 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE SINK & SOURCE TERM = 0.1000E+31(WHEN MIN. R.F.=1) AT K= 0, I= 0, J= 0 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE DISPERSION TERM = 63.88 (WHEN MIN. R.F.=1) AT K= 1, I= 12, J= 22 4 CALLS TO GCG PACKAGE FOR TRANSPORT TIME STEP 9 IN FLOW TIME STEP 1 STRESS PERIOD 1 10 TOTAL ITERATIONS SOLVING FOR HEAD 3 CALLS TO PCG ROUTINE FOR TIME STEP 1 IN STRESS PERIOD 1 34 TOTAL ITERATIONS FLOW MODEL IS TRANSIENT FLOW MODEL CONTAINS CONSTANT-HEAD CELLS MAXIMUM STEPSIZE DURING WHICH ANY PARTICLE CANNOT MOVE MORE THAN ONE CELL = 424.7 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE ADVECTION TERM (FOR PURE FINITE-DIFFERENCE OPTION, MIXELM=0) = 236.8 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 TOTAL NUMBER OF POINT SOURCES/SINKS PRESENT IN THE FLOW MODEL = 2343 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE SINK & SOURCE TERM = 0.1000E+31(WHEN MIN. R.F.=1) AT K= 0, I= 0, J= 0 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE DISPERSION TERM = 62.54 (WHEN MIN. R.F.=1) AT K= 1, I= 12, J= 22 4 CALLS TO GCG PACKAGE FOR TRANSPORT TIME STEP 10 IN FLOW TIME STEP 1 STRESS PERIOD 1 10 TOTAL ITERATIONS SOLVING FOR HEAD 3 CALLS TO PCG ROUTINE FOR TIME STEP 1 IN STRESS PERIOD 1 33 TOTAL ITERATIONS FLOW MODEL IS TRANSIENT FLOW MODEL CONTAINS CONSTANT-HEAD CELLS MAXIMUM STEPSIZE DURING WHICH ANY PARTICLE CANNOT MOVE MORE THAN ONE CELL = 416.7 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE ADVECTION TERM (FOR PURE FINITE-DIFFERENCE OPTION, MIXELM=0) = 232.0 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 TOTAL NUMBER OF POINT SOURCES/SINKS PRESENT IN THE FLOW MODEL = 2343 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE SINK & SOURCE TERM = 0.1000E+31(WHEN MIN. R.F.=1) AT K= 0, I= 0, J= 0 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE DISPERSION TERM = 61.36 (WHEN MIN. R.F.=1) AT K= 1, I= 12, J= 22 4 CALLS TO GCG PACKAGE FOR TRANSPORT TIME STEP 11 IN FLOW TIME STEP 1 STRESS PERIOD 1 10 TOTAL ITERATIONS SOLVING FOR HEAD 3 CALLS TO PCG ROUTINE FOR TIME STEP 1 IN STRESS PERIOD 1 32 TOTAL ITERATIONS FLOW MODEL IS TRANSIENT FLOW MODEL CONTAINS CONSTANT-HEAD CELLS MAXIMUM STEPSIZE DURING WHICH ANY PARTICLE CANNOT MOVE MORE THAN ONE CELL = 409.2 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE ADVECTION TERM (FOR PURE FINITE-DIFFERENCE OPTION, MIXELM=0) = 227.7 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 TOTAL NUMBER OF POINT SOURCES/SINKS PRESENT IN THE FLOW MODEL = 2343 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE SINK & SOURCE TERM = 0.1000E+31(WHEN MIN. R.F.=1) AT K= 0, I= 0, J= 0 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE DISPERSION TERM = 60.30 (WHEN MIN. R.F.=1) AT K= 1, I= 12, J= 22 4 CALLS TO GCG PACKAGE FOR TRANSPORT TIME STEP 12 IN FLOW TIME STEP 1 STRESS PERIOD 1 10 TOTAL ITERATIONS SOLVING FOR HEAD 3 CALLS TO PCG ROUTINE FOR TIME STEP 1 IN STRESS PERIOD 1 32 TOTAL ITERATIONS FLOW MODEL IS TRANSIENT FLOW MODEL CONTAINS CONSTANT-HEAD CELLS MAXIMUM STEPSIZE DURING WHICH ANY PARTICLE CANNOT MOVE MORE THAN ONE CELL = 402.3 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE ADVECTION TERM (FOR PURE FINITE-DIFFERENCE OPTION, MIXELM=0) = 223.9 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 TOTAL NUMBER OF POINT SOURCES/SINKS PRESENT IN THE FLOW MODEL = 2343 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE SINK & SOURCE TERM = 0.1000E+31(WHEN MIN. R.F.=1) AT K= 0, I= 0, J= 0 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE DISPERSION TERM = 59.35 (WHEN MIN. R.F.=1) AT K= 1, I= 12, J= 22 4 CALLS TO GCG PACKAGE FOR TRANSPORT TIME STEP 13 IN FLOW TIME STEP 1 STRESS PERIOD 1 10 TOTAL ITERATIONS SOLVING FOR HEAD 3 CALLS TO PCG ROUTINE FOR TIME STEP 1 IN STRESS PERIOD 1 32 TOTAL ITERATIONS FLOW MODEL IS TRANSIENT FLOW MODEL CONTAINS CONSTANT-HEAD CELLS MAXIMUM STEPSIZE DURING WHICH ANY PARTICLE CANNOT MOVE MORE THAN ONE CELL = 396.0 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE ADVECTION TERM (FOR PURE FINITE-DIFFERENCE OPTION, MIXELM=0) = 220.5 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 TOTAL NUMBER OF POINT SOURCES/SINKS PRESENT IN THE FLOW MODEL = 2343 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE SINK & SOURCE TERM = 0.1000E+31(WHEN MIN. R.F.=1) AT K= 0, I= 0, J= 0 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE DISPERSION TERM = 58.48 (WHEN MIN. R.F.=1) AT K= 1, I= 12, J= 22 4 CALLS TO GCG PACKAGE FOR TRANSPORT TIME STEP 14 IN FLOW TIME STEP 1 STRESS PERIOD 1 10 TOTAL ITERATIONS SOLVING FOR HEAD 3 CALLS TO PCG ROUTINE FOR TIME STEP 1 IN STRESS PERIOD 1 32 TOTAL ITERATIONS FLOW MODEL IS TRANSIENT FLOW MODEL CONTAINS CONSTANT-HEAD CELLS MAXIMUM STEPSIZE DURING WHICH ANY PARTICLE CANNOT MOVE MORE THAN ONE CELL = 390.1 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE ADVECTION TERM (FOR PURE FINITE-DIFFERENCE OPTION, MIXELM=0) = 217.3 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 TOTAL NUMBER OF POINT SOURCES/SINKS PRESENT IN THE FLOW MODEL = 2343 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE SINK & SOURCE TERM = 0.1000E+31(WHEN MIN. R.F.=1) AT K= 0, I= 0, J= 0 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE DISPERSION TERM = 57.69 (WHEN MIN. R.F.=1) AT K= 1, I= 12, J= 22 4 CALLS TO GCG PACKAGE FOR TRANSPORT TIME STEP 15 IN FLOW TIME STEP 1 STRESS PERIOD 1 10 TOTAL ITERATIONS SOLVING FOR HEAD 3 CALLS TO PCG ROUTINE FOR TIME STEP 1 IN STRESS PERIOD 1 32 TOTAL ITERATIONS FLOW MODEL IS TRANSIENT FLOW MODEL CONTAINS CONSTANT-HEAD CELLS MAXIMUM STEPSIZE DURING WHICH ANY PARTICLE CANNOT MOVE MORE THAN ONE CELL = 384.8 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE ADVECTION TERM (FOR PURE FINITE-DIFFERENCE OPTION, MIXELM=0) = 214.4 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 TOTAL NUMBER OF POINT SOURCES/SINKS PRESENT IN THE FLOW MODEL = 2343 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE SINK & SOURCE TERM = 0.1000E+31(WHEN MIN. R.F.=1) AT K= 0, I= 0, J= 0 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE DISPERSION TERM = 56.97 (WHEN MIN. R.F.=1) AT K= 1, I= 12, J= 22 4 CALLS TO GCG PACKAGE FOR TRANSPORT TIME STEP 16 IN FLOW TIME STEP 1 STRESS PERIOD 1 10 TOTAL ITERATIONS SOLVING FOR HEAD 3 CALLS TO PCG ROUTINE FOR TIME STEP 1 IN STRESS PERIOD 1 32 TOTAL ITERATIONS FLOW MODEL IS TRANSIENT FLOW MODEL CONTAINS CONSTANT-HEAD CELLS MAXIMUM STEPSIZE DURING WHICH ANY PARTICLE CANNOT MOVE MORE THAN ONE CELL = 379.8 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE ADVECTION TERM (FOR PURE FINITE-DIFFERENCE OPTION, MIXELM=0) = 211.8 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 TOTAL NUMBER OF POINT SOURCES/SINKS PRESENT IN THE FLOW MODEL = 2343 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE SINK & SOURCE TERM = 0.1000E+31(WHEN MIN. R.F.=1) AT K= 0, I= 0, J= 0 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE DISPERSION TERM = 56.30 (WHEN MIN. R.F.=1) AT K= 1, I= 12, J= 22 4 CALLS TO GCG PACKAGE FOR TRANSPORT TIME STEP 17 IN FLOW TIME STEP 1 STRESS PERIOD 1 10 TOTAL ITERATIONS SOLVING FOR HEAD 3 CALLS TO PCG ROUTINE FOR TIME STEP 1 IN STRESS PERIOD 1 32 TOTAL ITERATIONS FLOW MODEL IS TRANSIENT FLOW MODEL CONTAINS CONSTANT-HEAD CELLS MAXIMUM STEPSIZE DURING WHICH ANY PARTICLE CANNOT MOVE MORE THAN ONE CELL = 375.0 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE ADVECTION TERM (FOR PURE FINITE-DIFFERENCE OPTION, MIXELM=0) = 209.3 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 TOTAL NUMBER OF POINT SOURCES/SINKS PRESENT IN THE FLOW MODEL = 2343 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE SINK & SOURCE TERM = 0.1000E+31(WHEN MIN. R.F.=1) AT K= 0, I= 0, J= 0 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE DISPERSION TERM = 55.68 (WHEN MIN. R.F.=1) AT K= 1, I= 12, J= 22 4 CALLS TO GCG PACKAGE FOR TRANSPORT TIME STEP 18 IN FLOW TIME STEP 1 STRESS PERIOD 1 10 TOTAL ITERATIONS SOLVING FOR HEAD 3 CALLS TO PCG ROUTINE FOR TIME STEP 1 IN STRESS PERIOD 1 31 TOTAL ITERATIONS FLOW MODEL IS TRANSIENT FLOW MODEL CONTAINS CONSTANT-HEAD CELLS MAXIMUM STEPSIZE DURING WHICH ANY PARTICLE CANNOT MOVE MORE THAN ONE CELL = 370.4 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE ADVECTION TERM (FOR PURE FINITE-DIFFERENCE OPTION, MIXELM=0) = 207.0 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 TOTAL NUMBER OF POINT SOURCES/SINKS PRESENT IN THE FLOW MODEL = 2343 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE SINK & SOURCE TERM = 0.1000E+31(WHEN MIN. R.F.=1) AT K= 0, I= 0, J= 0 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE DISPERSION TERM = 55.09 (WHEN MIN. R.F.=1) AT K= 1, I= 12, J= 22 4 CALLS TO GCG PACKAGE FOR TRANSPORT TIME STEP 19 IN FLOW TIME STEP 1 STRESS PERIOD 1 10 TOTAL ITERATIONS SOLVING FOR HEAD 3 CALLS TO PCG ROUTINE FOR TIME STEP 1 IN STRESS PERIOD 1 31 TOTAL ITERATIONS FLOW MODEL IS TRANSIENT FLOW MODEL CONTAINS CONSTANT-HEAD CELLS MAXIMUM STEPSIZE DURING WHICH ANY PARTICLE CANNOT MOVE MORE THAN ONE CELL = 366.2 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE ADVECTION TERM (FOR PURE FINITE-DIFFERENCE OPTION, MIXELM=0) = 204.9 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 TOTAL NUMBER OF POINT SOURCES/SINKS PRESENT IN THE FLOW MODEL = 2343 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE SINK & SOURCE TERM = 0.1000E+31(WHEN MIN. R.F.=1) AT K= 0, I= 0, J= 0 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE DISPERSION TERM = 54.55 (WHEN MIN. R.F.=1) AT K= 1, I= 12, J= 22 4 CALLS TO GCG PACKAGE FOR TRANSPORT TIME STEP 20 IN FLOW TIME STEP 1 STRESS PERIOD 1 10 TOTAL ITERATIONS SOLVING FOR HEAD 3 CALLS TO PCG ROUTINE FOR TIME STEP 1 IN STRESS PERIOD 1 31 TOTAL ITERATIONS FLOW MODEL IS TRANSIENT FLOW MODEL CONTAINS CONSTANT-HEAD CELLS MAXIMUM STEPSIZE DURING WHICH ANY PARTICLE CANNOT MOVE MORE THAN ONE CELL = 362.1 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE ADVECTION TERM (FOR PURE FINITE-DIFFERENCE OPTION, MIXELM=0) = 202.8 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 TOTAL NUMBER OF POINT SOURCES/SINKS PRESENT IN THE FLOW MODEL = 2343 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE SINK & SOURCE TERM = 0.1000E+31(WHEN MIN. R.F.=1) AT K= 0, I= 0, J= 0 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE DISPERSION TERM = 54.03 (WHEN MIN. R.F.=1) AT K= 1, I= 12, J= 22 4 CALLS TO GCG PACKAGE FOR TRANSPORT TIME STEP 21 IN FLOW TIME STEP 1 STRESS PERIOD 1 10 TOTAL ITERATIONS SOLVING FOR HEAD 3 CALLS TO PCG ROUTINE FOR TIME STEP 1 IN STRESS PERIOD 1 31 TOTAL ITERATIONS FLOW MODEL IS TRANSIENT FLOW MODEL CONTAINS CONSTANT-HEAD CELLS MAXIMUM STEPSIZE DURING WHICH ANY PARTICLE CANNOT MOVE MORE THAN ONE CELL = 358.3 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE ADVECTION TERM (FOR PURE FINITE-DIFFERENCE OPTION, MIXELM=0) = 200.9 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 TOTAL NUMBER OF POINT SOURCES/SINKS PRESENT IN THE FLOW MODEL = 2343 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE SINK & SOURCE TERM = 0.1000E+31(WHEN MIN. R.F.=1) AT K= 0, I= 0, J= 0 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE DISPERSION TERM = 53.55 (WHEN MIN. R.F.=1) AT K= 1, I= 12, J= 22 4 CALLS TO GCG PACKAGE FOR TRANSPORT TIME STEP 22 IN FLOW TIME STEP 1 STRESS PERIOD 1 10 TOTAL ITERATIONS SOLVING FOR HEAD 3 CALLS TO PCG ROUTINE FOR TIME STEP 1 IN STRESS PERIOD 1 30 TOTAL ITERATIONS FLOW MODEL IS TRANSIENT FLOW MODEL CONTAINS CONSTANT-HEAD CELLS MAXIMUM STEPSIZE DURING WHICH ANY PARTICLE CANNOT MOVE MORE THAN ONE CELL = 354.7 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE ADVECTION TERM (FOR PURE FINITE-DIFFERENCE OPTION, MIXELM=0) = 199.1 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 TOTAL NUMBER OF POINT SOURCES/SINKS PRESENT IN THE FLOW MODEL = 2343 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE SINK & SOURCE TERM = 0.1000E+31(WHEN MIN. R.F.=1) AT K= 0, I= 0, J= 0 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE DISPERSION TERM = 53.09 (WHEN MIN. R.F.=1) AT K= 1, I= 12, J= 22 4 CALLS TO GCG PACKAGE FOR TRANSPORT TIME STEP 23 IN FLOW TIME STEP 1 STRESS PERIOD 1 10 TOTAL ITERATIONS SOLVING FOR HEAD 3 CALLS TO PCG ROUTINE FOR TIME STEP 1 IN STRESS PERIOD 1 30 TOTAL ITERATIONS FLOW MODEL IS TRANSIENT FLOW MODEL CONTAINS CONSTANT-HEAD CELLS MAXIMUM STEPSIZE DURING WHICH ANY PARTICLE CANNOT MOVE MORE THAN ONE CELL = 351.3 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE ADVECTION TERM (FOR PURE FINITE-DIFFERENCE OPTION, MIXELM=0) = 197.4 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 TOTAL NUMBER OF POINT SOURCES/SINKS PRESENT IN THE FLOW MODEL = 2343 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE SINK & SOURCE TERM = 0.1000E+31(WHEN MIN. R.F.=1) AT K= 0, I= 0, J= 0 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE DISPERSION TERM = 52.65 (WHEN MIN. R.F.=1) AT K= 1, I= 12, J= 22 4 CALLS TO GCG PACKAGE FOR TRANSPORT TIME STEP 24 IN FLOW TIME STEP 1 STRESS PERIOD 1 10 TOTAL ITERATIONS SOLVING FOR HEAD 3 CALLS TO PCG ROUTINE FOR TIME STEP 1 IN STRESS PERIOD 1 30 TOTAL ITERATIONS FLOW MODEL IS TRANSIENT FLOW MODEL CONTAINS CONSTANT-HEAD CELLS MAXIMUM STEPSIZE DURING WHICH ANY PARTICLE CANNOT MOVE MORE THAN ONE CELL = 348.0 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE ADVECTION TERM (FOR PURE FINITE-DIFFERENCE OPTION, MIXELM=0) = 195.7 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 TOTAL NUMBER OF POINT SOURCES/SINKS PRESENT IN THE FLOW MODEL = 2343 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE SINK & SOURCE TERM = 0.1000E+31(WHEN MIN. R.F.=1) AT K= 0, I= 0, J= 0 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE DISPERSION TERM = 52.24 (WHEN MIN. R.F.=1) AT K= 1, I= 12, J= 22 4 CALLS TO GCG PACKAGE FOR TRANSPORT TIME STEP 25 IN FLOW TIME STEP 1 STRESS PERIOD 1 10 TOTAL ITERATIONS SOLVING FOR HEAD 3 CALLS TO PCG ROUTINE FOR TIME STEP 1 IN STRESS PERIOD 1 30 TOTAL ITERATIONS FLOW MODEL IS TRANSIENT FLOW MODEL CONTAINS CONSTANT-HEAD CELLS MAXIMUM STEPSIZE DURING WHICH ANY PARTICLE CANNOT MOVE MORE THAN ONE CELL = 344.9 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE ADVECTION TERM (FOR PURE FINITE-DIFFERENCE OPTION, MIXELM=0) = 194.2 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 TOTAL NUMBER OF POINT SOURCES/SINKS PRESENT IN THE FLOW MODEL = 2343 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE SINK & SOURCE TERM = 0.1000E+31(WHEN MIN. R.F.=1) AT K= 0, I= 0, J= 0 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE DISPERSION TERM = 51.84 (WHEN MIN. R.F.=1) AT K= 1, I= 12, J= 22 4 CALLS TO GCG PACKAGE FOR TRANSPORT TIME STEP 26 IN FLOW TIME STEP 1 STRESS PERIOD 1 10 TOTAL ITERATIONS SOLVING FOR HEAD 3 CALLS TO PCG ROUTINE FOR TIME STEP 1 IN STRESS PERIOD 1 30 TOTAL ITERATIONS FLOW MODEL IS TRANSIENT FLOW MODEL CONTAINS CONSTANT-HEAD CELLS MAXIMUM STEPSIZE DURING WHICH ANY PARTICLE CANNOT MOVE MORE THAN ONE CELL = 342.0 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE ADVECTION TERM (FOR PURE FINITE-DIFFERENCE OPTION, MIXELM=0) = 192.7 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 TOTAL NUMBER OF POINT SOURCES/SINKS PRESENT IN THE FLOW MODEL = 2343 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE SINK & SOURCE TERM = 0.1000E+31(WHEN MIN. R.F.=1) AT K= 0, I= 0, J= 0 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE DISPERSION TERM = 51.46 (WHEN MIN. R.F.=1) AT K= 1, I= 12, J= 22 4 CALLS TO GCG PACKAGE FOR TRANSPORT TIME STEP 27 IN FLOW TIME STEP 1 STRESS PERIOD 1 10 TOTAL ITERATIONS SOLVING FOR HEAD 3 CALLS TO PCG ROUTINE FOR TIME STEP 1 IN STRESS PERIOD 1 30 TOTAL ITERATIONS FLOW MODEL IS TRANSIENT FLOW MODEL CONTAINS CONSTANT-HEAD CELLS MAXIMUM STEPSIZE DURING WHICH ANY PARTICLE CANNOT MOVE MORE THAN ONE CELL = 339.1 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE ADVECTION TERM (FOR PURE FINITE-DIFFERENCE OPTION, MIXELM=0) = 191.3 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 TOTAL NUMBER OF POINT SOURCES/SINKS PRESENT IN THE FLOW MODEL = 2343 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE SINK & SOURCE TERM = 0.1000E+31(WHEN MIN. R.F.=1) AT K= 0, I= 0, J= 0 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE DISPERSION TERM = 51.10 (WHEN MIN. R.F.=1) AT K= 1, I= 12, J= 22 4 CALLS TO GCG PACKAGE FOR TRANSPORT TIME STEP 28 IN FLOW TIME STEP 1 STRESS PERIOD 1 10 TOTAL ITERATIONS SOLVING FOR HEAD 3 CALLS TO PCG ROUTINE FOR TIME STEP 1 IN STRESS PERIOD 1 30 TOTAL ITERATIONS FLOW MODEL IS TRANSIENT FLOW MODEL CONTAINS CONSTANT-HEAD CELLS MAXIMUM STEPSIZE DURING WHICH ANY PARTICLE CANNOT MOVE MORE THAN ONE CELL = 336.4 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE ADVECTION TERM (FOR PURE FINITE-DIFFERENCE OPTION, MIXELM=0) = 189.9 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 TOTAL NUMBER OF POINT SOURCES/SINKS PRESENT IN THE FLOW MODEL = 2343 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE SINK & SOURCE TERM = 0.1000E+31(WHEN MIN. R.F.=1) AT K= 0, I= 0, J= 0 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE DISPERSION TERM = 50.76 (WHEN MIN. R.F.=1) AT K= 1, I= 12, J= 22 4 CALLS TO GCG PACKAGE FOR TRANSPORT TIME STEP 29 IN FLOW TIME STEP 1 STRESS PERIOD 1 10 TOTAL ITERATIONS SOLVING FOR HEAD 3 CALLS TO PCG ROUTINE FOR TIME STEP 1 IN STRESS PERIOD 1 30 TOTAL ITERATIONS FLOW MODEL IS TRANSIENT FLOW MODEL CONTAINS CONSTANT-HEAD CELLS MAXIMUM STEPSIZE DURING WHICH ANY PARTICLE CANNOT MOVE MORE THAN ONE CELL = 333.9 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE ADVECTION TERM (FOR PURE FINITE-DIFFERENCE OPTION, MIXELM=0) = 188.6 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 TOTAL NUMBER OF POINT SOURCES/SINKS PRESENT IN THE FLOW MODEL = 2343 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE SINK & SOURCE TERM = 0.1000E+31(WHEN MIN. R.F.=1) AT K= 0, I= 0, J= 0 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE DISPERSION TERM = 50.43 (WHEN MIN. R.F.=1) AT K= 1, I= 12, J= 22 4 CALLS TO GCG PACKAGE FOR TRANSPORT TIME STEP 30 IN FLOW TIME STEP 1 STRESS PERIOD 1 10 TOTAL ITERATIONS SOLVING FOR HEAD 3 CALLS TO PCG ROUTINE FOR TIME STEP 1 IN STRESS PERIOD 1 30 TOTAL ITERATIONS FLOW MODEL IS TRANSIENT FLOW MODEL CONTAINS CONSTANT-HEAD CELLS MAXIMUM STEPSIZE DURING WHICH ANY PARTICLE CANNOT MOVE MORE THAN ONE CELL = 331.4 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE ADVECTION TERM (FOR PURE FINITE-DIFFERENCE OPTION, MIXELM=0) = 187.4 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 TOTAL NUMBER OF POINT SOURCES/SINKS PRESENT IN THE FLOW MODEL = 2343 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE SINK & SOURCE TERM = 0.1000E+31(WHEN MIN. R.F.=1) AT K= 0, I= 0, J= 0 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE DISPERSION TERM = 50.11 (WHEN MIN. R.F.=1) AT K= 1, I= 12, J= 22 4 CALLS TO GCG PACKAGE FOR TRANSPORT TIME STEP 31 IN FLOW TIME STEP 1 STRESS PERIOD 1 10 TOTAL ITERATIONS SOLVING FOR HEAD 3 CALLS TO PCG ROUTINE FOR TIME STEP 1 IN STRESS PERIOD 1 30 TOTAL ITERATIONS FLOW MODEL IS TRANSIENT FLOW MODEL CONTAINS CONSTANT-HEAD CELLS MAXIMUM STEPSIZE DURING WHICH ANY PARTICLE CANNOT MOVE MORE THAN ONE CELL = 329.0 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE ADVECTION TERM (FOR PURE FINITE-DIFFERENCE OPTION, MIXELM=0) = 186.2 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 TOTAL NUMBER OF POINT SOURCES/SINKS PRESENT IN THE FLOW MODEL = 2343 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE SINK & SOURCE TERM = 0.1000E+31(WHEN MIN. R.F.=1) AT K= 0, I= 0, J= 0 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE DISPERSION TERM = 49.81 (WHEN MIN. R.F.=1) AT K= 1, I= 12, J= 22 4 CALLS TO GCG PACKAGE FOR TRANSPORT TIME STEP 32 IN FLOW TIME STEP 1 STRESS PERIOD 1 10 TOTAL ITERATIONS SOLVING FOR HEAD 3 CALLS TO PCG ROUTINE FOR TIME STEP 1 IN STRESS PERIOD 1 29 TOTAL ITERATIONS FLOW MODEL IS TRANSIENT FLOW MODEL CONTAINS CONSTANT-HEAD CELLS MAXIMUM STEPSIZE DURING WHICH ANY PARTICLE CANNOT MOVE MORE THAN ONE CELL = 326.8 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE ADVECTION TERM (FOR PURE FINITE-DIFFERENCE OPTION, MIXELM=0) = 185.1 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 TOTAL NUMBER OF POINT SOURCES/SINKS PRESENT IN THE FLOW MODEL = 2343 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE SINK & SOURCE TERM = 0.1000E+31(WHEN MIN. R.F.=1) AT K= 0, I= 0, J= 0 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE DISPERSION TERM = 49.52 (WHEN MIN. R.F.=1) AT K= 1, I= 12, J= 22 4 CALLS TO GCG PACKAGE FOR TRANSPORT TIME STEP 33 IN FLOW TIME STEP 1 STRESS PERIOD 1 10 TOTAL ITERATIONS SOLVING FOR HEAD 3 CALLS TO PCG ROUTINE FOR TIME STEP 1 IN STRESS PERIOD 1 29 TOTAL ITERATIONS FLOW MODEL IS TRANSIENT FLOW MODEL CONTAINS CONSTANT-HEAD CELLS MAXIMUM STEPSIZE DURING WHICH ANY PARTICLE CANNOT MOVE MORE THAN ONE CELL = 324.6 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE ADVECTION TERM (FOR PURE FINITE-DIFFERENCE OPTION, MIXELM=0) = 184.0 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 TOTAL NUMBER OF POINT SOURCES/SINKS PRESENT IN THE FLOW MODEL = 2343 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE SINK & SOURCE TERM = 0.1000E+31(WHEN MIN. R.F.=1) AT K= 0, I= 0, J= 0 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE DISPERSION TERM = 49.24 (WHEN MIN. R.F.=1) AT K= 1, I= 12, J= 22 4 CALLS TO GCG PACKAGE FOR TRANSPORT TIME STEP 34 IN FLOW TIME STEP 1 STRESS PERIOD 1 10 TOTAL ITERATIONS SOLVING FOR HEAD 3 CALLS TO PCG ROUTINE FOR TIME STEP 1 IN STRESS PERIOD 1 30 TOTAL ITERATIONS FLOW MODEL IS TRANSIENT FLOW MODEL CONTAINS CONSTANT-HEAD CELLS MAXIMUM STEPSIZE DURING WHICH ANY PARTICLE CANNOT MOVE MORE THAN ONE CELL = 322.5 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE ADVECTION TERM (FOR PURE FINITE-DIFFERENCE OPTION, MIXELM=0) = 182.9 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 TOTAL NUMBER OF POINT SOURCES/SINKS PRESENT IN THE FLOW MODEL = 2343 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE SINK & SOURCE TERM = 0.1000E+31(WHEN MIN. R.F.=1) AT K= 0, I= 0, J= 0 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE DISPERSION TERM = 48.98 (WHEN MIN. R.F.=1) AT K= 1, I= 12, J= 22 3 CALLS TO GCG PACKAGE FOR TRANSPORT TIME STEP 35 IN FLOW TIME STEP 1 STRESS PERIOD 1 6 TOTAL ITERATIONS MAXIMUM CONCENTRATION CHANGES FOR EACH ITERATION: MAX. CHANGE LAYER,ROW,COL MAX. CHANGE LAYER,ROW,COL MAX. CHANGE LAYER,ROW,COL MAX. CHANGE LAYER,ROW,COL MAX. CHANGE LAYER,ROW,COL ------------------------------------------------------------------------------------------------------------------------------------ 0.5039E-01 ( 2, 39, 49) 0.6171E-04 ( 3, 44, 45) 0.5960E-07 ( 2, 10, 32) 0.2053E-03 ( 3, 44, 45) 0.2980E-06 ( 2, 44, 46) 0.000 ( 1, 1, 1) >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>FOR COMPONENT NO. 01<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<< ------------------------------------------- TRANSPORT STEP NO. 35 ------------------------------------------- TOTAL ELAPSED TIME SINCE BEGINNING OF SIMULATION = 7304.000 d ..................................................................... CUMMULATIVE MASS BUDGETS AT END OF TRANSPORT STEP 35, TIME STEP 1, STRESS PERIOD 1 ------------------------------------------------------------------------------------------ IN OUT ---------------- ---------------- CONSTANT CONCENTRATION: 0.6495577E+09 -0.4532856E+10 CONSTANT HEAD: 0.000000 0.000000 RECHARGE: 0.000000 0.000000 MASS STOR (FLOW MODEL): 0.000000 0.000000 MASS STORAGE (SOLUTE): 0.3885470E+10 -2415500. --------------------------------------------------------------------------- [TOTAL]: 0.4535027E+10 k -0.4535271E+10 k NET (IN - OUT): -244224.0 DISCREPANCY (PERCENT): -0.5385137E-02 HEAD WILL BE SAVED ON UNIT 99 AT END OF TIME STEP 1, STRESS PERIOD 1 1 MASS BUDGET FOR ENTIRE MODEL AT END OF TIME STEP 1 IN STRESS PERIOD 1 ------------------------------------------------------------------------------ CUMULATIVE MASS M RATES FOR THIS TIME STEP M/T ------------------ ------------------------ IN: IN: --- --- STORAGE = 0.0000 STORAGE = 0.0000 CONSTANT HEAD = 0.0000 CONSTANT HEAD = 0.0000 RECHARGE = 91811274752.0000 RECHARGE = 12570000.0000 DCDT = 2913282560.0000 DCDT = 238462.2031 TOTAL IN = 94724554752.0000 TOTAL IN = 12808462.0000 OUT: OUT: ---- ---- STORAGE = 0.0000 STORAGE = 0.0000 CONSTANT HEAD = 94724694016.0000 CONSTANT HEAD = 12808460.0000 RECHARGE = 0.0000 RECHARGE = 0.0000 DCDT = 3739.6555 DCDT = 0.0000 TOTAL OUT = 94724694016.0000 TOTAL OUT = 12808460.0000 IN - OUT = -139264.0000 IN - OUT = 2.0000 PERCENT DISCREPANCY = -0.00 PERCENT DISCREPANCY = 0.00 0 TIME SUMMARY AT END OF TRANSPORT STEP 35 IN TIME STEP 1 IN STRESS PERIOD 1 SECONDS MINUTES HOURS DAYS YEARS ----------------------------------------------------------- TRANS STEP LENGTH 3.83079E+06 63847. 1064.1 44.338 0.12139 TIME STEP LENGTH 6.31066E+08 1.05178E+07 1.75296E+05 7304.0 19.997 STRESS PERIOD TIME 6.31066E+08 1.05178E+07 1.75296E+05 7304.0 19.997 TOTAL TIME 6.31066E+08 1.05178E+07 1.75296E+05 7304.0 19.997 1 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ STRESS PERIOD NO. 002 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ LENGTH OF CURRENT STRESS PERIOD = 7305.000 NUMBER OF TIME STEPS FOR CURRENT STRESS PERIOD = 1 TIME STEP MULTIPLIER USED IN FLOW SOLUTION = 1.000000 USER-SPECIFIED TRANSPORT STEPSIZE = 0.000000 d MAXIMUM NUMBER OF TRANSPORT STEPS ALLOWED IN ONE FLOW TIME STEP = 3000 MULTIPLIER FOR SUCCESSIVE TRANSPORT STEPS [USED IN IMPLICIT SCHEMES] = 1.000 MAXIMUM TRANSPORT STEP SIZE [USED IN IMPLICIT SCHEMES] = 0.000000 d 1 STRESS PERIOD NO. 2, LENGTH = 7305.000 ----------------------------------------------- NUMBER OF TIME STEPS = 1 MULTIPLIER FOR DELT = 1.000 INITIAL TIME STEP SIZE = 7305.000 CONCENTRATION OF RECHARGE FLUXES WILL BE READ IN STRESS PERIOD 2 RECH. CONC. COMP. 01 = 0.00000 NO. OF POINT SINKS/SOURCES OF SPECIFIED CONCONCENTRATIONS = 0 IN STRESS PERIOD 2 REUSING RECH FROM LAST STRESS PERIOD ================================================ FROM TIME = 7304.0 TO 14609. SOLVING FOR HEAD 3 CALLS TO PCG ROUTINE FOR TIME STEP 1 IN STRESS PERIOD 2 27 TOTAL ITERATIONS FLOW MODEL IS TRANSIENT FLOW MODEL CONTAINS CONSTANT-HEAD CELLS MAXIMUM STEPSIZE DURING WHICH ANY PARTICLE CANNOT MOVE MORE THAN ONE CELL = 322.2 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE ADVECTION TERM (FOR PURE FINITE-DIFFERENCE OPTION, MIXELM=0) = 182.8 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 TOTAL NUMBER OF POINT SOURCES/SINKS PRESENT IN THE FLOW MODEL = 2343 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE SINK & SOURCE TERM = 0.1000E+31(WHEN MIN. R.F.=1) AT K= 0, I= 0, J= 0 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE DISPERSION TERM = 48.96 (WHEN MIN. R.F.=1) AT K= 1, I= 12, J= 22 4 CALLS TO GCG PACKAGE FOR TRANSPORT TIME STEP 1 IN FLOW TIME STEP 1 STRESS PERIOD 2 10 TOTAL ITERATIONS OUTPUT CONTROL FOR STRESS PERIOD 2 TIME STEP 1 SAVE HEAD FOR ALL LAYERS SAVE BUDGET FOR ALL LAYERS SAVE BUDGET SOLVING FOR HEAD 3 CALLS TO PCG ROUTINE FOR TIME STEP 1 IN STRESS PERIOD 2 30 TOTAL ITERATIONS FLOW MODEL IS TRANSIENT FLOW MODEL CONTAINS CONSTANT-HEAD CELLS MAXIMUM STEPSIZE DURING WHICH ANY PARTICLE CANNOT MOVE MORE THAN ONE CELL = 319.8 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE ADVECTION TERM (FOR PURE FINITE-DIFFERENCE OPTION, MIXELM=0) = 181.6 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 TOTAL NUMBER OF POINT SOURCES/SINKS PRESENT IN THE FLOW MODEL = 2343 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE SINK & SOURCE TERM = 0.1000E+31(WHEN MIN. R.F.=1) AT K= 0, I= 0, J= 0 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE DISPERSION TERM = 48.64 (WHEN MIN. R.F.=1) AT K= 1, I= 12, J= 22 4 CALLS TO GCG PACKAGE FOR TRANSPORT TIME STEP 2 IN FLOW TIME STEP 1 STRESS PERIOD 2 10 TOTAL ITERATIONS SOLVING FOR HEAD 3 CALLS TO PCG ROUTINE FOR TIME STEP 1 IN STRESS PERIOD 2 32 TOTAL ITERATIONS FLOW MODEL IS TRANSIENT FLOW MODEL CONTAINS CONSTANT-HEAD CELLS MAXIMUM STEPSIZE DURING WHICH ANY PARTICLE CANNOT MOVE MORE THAN ONE CELL = 318.0 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE ADVECTION TERM (FOR PURE FINITE-DIFFERENCE OPTION, MIXELM=0) = 180.7 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 TOTAL NUMBER OF POINT SOURCES/SINKS PRESENT IN THE FLOW MODEL = 2343 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE SINK & SOURCE TERM = 0.1000E+31(WHEN MIN. R.F.=1) AT K= 0, I= 0, J= 0 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE DISPERSION TERM = 48.41 (WHEN MIN. R.F.=1) AT K= 1, I= 12, J= 22 4 CALLS TO GCG PACKAGE FOR TRANSPORT TIME STEP 3 IN FLOW TIME STEP 1 STRESS PERIOD 2 10 TOTAL ITERATIONS SOLVING FOR HEAD 3 CALLS TO PCG ROUTINE FOR TIME STEP 1 IN STRESS PERIOD 2 28 TOTAL ITERATIONS FLOW MODEL IS TRANSIENT FLOW MODEL CONTAINS CONSTANT-HEAD CELLS MAXIMUM STEPSIZE DURING WHICH ANY PARTICLE CANNOT MOVE MORE THAN ONE CELL = 316.2 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE ADVECTION TERM (FOR PURE FINITE-DIFFERENCE OPTION, MIXELM=0) = 179.8 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 TOTAL NUMBER OF POINT SOURCES/SINKS PRESENT IN THE FLOW MODEL = 2343 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE SINK & SOURCE TERM = 0.1000E+31(WHEN MIN. R.F.=1) AT K= 0, I= 0, J= 0 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE DISPERSION TERM = 48.17 (WHEN MIN. R.F.=1) AT K= 1, I= 12, J= 22 4 CALLS TO GCG PACKAGE FOR TRANSPORT TIME STEP 4 IN FLOW TIME STEP 1 STRESS PERIOD 2 10 TOTAL ITERATIONS SOLVING FOR HEAD 3 CALLS TO PCG ROUTINE FOR TIME STEP 1 IN STRESS PERIOD 2 28 TOTAL ITERATIONS FLOW MODEL IS TRANSIENT FLOW MODEL CONTAINS CONSTANT-HEAD CELLS MAXIMUM STEPSIZE DURING WHICH ANY PARTICLE CANNOT MOVE MORE THAN ONE CELL = 314.4 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE ADVECTION TERM (FOR PURE FINITE-DIFFERENCE OPTION, MIXELM=0) = 178.9 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 TOTAL NUMBER OF POINT SOURCES/SINKS PRESENT IN THE FLOW MODEL = 2343 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE SINK & SOURCE TERM = 0.1000E+31(WHEN MIN. R.F.=1) AT K= 0, I= 0, J= 0 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE DISPERSION TERM = 47.94 (WHEN MIN. R.F.=1) AT K= 1, I= 12, J= 22 4 CALLS TO GCG PACKAGE FOR TRANSPORT TIME STEP 5 IN FLOW TIME STEP 1 STRESS PERIOD 2 10 TOTAL ITERATIONS SOLVING FOR HEAD 3 CALLS TO PCG ROUTINE FOR TIME STEP 1 IN STRESS PERIOD 2 28 TOTAL ITERATIONS FLOW MODEL IS TRANSIENT FLOW MODEL CONTAINS CONSTANT-HEAD CELLS MAXIMUM STEPSIZE DURING WHICH ANY PARTICLE CANNOT MOVE MORE THAN ONE CELL = 312.7 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE ADVECTION TERM (FOR PURE FINITE-DIFFERENCE OPTION, MIXELM=0) = 178.0 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 TOTAL NUMBER OF POINT SOURCES/SINKS PRESENT IN THE FLOW MODEL = 2343 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE SINK & SOURCE TERM = 0.1000E+31(WHEN MIN. R.F.=1) AT K= 0, I= 0, J= 0 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE DISPERSION TERM = 47.71 (WHEN MIN. R.F.=1) AT K= 1, I= 12, J= 22 4 CALLS TO GCG PACKAGE FOR TRANSPORT TIME STEP 6 IN FLOW TIME STEP 1 STRESS PERIOD 2 10 TOTAL ITERATIONS SOLVING FOR HEAD 3 CALLS TO PCG ROUTINE FOR TIME STEP 1 IN STRESS PERIOD 2 28 TOTAL ITERATIONS FLOW MODEL IS TRANSIENT FLOW MODEL CONTAINS CONSTANT-HEAD CELLS MAXIMUM STEPSIZE DURING WHICH ANY PARTICLE CANNOT MOVE MORE THAN ONE CELL = 311.0 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE ADVECTION TERM (FOR PURE FINITE-DIFFERENCE OPTION, MIXELM=0) = 177.2 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 TOTAL NUMBER OF POINT SOURCES/SINKS PRESENT IN THE FLOW MODEL = 2343 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE SINK & SOURCE TERM = 0.1000E+31(WHEN MIN. R.F.=1) AT K= 0, I= 0, J= 0 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE DISPERSION TERM = 47.50 (WHEN MIN. R.F.=1) AT K= 1, I= 12, J= 22 4 CALLS TO GCG PACKAGE FOR TRANSPORT TIME STEP 7 IN FLOW TIME STEP 1 STRESS PERIOD 2 10 TOTAL ITERATIONS SOLVING FOR HEAD 3 CALLS TO PCG ROUTINE FOR TIME STEP 1 IN STRESS PERIOD 2 28 TOTAL ITERATIONS FLOW MODEL IS TRANSIENT FLOW MODEL CONTAINS CONSTANT-HEAD CELLS MAXIMUM STEPSIZE DURING WHICH ANY PARTICLE CANNOT MOVE MORE THAN ONE CELL = 309.4 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE ADVECTION TERM (FOR PURE FINITE-DIFFERENCE OPTION, MIXELM=0) = 176.4 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 TOTAL NUMBER OF POINT SOURCES/SINKS PRESENT IN THE FLOW MODEL = 2343 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE SINK & SOURCE TERM = 0.1000E+31(WHEN MIN. R.F.=1) AT K= 0, I= 0, J= 0 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE DISPERSION TERM = 47.29 (WHEN MIN. R.F.=1) AT K= 1, I= 12, J= 22 4 CALLS TO GCG PACKAGE FOR TRANSPORT TIME STEP 8 IN FLOW TIME STEP 1 STRESS PERIOD 2 10 TOTAL ITERATIONS SOLVING FOR HEAD 3 CALLS TO PCG ROUTINE FOR TIME STEP 1 IN STRESS PERIOD 2 28 TOTAL ITERATIONS FLOW MODEL IS TRANSIENT FLOW MODEL CONTAINS CONSTANT-HEAD CELLS MAXIMUM STEPSIZE DURING WHICH ANY PARTICLE CANNOT MOVE MORE THAN ONE CELL = 307.8 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE ADVECTION TERM (FOR PURE FINITE-DIFFERENCE OPTION, MIXELM=0) = 175.6 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 TOTAL NUMBER OF POINT SOURCES/SINKS PRESENT IN THE FLOW MODEL = 2343 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE SINK & SOURCE TERM = 0.1000E+31(WHEN MIN. R.F.=1) AT K= 0, I= 0, J= 0 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE DISPERSION TERM = 47.08 (WHEN MIN. R.F.=1) AT K= 1, I= 12, J= 22 4 CALLS TO GCG PACKAGE FOR TRANSPORT TIME STEP 9 IN FLOW TIME STEP 1 STRESS PERIOD 2 10 TOTAL ITERATIONS SOLVING FOR HEAD 3 CALLS TO PCG ROUTINE FOR TIME STEP 1 IN STRESS PERIOD 2 28 TOTAL ITERATIONS FLOW MODEL IS TRANSIENT FLOW MODEL CONTAINS CONSTANT-HEAD CELLS MAXIMUM STEPSIZE DURING WHICH ANY PARTICLE CANNOT MOVE MORE THAN ONE CELL = 306.3 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE ADVECTION TERM (FOR PURE FINITE-DIFFERENCE OPTION, MIXELM=0) = 174.8 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 TOTAL NUMBER OF POINT SOURCES/SINKS PRESENT IN THE FLOW MODEL = 2343 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE SINK & SOURCE TERM = 0.1000E+31(WHEN MIN. R.F.=1) AT K= 0, I= 0, J= 0 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE DISPERSION TERM = 46.88 (WHEN MIN. R.F.=1) AT K= 1, I= 12, J= 22 4 CALLS TO GCG PACKAGE FOR TRANSPORT TIME STEP 10 IN FLOW TIME STEP 1 STRESS PERIOD 2 10 TOTAL ITERATIONS SOLVING FOR HEAD 3 CALLS TO PCG ROUTINE FOR TIME STEP 1 IN STRESS PERIOD 2 28 TOTAL ITERATIONS FLOW MODEL IS TRANSIENT FLOW MODEL CONTAINS CONSTANT-HEAD CELLS MAXIMUM STEPSIZE DURING WHICH ANY PARTICLE CANNOT MOVE MORE THAN ONE CELL = 304.8 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE ADVECTION TERM (FOR PURE FINITE-DIFFERENCE OPTION, MIXELM=0) = 174.0 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 TOTAL NUMBER OF POINT SOURCES/SINKS PRESENT IN THE FLOW MODEL = 2343 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE SINK & SOURCE TERM = 0.1000E+31(WHEN MIN. R.F.=1) AT K= 0, I= 0, J= 0 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE DISPERSION TERM = 46.69 (WHEN MIN. R.F.=1) AT K= 1, I= 12, J= 22 4 CALLS TO GCG PACKAGE FOR TRANSPORT TIME STEP 11 IN FLOW TIME STEP 1 STRESS PERIOD 2 10 TOTAL ITERATIONS SOLVING FOR HEAD 3 CALLS TO PCG ROUTINE FOR TIME STEP 1 IN STRESS PERIOD 2 28 TOTAL ITERATIONS FLOW MODEL IS TRANSIENT FLOW MODEL CONTAINS CONSTANT-HEAD CELLS MAXIMUM STEPSIZE DURING WHICH ANY PARTICLE CANNOT MOVE MORE THAN ONE CELL = 303.3 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE ADVECTION TERM (FOR PURE FINITE-DIFFERENCE OPTION, MIXELM=0) = 173.3 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 TOTAL NUMBER OF POINT SOURCES/SINKS PRESENT IN THE FLOW MODEL = 2343 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE SINK & SOURCE TERM = 0.1000E+31(WHEN MIN. R.F.=1) AT K= 0, I= 0, J= 0 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE DISPERSION TERM = 46.50 (WHEN MIN. R.F.=1) AT K= 1, I= 12, J= 22 4 CALLS TO GCG PACKAGE FOR TRANSPORT TIME STEP 12 IN FLOW TIME STEP 1 STRESS PERIOD 2 10 TOTAL ITERATIONS SOLVING FOR HEAD 3 CALLS TO PCG ROUTINE FOR TIME STEP 1 IN STRESS PERIOD 2 28 TOTAL ITERATIONS FLOW MODEL IS TRANSIENT FLOW MODEL CONTAINS CONSTANT-HEAD CELLS MAXIMUM STEPSIZE DURING WHICH ANY PARTICLE CANNOT MOVE MORE THAN ONE CELL = 301.9 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE ADVECTION TERM (FOR PURE FINITE-DIFFERENCE OPTION, MIXELM=0) = 172.6 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 TOTAL NUMBER OF POINT SOURCES/SINKS PRESENT IN THE FLOW MODEL = 2343 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE SINK & SOURCE TERM = 0.1000E+31(WHEN MIN. R.F.=1) AT K= 0, I= 0, J= 0 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE DISPERSION TERM = 46.32 (WHEN MIN. R.F.=1) AT K= 1, I= 12, J= 22 4 CALLS TO GCG PACKAGE FOR TRANSPORT TIME STEP 13 IN FLOW TIME STEP 1 STRESS PERIOD 2 10 TOTAL ITERATIONS SOLVING FOR HEAD 3 CALLS TO PCG ROUTINE FOR TIME STEP 1 IN STRESS PERIOD 2 28 TOTAL ITERATIONS FLOW MODEL IS TRANSIENT FLOW MODEL CONTAINS CONSTANT-HEAD CELLS MAXIMUM STEPSIZE DURING WHICH ANY PARTICLE CANNOT MOVE MORE THAN ONE CELL = 300.6 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE ADVECTION TERM (FOR PURE FINITE-DIFFERENCE OPTION, MIXELM=0) = 171.9 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 TOTAL NUMBER OF POINT SOURCES/SINKS PRESENT IN THE FLOW MODEL = 2343 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE SINK & SOURCE TERM = 0.1000E+31(WHEN MIN. R.F.=1) AT K= 0, I= 0, J= 0 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE DISPERSION TERM = 46.14 (WHEN MIN. R.F.=1) AT K= 1, I= 12, J= 22 4 CALLS TO GCG PACKAGE FOR TRANSPORT TIME STEP 14 IN FLOW TIME STEP 1 STRESS PERIOD 2 10 TOTAL ITERATIONS SOLVING FOR HEAD 3 CALLS TO PCG ROUTINE FOR TIME STEP 1 IN STRESS PERIOD 2 28 TOTAL ITERATIONS FLOW MODEL IS TRANSIENT FLOW MODEL CONTAINS CONSTANT-HEAD CELLS MAXIMUM STEPSIZE DURING WHICH ANY PARTICLE CANNOT MOVE MORE THAN ONE CELL = 299.2 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE ADVECTION TERM (FOR PURE FINITE-DIFFERENCE OPTION, MIXELM=0) = 171.2 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 TOTAL NUMBER OF POINT SOURCES/SINKS PRESENT IN THE FLOW MODEL = 2343 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE SINK & SOURCE TERM = 0.1000E+31(WHEN MIN. R.F.=1) AT K= 0, I= 0, J= 0 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE DISPERSION TERM = 45.97 (WHEN MIN. R.F.=1) AT K= 1, I= 12, J= 22 4 CALLS TO GCG PACKAGE FOR TRANSPORT TIME STEP 15 IN FLOW TIME STEP 1 STRESS PERIOD 2 10 TOTAL ITERATIONS SOLVING FOR HEAD 3 CALLS TO PCG ROUTINE FOR TIME STEP 1 IN STRESS PERIOD 2 28 TOTAL ITERATIONS FLOW MODEL IS TRANSIENT FLOW MODEL CONTAINS CONSTANT-HEAD CELLS MAXIMUM STEPSIZE DURING WHICH ANY PARTICLE CANNOT MOVE MORE THAN ONE CELL = 297.9 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE ADVECTION TERM (FOR PURE FINITE-DIFFERENCE OPTION, MIXELM=0) = 170.6 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 TOTAL NUMBER OF POINT SOURCES/SINKS PRESENT IN THE FLOW MODEL = 2343 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE SINK & SOURCE TERM = 0.1000E+31(WHEN MIN. R.F.=1) AT K= 0, I= 0, J= 0 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE DISPERSION TERM = 45.80 (WHEN MIN. R.F.=1) AT K= 1, I= 12, J= 22 4 CALLS TO GCG PACKAGE FOR TRANSPORT TIME STEP 16 IN FLOW TIME STEP 1 STRESS PERIOD 2 10 TOTAL ITERATIONS SOLVING FOR HEAD 3 CALLS TO PCG ROUTINE FOR TIME STEP 1 IN STRESS PERIOD 2 28 TOTAL ITERATIONS FLOW MODEL IS TRANSIENT FLOW MODEL CONTAINS CONSTANT-HEAD CELLS MAXIMUM STEPSIZE DURING WHICH ANY PARTICLE CANNOT MOVE MORE THAN ONE CELL = 296.7 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE ADVECTION TERM (FOR PURE FINITE-DIFFERENCE OPTION, MIXELM=0) = 170.0 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 TOTAL NUMBER OF POINT SOURCES/SINKS PRESENT IN THE FLOW MODEL = 2343 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE SINK & SOURCE TERM = 0.1000E+31(WHEN MIN. R.F.=1) AT K= 0, I= 0, J= 0 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE DISPERSION TERM = 45.64 (WHEN MIN. R.F.=1) AT K= 1, I= 12, J= 22 4 CALLS TO GCG PACKAGE FOR TRANSPORT TIME STEP 17 IN FLOW TIME STEP 1 STRESS PERIOD 2 10 TOTAL ITERATIONS SOLVING FOR HEAD 3 CALLS TO PCG ROUTINE FOR TIME STEP 1 IN STRESS PERIOD 2 28 TOTAL ITERATIONS FLOW MODEL IS TRANSIENT FLOW MODEL CONTAINS CONSTANT-HEAD CELLS MAXIMUM STEPSIZE DURING WHICH ANY PARTICLE CANNOT MOVE MORE THAN ONE CELL = 295.5 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE ADVECTION TERM (FOR PURE FINITE-DIFFERENCE OPTION, MIXELM=0) = 169.3 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 TOTAL NUMBER OF POINT SOURCES/SINKS PRESENT IN THE FLOW MODEL = 2343 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE SINK & SOURCE TERM = 0.1000E+31(WHEN MIN. R.F.=1) AT K= 0, I= 0, J= 0 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE DISPERSION TERM = 45.48 (WHEN MIN. R.F.=1) AT K= 1, I= 12, J= 22 4 CALLS TO GCG PACKAGE FOR TRANSPORT TIME STEP 18 IN FLOW TIME STEP 1 STRESS PERIOD 2 10 TOTAL ITERATIONS SOLVING FOR HEAD 3 CALLS TO PCG ROUTINE FOR TIME STEP 1 IN STRESS PERIOD 2 28 TOTAL ITERATIONS FLOW MODEL IS TRANSIENT FLOW MODEL CONTAINS CONSTANT-HEAD CELLS MAXIMUM STEPSIZE DURING WHICH ANY PARTICLE CANNOT MOVE MORE THAN ONE CELL = 294.3 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE ADVECTION TERM (FOR PURE FINITE-DIFFERENCE OPTION, MIXELM=0) = 168.7 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 TOTAL NUMBER OF POINT SOURCES/SINKS PRESENT IN THE FLOW MODEL = 2343 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE SINK & SOURCE TERM = 0.1000E+31(WHEN MIN. R.F.=1) AT K= 0, I= 0, J= 0 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE DISPERSION TERM = 45.32 (WHEN MIN. R.F.=1) AT K= 1, I= 12, J= 22 4 CALLS TO GCG PACKAGE FOR TRANSPORT TIME STEP 19 IN FLOW TIME STEP 1 STRESS PERIOD 2 10 TOTAL ITERATIONS SOLVING FOR HEAD 3 CALLS TO PCG ROUTINE FOR TIME STEP 1 IN STRESS PERIOD 2 28 TOTAL ITERATIONS FLOW MODEL IS TRANSIENT FLOW MODEL CONTAINS CONSTANT-HEAD CELLS MAXIMUM STEPSIZE DURING WHICH ANY PARTICLE CANNOT MOVE MORE THAN ONE CELL = 293.1 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE ADVECTION TERM (FOR PURE FINITE-DIFFERENCE OPTION, MIXELM=0) = 168.2 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 TOTAL NUMBER OF POINT SOURCES/SINKS PRESENT IN THE FLOW MODEL = 2343 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE SINK & SOURCE TERM = 0.1000E+31(WHEN MIN. R.F.=1) AT K= 0, I= 0, J= 0 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE DISPERSION TERM = 45.17 (WHEN MIN. R.F.=1) AT K= 1, I= 12, J= 22 4 CALLS TO GCG PACKAGE FOR TRANSPORT TIME STEP 20 IN FLOW TIME STEP 1 STRESS PERIOD 2 10 TOTAL ITERATIONS SOLVING FOR HEAD 3 CALLS TO PCG ROUTINE FOR TIME STEP 1 IN STRESS PERIOD 2 28 TOTAL ITERATIONS FLOW MODEL IS TRANSIENT FLOW MODEL CONTAINS CONSTANT-HEAD CELLS MAXIMUM STEPSIZE DURING WHICH ANY PARTICLE CANNOT MOVE MORE THAN ONE CELL = 291.9 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE ADVECTION TERM (FOR PURE FINITE-DIFFERENCE OPTION, MIXELM=0) = 167.6 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 TOTAL NUMBER OF POINT SOURCES/SINKS PRESENT IN THE FLOW MODEL = 2343 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE SINK & SOURCE TERM = 0.1000E+31(WHEN MIN. R.F.=1) AT K= 0, I= 0, J= 0 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE DISPERSION TERM = 45.02 (WHEN MIN. R.F.=1) AT K= 1, I= 12, J= 22 4 CALLS TO GCG PACKAGE FOR TRANSPORT TIME STEP 21 IN FLOW TIME STEP 1 STRESS PERIOD 2 10 TOTAL ITERATIONS SOLVING FOR HEAD 3 CALLS TO PCG ROUTINE FOR TIME STEP 1 IN STRESS PERIOD 2 28 TOTAL ITERATIONS FLOW MODEL IS TRANSIENT FLOW MODEL CONTAINS CONSTANT-HEAD CELLS MAXIMUM STEPSIZE DURING WHICH ANY PARTICLE CANNOT MOVE MORE THAN ONE CELL = 290.8 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE ADVECTION TERM (FOR PURE FINITE-DIFFERENCE OPTION, MIXELM=0) = 167.0 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 TOTAL NUMBER OF POINT SOURCES/SINKS PRESENT IN THE FLOW MODEL = 2343 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE SINK & SOURCE TERM = 0.1000E+31(WHEN MIN. R.F.=1) AT K= 0, I= 0, J= 0 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE DISPERSION TERM = 44.88 (WHEN MIN. R.F.=1) AT K= 1, I= 12, J= 22 4 CALLS TO GCG PACKAGE FOR TRANSPORT TIME STEP 22 IN FLOW TIME STEP 1 STRESS PERIOD 2 10 TOTAL ITERATIONS SOLVING FOR HEAD 3 CALLS TO PCG ROUTINE FOR TIME STEP 1 IN STRESS PERIOD 2 28 TOTAL ITERATIONS FLOW MODEL IS TRANSIENT FLOW MODEL CONTAINS CONSTANT-HEAD CELLS MAXIMUM STEPSIZE DURING WHICH ANY PARTICLE CANNOT MOVE MORE THAN ONE CELL = 289.7 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE ADVECTION TERM (FOR PURE FINITE-DIFFERENCE OPTION, MIXELM=0) = 166.5 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 TOTAL NUMBER OF POINT SOURCES/SINKS PRESENT IN THE FLOW MODEL = 2343 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE SINK & SOURCE TERM = 0.1000E+31(WHEN MIN. R.F.=1) AT K= 0, I= 0, J= 0 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE DISPERSION TERM = 44.74 (WHEN MIN. R.F.=1) AT K= 1, I= 12, J= 22 4 CALLS TO GCG PACKAGE FOR TRANSPORT TIME STEP 23 IN FLOW TIME STEP 1 STRESS PERIOD 2 10 TOTAL ITERATIONS SOLVING FOR HEAD 3 CALLS TO PCG ROUTINE FOR TIME STEP 1 IN STRESS PERIOD 2 28 TOTAL ITERATIONS FLOW MODEL IS TRANSIENT FLOW MODEL CONTAINS CONSTANT-HEAD CELLS MAXIMUM STEPSIZE DURING WHICH ANY PARTICLE CANNOT MOVE MORE THAN ONE CELL = 288.7 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE ADVECTION TERM (FOR PURE FINITE-DIFFERENCE OPTION, MIXELM=0) = 165.9 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 TOTAL NUMBER OF POINT SOURCES/SINKS PRESENT IN THE FLOW MODEL = 2343 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE SINK & SOURCE TERM = 0.1000E+31(WHEN MIN. R.F.=1) AT K= 0, I= 0, J= 0 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE DISPERSION TERM = 44.60 (WHEN MIN. R.F.=1) AT K= 1, I= 12, J= 22 4 CALLS TO GCG PACKAGE FOR TRANSPORT TIME STEP 24 IN FLOW TIME STEP 1 STRESS PERIOD 2 10 TOTAL ITERATIONS SOLVING FOR HEAD 3 CALLS TO PCG ROUTINE FOR TIME STEP 1 IN STRESS PERIOD 2 28 TOTAL ITERATIONS FLOW MODEL IS TRANSIENT FLOW MODEL CONTAINS CONSTANT-HEAD CELLS MAXIMUM STEPSIZE DURING WHICH ANY PARTICLE CANNOT MOVE MORE THAN ONE CELL = 287.6 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE ADVECTION TERM (FOR PURE FINITE-DIFFERENCE OPTION, MIXELM=0) = 165.4 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 TOTAL NUMBER OF POINT SOURCES/SINKS PRESENT IN THE FLOW MODEL = 2343 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE SINK & SOURCE TERM = 0.1000E+31(WHEN MIN. R.F.=1) AT K= 0, I= 0, J= 0 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE DISPERSION TERM = 44.46 (WHEN MIN. R.F.=1) AT K= 1, I= 12, J= 22 4 CALLS TO GCG PACKAGE FOR TRANSPORT TIME STEP 25 IN FLOW TIME STEP 1 STRESS PERIOD 2 10 TOTAL ITERATIONS SOLVING FOR HEAD 3 CALLS TO PCG ROUTINE FOR TIME STEP 1 IN STRESS PERIOD 2 28 TOTAL ITERATIONS FLOW MODEL IS TRANSIENT FLOW MODEL CONTAINS CONSTANT-HEAD CELLS MAXIMUM STEPSIZE DURING WHICH ANY PARTICLE CANNOT MOVE MORE THAN ONE CELL = 286.6 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE ADVECTION TERM (FOR PURE FINITE-DIFFERENCE OPTION, MIXELM=0) = 164.9 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 TOTAL NUMBER OF POINT SOURCES/SINKS PRESENT IN THE FLOW MODEL = 2343 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE SINK & SOURCE TERM = 0.1000E+31(WHEN MIN. R.F.=1) AT K= 0, I= 0, J= 0 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE DISPERSION TERM = 44.33 (WHEN MIN. R.F.=1) AT K= 1, I= 12, J= 22 4 CALLS TO GCG PACKAGE FOR TRANSPORT TIME STEP 26 IN FLOW TIME STEP 1 STRESS PERIOD 2 10 TOTAL ITERATIONS SOLVING FOR HEAD 3 CALLS TO PCG ROUTINE FOR TIME STEP 1 IN STRESS PERIOD 2 28 TOTAL ITERATIONS FLOW MODEL IS TRANSIENT FLOW MODEL CONTAINS CONSTANT-HEAD CELLS MAXIMUM STEPSIZE DURING WHICH ANY PARTICLE CANNOT MOVE MORE THAN ONE CELL = 285.6 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE ADVECTION TERM (FOR PURE FINITE-DIFFERENCE OPTION, MIXELM=0) = 164.4 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 TOTAL NUMBER OF POINT SOURCES/SINKS PRESENT IN THE FLOW MODEL = 2343 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE SINK & SOURCE TERM = 0.1000E+31(WHEN MIN. R.F.=1) AT K= 0, I= 0, J= 0 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE DISPERSION TERM = 44.20 (WHEN MIN. R.F.=1) AT K= 1, I= 12, J= 22 4 CALLS TO GCG PACKAGE FOR TRANSPORT TIME STEP 27 IN FLOW TIME STEP 1 STRESS PERIOD 2 10 TOTAL ITERATIONS SOLVING FOR HEAD 3 CALLS TO PCG ROUTINE FOR TIME STEP 1 IN STRESS PERIOD 2 27 TOTAL ITERATIONS FLOW MODEL IS TRANSIENT FLOW MODEL CONTAINS CONSTANT-HEAD CELLS MAXIMUM STEPSIZE DURING WHICH ANY PARTICLE CANNOT MOVE MORE THAN ONE CELL = 284.7 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE ADVECTION TERM (FOR PURE FINITE-DIFFERENCE OPTION, MIXELM=0) = 163.9 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 TOTAL NUMBER OF POINT SOURCES/SINKS PRESENT IN THE FLOW MODEL = 2343 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE SINK & SOURCE TERM = 0.1000E+31(WHEN MIN. R.F.=1) AT K= 0, I= 0, J= 0 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE DISPERSION TERM = 44.07 (WHEN MIN. R.F.=1) AT K= 1, I= 12, J= 22 4 CALLS TO GCG PACKAGE FOR TRANSPORT TIME STEP 28 IN FLOW TIME STEP 1 STRESS PERIOD 2 10 TOTAL ITERATIONS SOLVING FOR HEAD 3 CALLS TO PCG ROUTINE FOR TIME STEP 1 IN STRESS PERIOD 2 27 TOTAL ITERATIONS FLOW MODEL IS TRANSIENT FLOW MODEL CONTAINS CONSTANT-HEAD CELLS MAXIMUM STEPSIZE DURING WHICH ANY PARTICLE CANNOT MOVE MORE THAN ONE CELL = 283.7 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE ADVECTION TERM (FOR PURE FINITE-DIFFERENCE OPTION, MIXELM=0) = 163.4 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 TOTAL NUMBER OF POINT SOURCES/SINKS PRESENT IN THE FLOW MODEL = 2343 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE SINK & SOURCE TERM = 0.1000E+31(WHEN MIN. R.F.=1) AT K= 0, I= 0, J= 0 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE DISPERSION TERM = 43.95 (WHEN MIN. R.F.=1) AT K= 1, I= 12, J= 22 4 CALLS TO GCG PACKAGE FOR TRANSPORT TIME STEP 29 IN FLOW TIME STEP 1 STRESS PERIOD 2 10 TOTAL ITERATIONS SOLVING FOR HEAD 3 CALLS TO PCG ROUTINE FOR TIME STEP 1 IN STRESS PERIOD 2 27 TOTAL ITERATIONS FLOW MODEL IS TRANSIENT FLOW MODEL CONTAINS CONSTANT-HEAD CELLS MAXIMUM STEPSIZE DURING WHICH ANY PARTICLE CANNOT MOVE MORE THAN ONE CELL = 282.8 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE ADVECTION TERM (FOR PURE FINITE-DIFFERENCE OPTION, MIXELM=0) = 163.0 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 TOTAL NUMBER OF POINT SOURCES/SINKS PRESENT IN THE FLOW MODEL = 2343 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE SINK & SOURCE TERM = 0.1000E+31(WHEN MIN. R.F.=1) AT K= 0, I= 0, J= 0 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE DISPERSION TERM = 43.82 (WHEN MIN. R.F.=1) AT K= 1, I= 12, J= 22 4 CALLS TO GCG PACKAGE FOR TRANSPORT TIME STEP 30 IN FLOW TIME STEP 1 STRESS PERIOD 2 10 TOTAL ITERATIONS SOLVING FOR HEAD 3 CALLS TO PCG ROUTINE FOR TIME STEP 1 IN STRESS PERIOD 2 27 TOTAL ITERATIONS FLOW MODEL IS TRANSIENT FLOW MODEL CONTAINS CONSTANT-HEAD CELLS MAXIMUM STEPSIZE DURING WHICH ANY PARTICLE CANNOT MOVE MORE THAN ONE CELL = 281.9 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE ADVECTION TERM (FOR PURE FINITE-DIFFERENCE OPTION, MIXELM=0) = 162.5 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 TOTAL NUMBER OF POINT SOURCES/SINKS PRESENT IN THE FLOW MODEL = 2343 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE SINK & SOURCE TERM = 0.1000E+31(WHEN MIN. R.F.=1) AT K= 0, I= 0, J= 0 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE DISPERSION TERM = 43.70 (WHEN MIN. R.F.=1) AT K= 1, I= 12, J= 22 4 CALLS TO GCG PACKAGE FOR TRANSPORT TIME STEP 31 IN FLOW TIME STEP 1 STRESS PERIOD 2 10 TOTAL ITERATIONS SOLVING FOR HEAD 3 CALLS TO PCG ROUTINE FOR TIME STEP 1 IN STRESS PERIOD 2 27 TOTAL ITERATIONS FLOW MODEL IS TRANSIENT FLOW MODEL CONTAINS CONSTANT-HEAD CELLS MAXIMUM STEPSIZE DURING WHICH ANY PARTICLE CANNOT MOVE MORE THAN ONE CELL = 281.0 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE ADVECTION TERM (FOR PURE FINITE-DIFFERENCE OPTION, MIXELM=0) = 162.1 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 TOTAL NUMBER OF POINT SOURCES/SINKS PRESENT IN THE FLOW MODEL = 2343 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE SINK & SOURCE TERM = 0.1000E+31(WHEN MIN. R.F.=1) AT K= 0, I= 0, J= 0 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE DISPERSION TERM = 43.59 (WHEN MIN. R.F.=1) AT K= 1, I= 12, J= 22 4 CALLS TO GCG PACKAGE FOR TRANSPORT TIME STEP 32 IN FLOW TIME STEP 1 STRESS PERIOD 2 10 TOTAL ITERATIONS SOLVING FOR HEAD 3 CALLS TO PCG ROUTINE FOR TIME STEP 1 IN STRESS PERIOD 2 27 TOTAL ITERATIONS FLOW MODEL IS TRANSIENT FLOW MODEL CONTAINS CONSTANT-HEAD CELLS MAXIMUM STEPSIZE DURING WHICH ANY PARTICLE CANNOT MOVE MORE THAN ONE CELL = 280.1 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE ADVECTION TERM (FOR PURE FINITE-DIFFERENCE OPTION, MIXELM=0) = 161.6 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 TOTAL NUMBER OF POINT SOURCES/SINKS PRESENT IN THE FLOW MODEL = 2343 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE SINK & SOURCE TERM = 0.1000E+31(WHEN MIN. R.F.=1) AT K= 0, I= 0, J= 0 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE DISPERSION TERM = 43.47 (WHEN MIN. R.F.=1) AT K= 1, I= 12, J= 22 4 CALLS TO GCG PACKAGE FOR TRANSPORT TIME STEP 33 IN FLOW TIME STEP 1 STRESS PERIOD 2 10 TOTAL ITERATIONS SOLVING FOR HEAD 3 CALLS TO PCG ROUTINE FOR TIME STEP 1 IN STRESS PERIOD 2 27 TOTAL ITERATIONS FLOW MODEL IS TRANSIENT FLOW MODEL CONTAINS CONSTANT-HEAD CELLS MAXIMUM STEPSIZE DURING WHICH ANY PARTICLE CANNOT MOVE MORE THAN ONE CELL = 279.3 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE ADVECTION TERM (FOR PURE FINITE-DIFFERENCE OPTION, MIXELM=0) = 161.2 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 TOTAL NUMBER OF POINT SOURCES/SINKS PRESENT IN THE FLOW MODEL = 2343 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE SINK & SOURCE TERM = 0.1000E+31(WHEN MIN. R.F.=1) AT K= 0, I= 0, J= 0 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE DISPERSION TERM = 43.36 (WHEN MIN. R.F.=1) AT K= 1, I= 12, J= 22 4 CALLS TO GCG PACKAGE FOR TRANSPORT TIME STEP 34 IN FLOW TIME STEP 1 STRESS PERIOD 2 10 TOTAL ITERATIONS SOLVING FOR HEAD 3 CALLS TO PCG ROUTINE FOR TIME STEP 1 IN STRESS PERIOD 2 27 TOTAL ITERATIONS FLOW MODEL IS TRANSIENT FLOW MODEL CONTAINS CONSTANT-HEAD CELLS MAXIMUM STEPSIZE DURING WHICH ANY PARTICLE CANNOT MOVE MORE THAN ONE CELL = 278.4 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE ADVECTION TERM (FOR PURE FINITE-DIFFERENCE OPTION, MIXELM=0) = 160.8 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 TOTAL NUMBER OF POINT SOURCES/SINKS PRESENT IN THE FLOW MODEL = 2343 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE SINK & SOURCE TERM = 0.1000E+31(WHEN MIN. R.F.=1) AT K= 0, I= 0, J= 0 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE DISPERSION TERM = 43.25 (WHEN MIN. R.F.=1) AT K= 1, I= 12, J= 22 4 CALLS TO GCG PACKAGE FOR TRANSPORT TIME STEP 35 IN FLOW TIME STEP 1 STRESS PERIOD 2 10 TOTAL ITERATIONS SOLVING FOR HEAD 3 CALLS TO PCG ROUTINE FOR TIME STEP 1 IN STRESS PERIOD 2 27 TOTAL ITERATIONS FLOW MODEL IS TRANSIENT FLOW MODEL CONTAINS CONSTANT-HEAD CELLS MAXIMUM STEPSIZE DURING WHICH ANY PARTICLE CANNOT MOVE MORE THAN ONE CELL = 277.6 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE ADVECTION TERM (FOR PURE FINITE-DIFFERENCE OPTION, MIXELM=0) = 160.3 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 TOTAL NUMBER OF POINT SOURCES/SINKS PRESENT IN THE FLOW MODEL = 2343 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE SINK & SOURCE TERM = 0.1000E+31(WHEN MIN. R.F.=1) AT K= 0, I= 0, J= 0 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE DISPERSION TERM = 43.14 (WHEN MIN. R.F.=1) AT K= 1, I= 12, J= 22 4 CALLS TO GCG PACKAGE FOR TRANSPORT TIME STEP 36 IN FLOW TIME STEP 1 STRESS PERIOD 2 10 TOTAL ITERATIONS SOLVING FOR HEAD 3 CALLS TO PCG ROUTINE FOR TIME STEP 1 IN STRESS PERIOD 2 27 TOTAL ITERATIONS FLOW MODEL IS TRANSIENT FLOW MODEL CONTAINS CONSTANT-HEAD CELLS MAXIMUM STEPSIZE DURING WHICH ANY PARTICLE CANNOT MOVE MORE THAN ONE CELL = 276.8 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE ADVECTION TERM (FOR PURE FINITE-DIFFERENCE OPTION, MIXELM=0) = 159.9 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 TOTAL NUMBER OF POINT SOURCES/SINKS PRESENT IN THE FLOW MODEL = 2343 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE SINK & SOURCE TERM = 0.1000E+31(WHEN MIN. R.F.=1) AT K= 0, I= 0, J= 0 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE DISPERSION TERM = 43.03 (WHEN MIN. R.F.=1) AT K= 1, I= 12, J= 22 4 CALLS TO GCG PACKAGE FOR TRANSPORT TIME STEP 37 IN FLOW TIME STEP 1 STRESS PERIOD 2 10 TOTAL ITERATIONS SOLVING FOR HEAD 3 CALLS TO PCG ROUTINE FOR TIME STEP 1 IN STRESS PERIOD 2 27 TOTAL ITERATIONS FLOW MODEL IS TRANSIENT FLOW MODEL CONTAINS CONSTANT-HEAD CELLS MAXIMUM STEPSIZE DURING WHICH ANY PARTICLE CANNOT MOVE MORE THAN ONE CELL = 276.0 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE ADVECTION TERM (FOR PURE FINITE-DIFFERENCE OPTION, MIXELM=0) = 159.5 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 TOTAL NUMBER OF POINT SOURCES/SINKS PRESENT IN THE FLOW MODEL = 2343 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE SINK & SOURCE TERM = 0.1000E+31(WHEN MIN. R.F.=1) AT K= 0, I= 0, J= 0 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE DISPERSION TERM = 42.93 (WHEN MIN. R.F.=1) AT K= 1, I= 12, J= 22 4 CALLS TO GCG PACKAGE FOR TRANSPORT TIME STEP 38 IN FLOW TIME STEP 1 STRESS PERIOD 2 10 TOTAL ITERATIONS SOLVING FOR HEAD 3 CALLS TO PCG ROUTINE FOR TIME STEP 1 IN STRESS PERIOD 2 27 TOTAL ITERATIONS FLOW MODEL IS TRANSIENT FLOW MODEL CONTAINS CONSTANT-HEAD CELLS MAXIMUM STEPSIZE DURING WHICH ANY PARTICLE CANNOT MOVE MORE THAN ONE CELL = 275.2 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE ADVECTION TERM (FOR PURE FINITE-DIFFERENCE OPTION, MIXELM=0) = 159.1 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 TOTAL NUMBER OF POINT SOURCES/SINKS PRESENT IN THE FLOW MODEL = 2343 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE SINK & SOURCE TERM = 0.1000E+31(WHEN MIN. R.F.=1) AT K= 0, I= 0, J= 0 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE DISPERSION TERM = 42.83 (WHEN MIN. R.F.=1) AT K= 1, I= 12, J= 22 4 CALLS TO GCG PACKAGE FOR TRANSPORT TIME STEP 39 IN FLOW TIME STEP 1 STRESS PERIOD 2 10 TOTAL ITERATIONS SOLVING FOR HEAD 3 CALLS TO PCG ROUTINE FOR TIME STEP 1 IN STRESS PERIOD 2 27 TOTAL ITERATIONS FLOW MODEL IS TRANSIENT FLOW MODEL CONTAINS CONSTANT-HEAD CELLS MAXIMUM STEPSIZE DURING WHICH ANY PARTICLE CANNOT MOVE MORE THAN ONE CELL = 274.4 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE ADVECTION TERM (FOR PURE FINITE-DIFFERENCE OPTION, MIXELM=0) = 158.7 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 TOTAL NUMBER OF POINT SOURCES/SINKS PRESENT IN THE FLOW MODEL = 2343 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE SINK & SOURCE TERM = 0.1000E+31(WHEN MIN. R.F.=1) AT K= 0, I= 0, J= 0 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE DISPERSION TERM = 42.73 (WHEN MIN. R.F.=1) AT K= 1, I= 12, J= 22 4 CALLS TO GCG PACKAGE FOR TRANSPORT TIME STEP 40 IN FLOW TIME STEP 1 STRESS PERIOD 2 10 TOTAL ITERATIONS SOLVING FOR HEAD 3 CALLS TO PCG ROUTINE FOR TIME STEP 1 IN STRESS PERIOD 2 27 TOTAL ITERATIONS FLOW MODEL IS TRANSIENT FLOW MODEL CONTAINS CONSTANT-HEAD CELLS MAXIMUM STEPSIZE DURING WHICH ANY PARTICLE CANNOT MOVE MORE THAN ONE CELL = 273.7 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE ADVECTION TERM (FOR PURE FINITE-DIFFERENCE OPTION, MIXELM=0) = 158.4 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 TOTAL NUMBER OF POINT SOURCES/SINKS PRESENT IN THE FLOW MODEL = 2343 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE SINK & SOURCE TERM = 0.1000E+31(WHEN MIN. R.F.=1) AT K= 0, I= 0, J= 0 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE DISPERSION TERM = 42.63 (WHEN MIN. R.F.=1) AT K= 1, I= 12, J= 22 4 CALLS TO GCG PACKAGE FOR TRANSPORT TIME STEP 41 IN FLOW TIME STEP 1 STRESS PERIOD 2 10 TOTAL ITERATIONS SOLVING FOR HEAD 3 CALLS TO PCG ROUTINE FOR TIME STEP 1 IN STRESS PERIOD 2 27 TOTAL ITERATIONS FLOW MODEL IS TRANSIENT FLOW MODEL CONTAINS CONSTANT-HEAD CELLS MAXIMUM STEPSIZE DURING WHICH ANY PARTICLE CANNOT MOVE MORE THAN ONE CELL = 273.0 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE ADVECTION TERM (FOR PURE FINITE-DIFFERENCE OPTION, MIXELM=0) = 158.0 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 TOTAL NUMBER OF POINT SOURCES/SINKS PRESENT IN THE FLOW MODEL = 2343 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE SINK & SOURCE TERM = 0.1000E+31(WHEN MIN. R.F.=1) AT K= 0, I= 0, J= 0 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE DISPERSION TERM = 42.53 (WHEN MIN. R.F.=1) AT K= 1, I= 12, J= 22 4 CALLS TO GCG PACKAGE FOR TRANSPORT TIME STEP 42 IN FLOW TIME STEP 1 STRESS PERIOD 2 10 TOTAL ITERATIONS SOLVING FOR HEAD 3 CALLS TO PCG ROUTINE FOR TIME STEP 1 IN STRESS PERIOD 2 27 TOTAL ITERATIONS FLOW MODEL IS TRANSIENT FLOW MODEL CONTAINS CONSTANT-HEAD CELLS MAXIMUM STEPSIZE DURING WHICH ANY PARTICLE CANNOT MOVE MORE THAN ONE CELL = 272.2 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE ADVECTION TERM (FOR PURE FINITE-DIFFERENCE OPTION, MIXELM=0) = 157.6 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 TOTAL NUMBER OF POINT SOURCES/SINKS PRESENT IN THE FLOW MODEL = 2343 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE SINK & SOURCE TERM = 0.1000E+31(WHEN MIN. R.F.=1) AT K= 0, I= 0, J= 0 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE DISPERSION TERM = 42.44 (WHEN MIN. R.F.=1) AT K= 1, I= 12, J= 22 4 CALLS TO GCG PACKAGE FOR TRANSPORT TIME STEP 43 IN FLOW TIME STEP 1 STRESS PERIOD 2 10 TOTAL ITERATIONS SOLVING FOR HEAD 3 CALLS TO PCG ROUTINE FOR TIME STEP 1 IN STRESS PERIOD 2 27 TOTAL ITERATIONS FLOW MODEL IS TRANSIENT FLOW MODEL CONTAINS CONSTANT-HEAD CELLS MAXIMUM STEPSIZE DURING WHICH ANY PARTICLE CANNOT MOVE MORE THAN ONE CELL = 271.5 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE ADVECTION TERM (FOR PURE FINITE-DIFFERENCE OPTION, MIXELM=0) = 157.3 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 TOTAL NUMBER OF POINT SOURCES/SINKS PRESENT IN THE FLOW MODEL = 2343 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE SINK & SOURCE TERM = 0.1000E+31(WHEN MIN. R.F.=1) AT K= 0, I= 0, J= 0 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE DISPERSION TERM = 42.34 (WHEN MIN. R.F.=1) AT K= 1, I= 12, J= 22 3 CALLS TO GCG PACKAGE FOR TRANSPORT TIME STEP 44 IN FLOW TIME STEP 1 STRESS PERIOD 2 6 TOTAL ITERATIONS MAXIMUM CONCENTRATION CHANGES FOR EACH ITERATION: MAX. CHANGE LAYER,ROW,COL MAX. CHANGE LAYER,ROW,COL MAX. CHANGE LAYER,ROW,COL MAX. CHANGE LAYER,ROW,COL MAX. CHANGE LAYER,ROW,COL ------------------------------------------------------------------------------------------------------------------------------------ 0.7232E-01 ( 2, 39, 49) 0.1246E-03 ( 3, 44, 45) 0.1341E-06 ( 4, 43, 45) 0.3423E-03 ( 3, 44, 45) 0.7153E-06 ( 2, 44, 46) 0.000 ( 1, 1, 1) >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>FOR COMPONENT NO. 01<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<< ------------------------------------------- TRANSPORT STEP NO. 44 ------------------------------------------- TOTAL ELAPSED TIME SINCE BEGINNING OF SIMULATION = 14609.00 d ..................................................................... CUMMULATIVE MASS BUDGETS AT END OF TRANSPORT STEP 44, TIME STEP 1, STRESS PERIOD 2 ------------------------------------------------------------------------------------------ IN OUT ---------------- ---------------- CONSTANT CONCENTRATION: 0.1731478E+10 -0.7609380E+10 CONSTANT HEAD: 0.000000 0.000000 RECHARGE: 0.000000 0.000000 MASS STOR (FLOW MODEL): 0.000000 0.000000 MASS STORAGE (SOLUTE): 0.5880687E+10 -3209334. --------------------------------------------------------------------------- [TOTAL]: 0.7612166E+10 k -0.7612590E+10 k NET (IN - OUT): -423936.0 DISCREPANCY (PERCENT): -0.5569035E-02 HEAD WILL BE SAVED ON UNIT 99 AT END OF TIME STEP 1, STRESS PERIOD 2 1 MASS BUDGET FOR ENTIRE MODEL AT END OF TIME STEP 1 IN STRESS PERIOD 2 ------------------------------------------------------------------------------ CUMULATIVE MASS M RATES FOR THIS TIME STEP M/T ------------------ ------------------------ IN: IN: --- --- STORAGE = 0.0000 STORAGE = 0.0000 CONSTANT HEAD = 0.0000 CONSTANT HEAD = 0.0000 RECHARGE =183635148800.0000 RECHARGE = 12570000.0000 DCDT = 4351221760.0000 DCDT = 163691.2656 TOTAL IN =187986378752.0000 TOTAL IN = 12733691.0000 OUT: OUT: ---- ---- STORAGE = 0.0000 STORAGE = 0.0000 CONSTANT HEAD =187986329600.0000 CONSTANT HEAD = 12733714.0000 RECHARGE = 0.0000 RECHARGE = 0.0000 DCDT = 354607.9688 DCDT = 0.1217 TOTAL OUT =187986690048.0000 TOTAL OUT = 12733714.0000 IN - OUT = -311296.0000 IN - OUT = -23.0000 PERCENT DISCREPANCY = -0.00 PERCENT DISCREPANCY = -0.00 0 TIME SUMMARY AT END OF TRANSPORT STEP 44 IN TIME STEP 1 IN STRESS PERIOD 2 SECONDS MINUTES HOURS DAYS YEARS ----------------------------------------------------------- TRANS STEP LENGTH 4.51583E+06 75264. 1254.4 52.267 0.14310 TIME STEP LENGTH 6.31152E+08 1.05192E+07 1.75320E+05 7305.0 20.000 STRESS PERIOD TIME 6.31152E+08 1.05192E+07 1.75320E+05 7305.0 20.000 TOTAL TIME 1.26222E+09 2.10370E+07 3.50616E+05 14609. 39.997 1 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ STRESS PERIOD NO. 003 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ LENGTH OF CURRENT STRESS PERIOD = 7305.000 NUMBER OF TIME STEPS FOR CURRENT STRESS PERIOD = 1 TIME STEP MULTIPLIER USED IN FLOW SOLUTION = 1.000000 USER-SPECIFIED TRANSPORT STEPSIZE = 0.000000 d MAXIMUM NUMBER OF TRANSPORT STEPS ALLOWED IN ONE FLOW TIME STEP = 3000 MULTIPLIER FOR SUCCESSIVE TRANSPORT STEPS [USED IN IMPLICIT SCHEMES] = 1.000 MAXIMUM TRANSPORT STEP SIZE [USED IN IMPLICIT SCHEMES] = 0.000000 d 1 STRESS PERIOD NO. 3, LENGTH = 7305.000 ----------------------------------------------- NUMBER OF TIME STEPS = 1 MULTIPLIER FOR DELT = 1.000 INITIAL TIME STEP SIZE = 7305.000 CONCENTRATION OF RECHARGE FLUXES WILL BE READ IN STRESS PERIOD 3 RECH. CONC. COMP. 01 = 0.00000 NO. OF POINT SINKS/SOURCES OF SPECIFIED CONCONCENTRATIONS = 0 IN STRESS PERIOD 3 REUSING RECH FROM LAST STRESS PERIOD ================================================ FROM TIME = 14609. TO 21914. SOLVING FOR HEAD 3 CALLS TO PCG ROUTINE FOR TIME STEP 1 IN STRESS PERIOD 3 26 TOTAL ITERATIONS FLOW MODEL IS TRANSIENT FLOW MODEL CONTAINS CONSTANT-HEAD CELLS MAXIMUM STEPSIZE DURING WHICH ANY PARTICLE CANNOT MOVE MORE THAN ONE CELL = 271.4 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE ADVECTION TERM (FOR PURE FINITE-DIFFERENCE OPTION, MIXELM=0) = 157.3 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 TOTAL NUMBER OF POINT SOURCES/SINKS PRESENT IN THE FLOW MODEL = 2343 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE SINK & SOURCE TERM = 0.1000E+31(WHEN MIN. R.F.=1) AT K= 0, I= 0, J= 0 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE DISPERSION TERM = 42.36 (WHEN MIN. R.F.=1) AT K= 1, I= 12, J= 22 4 CALLS TO GCG PACKAGE FOR TRANSPORT TIME STEP 1 IN FLOW TIME STEP 1 STRESS PERIOD 3 10 TOTAL ITERATIONS OUTPUT CONTROL FOR STRESS PERIOD 3 TIME STEP 1 SAVE HEAD FOR ALL LAYERS SAVE BUDGET FOR ALL LAYERS SAVE BUDGET SOLVING FOR HEAD 3 CALLS TO PCG ROUTINE FOR TIME STEP 1 IN STRESS PERIOD 3 28 TOTAL ITERATIONS FLOW MODEL IS TRANSIENT FLOW MODEL CONTAINS CONSTANT-HEAD CELLS MAXIMUM STEPSIZE DURING WHICH ANY PARTICLE CANNOT MOVE MORE THAN ONE CELL = 270.4 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE ADVECTION TERM (FOR PURE FINITE-DIFFERENCE OPTION, MIXELM=0) = 156.7 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 TOTAL NUMBER OF POINT SOURCES/SINKS PRESENT IN THE FLOW MODEL = 2343 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE SINK & SOURCE TERM = 0.1000E+31(WHEN MIN. R.F.=1) AT K= 0, I= 0, J= 0 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE DISPERSION TERM = 42.20 (WHEN MIN. R.F.=1) AT K= 1, I= 12, J= 22 4 CALLS TO GCG PACKAGE FOR TRANSPORT TIME STEP 2 IN FLOW TIME STEP 1 STRESS PERIOD 3 10 TOTAL ITERATIONS SOLVING FOR HEAD 3 CALLS TO PCG ROUTINE FOR TIME STEP 1 IN STRESS PERIOD 3 27 TOTAL ITERATIONS FLOW MODEL IS TRANSIENT FLOW MODEL CONTAINS CONSTANT-HEAD CELLS MAXIMUM STEPSIZE DURING WHICH ANY PARTICLE CANNOT MOVE MORE THAN ONE CELL = 269.8 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE ADVECTION TERM (FOR PURE FINITE-DIFFERENCE OPTION, MIXELM=0) = 156.4 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 TOTAL NUMBER OF POINT SOURCES/SINKS PRESENT IN THE FLOW MODEL = 2343 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE SINK & SOURCE TERM = 0.1000E+31(WHEN MIN. R.F.=1) AT K= 0, I= 0, J= 0 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE DISPERSION TERM = 42.13 (WHEN MIN. R.F.=1) AT K= 1, I= 12, J= 22 4 CALLS TO GCG PACKAGE FOR TRANSPORT TIME STEP 3 IN FLOW TIME STEP 1 STRESS PERIOD 3 10 TOTAL ITERATIONS SOLVING FOR HEAD 3 CALLS TO PCG ROUTINE FOR TIME STEP 1 IN STRESS PERIOD 3 27 TOTAL ITERATIONS FLOW MODEL IS TRANSIENT FLOW MODEL CONTAINS CONSTANT-HEAD CELLS MAXIMUM STEPSIZE DURING WHICH ANY PARTICLE CANNOT MOVE MORE THAN ONE CELL = 269.2 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE ADVECTION TERM (FOR PURE FINITE-DIFFERENCE OPTION, MIXELM=0) = 156.1 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 TOTAL NUMBER OF POINT SOURCES/SINKS PRESENT IN THE FLOW MODEL = 2343 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE SINK & SOURCE TERM = 0.1000E+31(WHEN MIN. R.F.=1) AT K= 0, I= 0, J= 0 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE DISPERSION TERM = 42.04 (WHEN MIN. R.F.=1) AT K= 1, I= 12, J= 22 4 CALLS TO GCG PACKAGE FOR TRANSPORT TIME STEP 4 IN FLOW TIME STEP 1 STRESS PERIOD 3 10 TOTAL ITERATIONS SOLVING FOR HEAD 3 CALLS TO PCG ROUTINE FOR TIME STEP 1 IN STRESS PERIOD 3 27 TOTAL ITERATIONS FLOW MODEL IS TRANSIENT FLOW MODEL CONTAINS CONSTANT-HEAD CELLS MAXIMUM STEPSIZE DURING WHICH ANY PARTICLE CANNOT MOVE MORE THAN ONE CELL = 268.6 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE ADVECTION TERM (FOR PURE FINITE-DIFFERENCE OPTION, MIXELM=0) = 155.8 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 TOTAL NUMBER OF POINT SOURCES/SINKS PRESENT IN THE FLOW MODEL = 2343 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE SINK & SOURCE TERM = 0.1000E+31(WHEN MIN. R.F.=1) AT K= 0, I= 0, J= 0 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE DISPERSION TERM = 41.95 (WHEN MIN. R.F.=1) AT K= 1, I= 12, J= 22 4 CALLS TO GCG PACKAGE FOR TRANSPORT TIME STEP 5 IN FLOW TIME STEP 1 STRESS PERIOD 3 10 TOTAL ITERATIONS SOLVING FOR HEAD 3 CALLS TO PCG ROUTINE FOR TIME STEP 1 IN STRESS PERIOD 3 27 TOTAL ITERATIONS FLOW MODEL IS TRANSIENT FLOW MODEL CONTAINS CONSTANT-HEAD CELLS MAXIMUM STEPSIZE DURING WHICH ANY PARTICLE CANNOT MOVE MORE THAN ONE CELL = 267.9 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE ADVECTION TERM (FOR PURE FINITE-DIFFERENCE OPTION, MIXELM=0) = 155.5 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 TOTAL NUMBER OF POINT SOURCES/SINKS PRESENT IN THE FLOW MODEL = 2343 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE SINK & SOURCE TERM = 0.1000E+31(WHEN MIN. R.F.=1) AT K= 0, I= 0, J= 0 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE DISPERSION TERM = 41.87 (WHEN MIN. R.F.=1) AT K= 1, I= 12, J= 22 4 CALLS TO GCG PACKAGE FOR TRANSPORT TIME STEP 6 IN FLOW TIME STEP 1 STRESS PERIOD 3 10 TOTAL ITERATIONS SOLVING FOR HEAD 3 CALLS TO PCG ROUTINE FOR TIME STEP 1 IN STRESS PERIOD 3 27 TOTAL ITERATIONS FLOW MODEL IS TRANSIENT FLOW MODEL CONTAINS CONSTANT-HEAD CELLS MAXIMUM STEPSIZE DURING WHICH ANY PARTICLE CANNOT MOVE MORE THAN ONE CELL = 267.3 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE ADVECTION TERM (FOR PURE FINITE-DIFFERENCE OPTION, MIXELM=0) = 155.1 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 TOTAL NUMBER OF POINT SOURCES/SINKS PRESENT IN THE FLOW MODEL = 2343 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE SINK & SOURCE TERM = 0.1000E+31(WHEN MIN. R.F.=1) AT K= 0, I= 0, J= 0 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE DISPERSION TERM = 41.79 (WHEN MIN. R.F.=1) AT K= 1, I= 12, J= 22 4 CALLS TO GCG PACKAGE FOR TRANSPORT TIME STEP 7 IN FLOW TIME STEP 1 STRESS PERIOD 3 10 TOTAL ITERATIONS SOLVING FOR HEAD 3 CALLS TO PCG ROUTINE FOR TIME STEP 1 IN STRESS PERIOD 3 27 TOTAL ITERATIONS FLOW MODEL IS TRANSIENT FLOW MODEL CONTAINS CONSTANT-HEAD CELLS MAXIMUM STEPSIZE DURING WHICH ANY PARTICLE CANNOT MOVE MORE THAN ONE CELL = 266.7 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE ADVECTION TERM (FOR PURE FINITE-DIFFERENCE OPTION, MIXELM=0) = 154.8 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 TOTAL NUMBER OF POINT SOURCES/SINKS PRESENT IN THE FLOW MODEL = 2343 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE SINK & SOURCE TERM = 0.1000E+31(WHEN MIN. R.F.=1) AT K= 0, I= 0, J= 0 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE DISPERSION TERM = 41.70 (WHEN MIN. R.F.=1) AT K= 1, I= 12, J= 22 4 CALLS TO GCG PACKAGE FOR TRANSPORT TIME STEP 8 IN FLOW TIME STEP 1 STRESS PERIOD 3 10 TOTAL ITERATIONS SOLVING FOR HEAD 3 CALLS TO PCG ROUTINE FOR TIME STEP 1 IN STRESS PERIOD 3 27 TOTAL ITERATIONS FLOW MODEL IS TRANSIENT FLOW MODEL CONTAINS CONSTANT-HEAD CELLS MAXIMUM STEPSIZE DURING WHICH ANY PARTICLE CANNOT MOVE MORE THAN ONE CELL = 266.1 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE ADVECTION TERM (FOR PURE FINITE-DIFFERENCE OPTION, MIXELM=0) = 154.5 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 TOTAL NUMBER OF POINT SOURCES/SINKS PRESENT IN THE FLOW MODEL = 2343 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE SINK & SOURCE TERM = 0.1000E+31(WHEN MIN. R.F.=1) AT K= 0, I= 0, J= 0 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE DISPERSION TERM = 41.62 (WHEN MIN. R.F.=1) AT K= 1, I= 12, J= 22 4 CALLS TO GCG PACKAGE FOR TRANSPORT TIME STEP 9 IN FLOW TIME STEP 1 STRESS PERIOD 3 10 TOTAL ITERATIONS SOLVING FOR HEAD 3 CALLS TO PCG ROUTINE FOR TIME STEP 1 IN STRESS PERIOD 3 27 TOTAL ITERATIONS FLOW MODEL IS TRANSIENT FLOW MODEL CONTAINS CONSTANT-HEAD CELLS MAXIMUM STEPSIZE DURING WHICH ANY PARTICLE CANNOT MOVE MORE THAN ONE CELL = 265.5 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE ADVECTION TERM (FOR PURE FINITE-DIFFERENCE OPTION, MIXELM=0) = 154.2 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 TOTAL NUMBER OF POINT SOURCES/SINKS PRESENT IN THE FLOW MODEL = 2343 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE SINK & SOURCE TERM = 0.1000E+31(WHEN MIN. R.F.=1) AT K= 0, I= 0, J= 0 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE DISPERSION TERM = 41.54 (WHEN MIN. R.F.=1) AT K= 1, I= 12, J= 22 4 CALLS TO GCG PACKAGE FOR TRANSPORT TIME STEP 10 IN FLOW TIME STEP 1 STRESS PERIOD 3 10 TOTAL ITERATIONS SOLVING FOR HEAD 3 CALLS TO PCG ROUTINE FOR TIME STEP 1 IN STRESS PERIOD 3 27 TOTAL ITERATIONS FLOW MODEL IS TRANSIENT FLOW MODEL CONTAINS CONSTANT-HEAD CELLS MAXIMUM STEPSIZE DURING WHICH ANY PARTICLE CANNOT MOVE MORE THAN ONE CELL = 264.9 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE ADVECTION TERM (FOR PURE FINITE-DIFFERENCE OPTION, MIXELM=0) = 153.9 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 TOTAL NUMBER OF POINT SOURCES/SINKS PRESENT IN THE FLOW MODEL = 2343 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE SINK & SOURCE TERM = 0.1000E+31(WHEN MIN. R.F.=1) AT K= 0, I= 0, J= 0 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE DISPERSION TERM = 41.46 (WHEN MIN. R.F.=1) AT K= 1, I= 12, J= 22 4 CALLS TO GCG PACKAGE FOR TRANSPORT TIME STEP 11 IN FLOW TIME STEP 1 STRESS PERIOD 3 10 TOTAL ITERATIONS SOLVING FOR HEAD 3 CALLS TO PCG ROUTINE FOR TIME STEP 1 IN STRESS PERIOD 3 27 TOTAL ITERATIONS FLOW MODEL IS TRANSIENT FLOW MODEL CONTAINS CONSTANT-HEAD CELLS MAXIMUM STEPSIZE DURING WHICH ANY PARTICLE CANNOT MOVE MORE THAN ONE CELL = 264.3 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE ADVECTION TERM (FOR PURE FINITE-DIFFERENCE OPTION, MIXELM=0) = 153.6 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 TOTAL NUMBER OF POINT SOURCES/SINKS PRESENT IN THE FLOW MODEL = 2343 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE SINK & SOURCE TERM = 0.1000E+31(WHEN MIN. R.F.=1) AT K= 0, I= 0, J= 0 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE DISPERSION TERM = 41.38 (WHEN MIN. R.F.=1) AT K= 1, I= 12, J= 22 4 CALLS TO GCG PACKAGE FOR TRANSPORT TIME STEP 12 IN FLOW TIME STEP 1 STRESS PERIOD 3 10 TOTAL ITERATIONS SOLVING FOR HEAD 3 CALLS TO PCG ROUTINE FOR TIME STEP 1 IN STRESS PERIOD 3 27 TOTAL ITERATIONS FLOW MODEL IS TRANSIENT FLOW MODEL CONTAINS CONSTANT-HEAD CELLS MAXIMUM STEPSIZE DURING WHICH ANY PARTICLE CANNOT MOVE MORE THAN ONE CELL = 263.7 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE ADVECTION TERM (FOR PURE FINITE-DIFFERENCE OPTION, MIXELM=0) = 153.3 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 TOTAL NUMBER OF POINT SOURCES/SINKS PRESENT IN THE FLOW MODEL = 2343 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE SINK & SOURCE TERM = 0.1000E+31(WHEN MIN. R.F.=1) AT K= 0, I= 0, J= 0 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE DISPERSION TERM = 41.31 (WHEN MIN. R.F.=1) AT K= 1, I= 12, J= 22 4 CALLS TO GCG PACKAGE FOR TRANSPORT TIME STEP 13 IN FLOW TIME STEP 1 STRESS PERIOD 3 10 TOTAL ITERATIONS SOLVING FOR HEAD 3 CALLS TO PCG ROUTINE FOR TIME STEP 1 IN STRESS PERIOD 3 27 TOTAL ITERATIONS FLOW MODEL IS TRANSIENT FLOW MODEL CONTAINS CONSTANT-HEAD CELLS MAXIMUM STEPSIZE DURING WHICH ANY PARTICLE CANNOT MOVE MORE THAN ONE CELL = 263.1 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE ADVECTION TERM (FOR PURE FINITE-DIFFERENCE OPTION, MIXELM=0) = 153.0 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 TOTAL NUMBER OF POINT SOURCES/SINKS PRESENT IN THE FLOW MODEL = 2343 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE SINK & SOURCE TERM = 0.1000E+31(WHEN MIN. R.F.=1) AT K= 0, I= 0, J= 0 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE DISPERSION TERM = 41.23 (WHEN MIN. R.F.=1) AT K= 1, I= 12, J= 22 4 CALLS TO GCG PACKAGE FOR TRANSPORT TIME STEP 14 IN FLOW TIME STEP 1 STRESS PERIOD 3 10 TOTAL ITERATIONS SOLVING FOR HEAD 3 CALLS TO PCG ROUTINE FOR TIME STEP 1 IN STRESS PERIOD 3 27 TOTAL ITERATIONS FLOW MODEL IS TRANSIENT FLOW MODEL CONTAINS CONSTANT-HEAD CELLS MAXIMUM STEPSIZE DURING WHICH ANY PARTICLE CANNOT MOVE MORE THAN ONE CELL = 262.6 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE ADVECTION TERM (FOR PURE FINITE-DIFFERENCE OPTION, MIXELM=0) = 152.7 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 TOTAL NUMBER OF POINT SOURCES/SINKS PRESENT IN THE FLOW MODEL = 2343 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE SINK & SOURCE TERM = 0.1000E+31(WHEN MIN. R.F.=1) AT K= 0, I= 0, J= 0 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE DISPERSION TERM = 41.16 (WHEN MIN. R.F.=1) AT K= 1, I= 12, J= 22 4 CALLS TO GCG PACKAGE FOR TRANSPORT TIME STEP 15 IN FLOW TIME STEP 1 STRESS PERIOD 3 10 TOTAL ITERATIONS SOLVING FOR HEAD 3 CALLS TO PCG ROUTINE FOR TIME STEP 1 IN STRESS PERIOD 3 27 TOTAL ITERATIONS FLOW MODEL IS TRANSIENT FLOW MODEL CONTAINS CONSTANT-HEAD CELLS MAXIMUM STEPSIZE DURING WHICH ANY PARTICLE CANNOT MOVE MORE THAN ONE CELL = 262.0 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE ADVECTION TERM (FOR PURE FINITE-DIFFERENCE OPTION, MIXELM=0) = 152.5 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 TOTAL NUMBER OF POINT SOURCES/SINKS PRESENT IN THE FLOW MODEL = 2343 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE SINK & SOURCE TERM = 0.1000E+31(WHEN MIN. R.F.=1) AT K= 0, I= 0, J= 0 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE DISPERSION TERM = 41.08 (WHEN MIN. R.F.=1) AT K= 1, I= 12, J= 22 4 CALLS TO GCG PACKAGE FOR TRANSPORT TIME STEP 16 IN FLOW TIME STEP 1 STRESS PERIOD 3 10 TOTAL ITERATIONS SOLVING FOR HEAD 3 CALLS TO PCG ROUTINE FOR TIME STEP 1 IN STRESS PERIOD 3 27 TOTAL ITERATIONS FLOW MODEL IS TRANSIENT FLOW MODEL CONTAINS CONSTANT-HEAD CELLS MAXIMUM STEPSIZE DURING WHICH ANY PARTICLE CANNOT MOVE MORE THAN ONE CELL = 261.5 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE ADVECTION TERM (FOR PURE FINITE-DIFFERENCE OPTION, MIXELM=0) = 152.2 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 TOTAL NUMBER OF POINT SOURCES/SINKS PRESENT IN THE FLOW MODEL = 2343 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE SINK & SOURCE TERM = 0.1000E+31(WHEN MIN. R.F.=1) AT K= 0, I= 0, J= 0 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE DISPERSION TERM = 41.01 (WHEN MIN. R.F.=1) AT K= 1, I= 12, J= 22 4 CALLS TO GCG PACKAGE FOR TRANSPORT TIME STEP 17 IN FLOW TIME STEP 1 STRESS PERIOD 3 10 TOTAL ITERATIONS SOLVING FOR HEAD 3 CALLS TO PCG ROUTINE FOR TIME STEP 1 IN STRESS PERIOD 3 27 TOTAL ITERATIONS FLOW MODEL IS TRANSIENT FLOW MODEL CONTAINS CONSTANT-HEAD CELLS MAXIMUM STEPSIZE DURING WHICH ANY PARTICLE CANNOT MOVE MORE THAN ONE CELL = 261.0 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE ADVECTION TERM (FOR PURE FINITE-DIFFERENCE OPTION, MIXELM=0) = 151.9 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 TOTAL NUMBER OF POINT SOURCES/SINKS PRESENT IN THE FLOW MODEL = 2343 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE SINK & SOURCE TERM = 0.1000E+31(WHEN MIN. R.F.=1) AT K= 0, I= 0, J= 0 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE DISPERSION TERM = 40.94 (WHEN MIN. R.F.=1) AT K= 1, I= 12, J= 22 4 CALLS TO GCG PACKAGE FOR TRANSPORT TIME STEP 18 IN FLOW TIME STEP 1 STRESS PERIOD 3 10 TOTAL ITERATIONS SOLVING FOR HEAD 3 CALLS TO PCG ROUTINE FOR TIME STEP 1 IN STRESS PERIOD 3 27 TOTAL ITERATIONS FLOW MODEL IS TRANSIENT FLOW MODEL CONTAINS CONSTANT-HEAD CELLS MAXIMUM STEPSIZE DURING WHICH ANY PARTICLE CANNOT MOVE MORE THAN ONE CELL = 260.4 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE ADVECTION TERM (FOR PURE FINITE-DIFFERENCE OPTION, MIXELM=0) = 151.6 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 TOTAL NUMBER OF POINT SOURCES/SINKS PRESENT IN THE FLOW MODEL = 2343 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE SINK & SOURCE TERM = 0.1000E+31(WHEN MIN. R.F.=1) AT K= 0, I= 0, J= 0 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE DISPERSION TERM = 40.87 (WHEN MIN. R.F.=1) AT K= 1, I= 12, J= 22 4 CALLS TO GCG PACKAGE FOR TRANSPORT TIME STEP 19 IN FLOW TIME STEP 1 STRESS PERIOD 3 10 TOTAL ITERATIONS SOLVING FOR HEAD 3 CALLS TO PCG ROUTINE FOR TIME STEP 1 IN STRESS PERIOD 3 27 TOTAL ITERATIONS FLOW MODEL IS TRANSIENT FLOW MODEL CONTAINS CONSTANT-HEAD CELLS MAXIMUM STEPSIZE DURING WHICH ANY PARTICLE CANNOT MOVE MORE THAN ONE CELL = 259.9 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE ADVECTION TERM (FOR PURE FINITE-DIFFERENCE OPTION, MIXELM=0) = 151.4 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 TOTAL NUMBER OF POINT SOURCES/SINKS PRESENT IN THE FLOW MODEL = 2343 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE SINK & SOURCE TERM = 0.1000E+31(WHEN MIN. R.F.=1) AT K= 0, I= 0, J= 0 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE DISPERSION TERM = 40.80 (WHEN MIN. R.F.=1) AT K= 1, I= 12, J= 22 4 CALLS TO GCG PACKAGE FOR TRANSPORT TIME STEP 20 IN FLOW TIME STEP 1 STRESS PERIOD 3 10 TOTAL ITERATIONS SOLVING FOR HEAD 3 CALLS TO PCG ROUTINE FOR TIME STEP 1 IN STRESS PERIOD 3 27 TOTAL ITERATIONS FLOW MODEL IS TRANSIENT FLOW MODEL CONTAINS CONSTANT-HEAD CELLS MAXIMUM STEPSIZE DURING WHICH ANY PARTICLE CANNOT MOVE MORE THAN ONE CELL = 259.4 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE ADVECTION TERM (FOR PURE FINITE-DIFFERENCE OPTION, MIXELM=0) = 151.1 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 TOTAL NUMBER OF POINT SOURCES/SINKS PRESENT IN THE FLOW MODEL = 2343 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE SINK & SOURCE TERM = 0.1000E+31(WHEN MIN. R.F.=1) AT K= 0, I= 0, J= 0 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE DISPERSION TERM = 40.73 (WHEN MIN. R.F.=1) AT K= 1, I= 12, J= 22 4 CALLS TO GCG PACKAGE FOR TRANSPORT TIME STEP 21 IN FLOW TIME STEP 1 STRESS PERIOD 3 10 TOTAL ITERATIONS SOLVING FOR HEAD 3 CALLS TO PCG ROUTINE FOR TIME STEP 1 IN STRESS PERIOD 3 27 TOTAL ITERATIONS FLOW MODEL IS TRANSIENT FLOW MODEL CONTAINS CONSTANT-HEAD CELLS MAXIMUM STEPSIZE DURING WHICH ANY PARTICLE CANNOT MOVE MORE THAN ONE CELL = 258.9 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE ADVECTION TERM (FOR PURE FINITE-DIFFERENCE OPTION, MIXELM=0) = 150.9 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 TOTAL NUMBER OF POINT SOURCES/SINKS PRESENT IN THE FLOW MODEL = 2343 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE SINK & SOURCE TERM = 0.1000E+31(WHEN MIN. R.F.=1) AT K= 0, I= 0, J= 0 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE DISPERSION TERM = 40.67 (WHEN MIN. R.F.=1) AT K= 1, I= 12, J= 22 4 CALLS TO GCG PACKAGE FOR TRANSPORT TIME STEP 22 IN FLOW TIME STEP 1 STRESS PERIOD 3 10 TOTAL ITERATIONS SOLVING FOR HEAD 3 CALLS TO PCG ROUTINE FOR TIME STEP 1 IN STRESS PERIOD 3 27 TOTAL ITERATIONS FLOW MODEL IS TRANSIENT FLOW MODEL CONTAINS CONSTANT-HEAD CELLS MAXIMUM STEPSIZE DURING WHICH ANY PARTICLE CANNOT MOVE MORE THAN ONE CELL = 258.4 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE ADVECTION TERM (FOR PURE FINITE-DIFFERENCE OPTION, MIXELM=0) = 150.6 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 TOTAL NUMBER OF POINT SOURCES/SINKS PRESENT IN THE FLOW MODEL = 2343 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE SINK & SOURCE TERM = 0.1000E+31(WHEN MIN. R.F.=1) AT K= 0, I= 0, J= 0 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE DISPERSION TERM = 40.60 (WHEN MIN. R.F.=1) AT K= 1, I= 12, J= 22 4 CALLS TO GCG PACKAGE FOR TRANSPORT TIME STEP 23 IN FLOW TIME STEP 1 STRESS PERIOD 3 10 TOTAL ITERATIONS SOLVING FOR HEAD 3 CALLS TO PCG ROUTINE FOR TIME STEP 1 IN STRESS PERIOD 3 27 TOTAL ITERATIONS FLOW MODEL IS TRANSIENT FLOW MODEL CONTAINS CONSTANT-HEAD CELLS MAXIMUM STEPSIZE DURING WHICH ANY PARTICLE CANNOT MOVE MORE THAN ONE CELL = 257.9 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE ADVECTION TERM (FOR PURE FINITE-DIFFERENCE OPTION, MIXELM=0) = 150.4 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 TOTAL NUMBER OF POINT SOURCES/SINKS PRESENT IN THE FLOW MODEL = 2343 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE SINK & SOURCE TERM = 0.1000E+31(WHEN MIN. R.F.=1) AT K= 0, I= 0, J= 0 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE DISPERSION TERM = 40.53 (WHEN MIN. R.F.=1) AT K= 1, I= 12, J= 22 4 CALLS TO GCG PACKAGE FOR TRANSPORT TIME STEP 24 IN FLOW TIME STEP 1 STRESS PERIOD 3 10 TOTAL ITERATIONS SOLVING FOR HEAD 3 CALLS TO PCG ROUTINE FOR TIME STEP 1 IN STRESS PERIOD 3 27 TOTAL ITERATIONS FLOW MODEL IS TRANSIENT FLOW MODEL CONTAINS CONSTANT-HEAD CELLS MAXIMUM STEPSIZE DURING WHICH ANY PARTICLE CANNOT MOVE MORE THAN ONE CELL = 257.4 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE ADVECTION TERM (FOR PURE FINITE-DIFFERENCE OPTION, MIXELM=0) = 150.1 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 TOTAL NUMBER OF POINT SOURCES/SINKS PRESENT IN THE FLOW MODEL = 2343 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE SINK & SOURCE TERM = 0.1000E+31(WHEN MIN. R.F.=1) AT K= 0, I= 0, J= 0 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE DISPERSION TERM = 40.47 (WHEN MIN. R.F.=1) AT K= 1, I= 12, J= 22 4 CALLS TO GCG PACKAGE FOR TRANSPORT TIME STEP 25 IN FLOW TIME STEP 1 STRESS PERIOD 3 10 TOTAL ITERATIONS SOLVING FOR HEAD 3 CALLS TO PCG ROUTINE FOR TIME STEP 1 IN STRESS PERIOD 3 27 TOTAL ITERATIONS FLOW MODEL IS TRANSIENT FLOW MODEL CONTAINS CONSTANT-HEAD CELLS MAXIMUM STEPSIZE DURING WHICH ANY PARTICLE CANNOT MOVE MORE THAN ONE CELL = 256.9 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE ADVECTION TERM (FOR PURE FINITE-DIFFERENCE OPTION, MIXELM=0) = 149.9 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 TOTAL NUMBER OF POINT SOURCES/SINKS PRESENT IN THE FLOW MODEL = 2343 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE SINK & SOURCE TERM = 0.1000E+31(WHEN MIN. R.F.=1) AT K= 0, I= 0, J= 0 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE DISPERSION TERM = 40.41 (WHEN MIN. R.F.=1) AT K= 1, I= 12, J= 22 4 CALLS TO GCG PACKAGE FOR TRANSPORT TIME STEP 26 IN FLOW TIME STEP 1 STRESS PERIOD 3 10 TOTAL ITERATIONS SOLVING FOR HEAD 3 CALLS TO PCG ROUTINE FOR TIME STEP 1 IN STRESS PERIOD 3 27 TOTAL ITERATIONS FLOW MODEL IS TRANSIENT FLOW MODEL CONTAINS CONSTANT-HEAD CELLS MAXIMUM STEPSIZE DURING WHICH ANY PARTICLE CANNOT MOVE MORE THAN ONE CELL = 256.5 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE ADVECTION TERM (FOR PURE FINITE-DIFFERENCE OPTION, MIXELM=0) = 149.6 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 TOTAL NUMBER OF POINT SOURCES/SINKS PRESENT IN THE FLOW MODEL = 2343 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE SINK & SOURCE TERM = 0.1000E+31(WHEN MIN. R.F.=1) AT K= 0, I= 0, J= 0 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE DISPERSION TERM = 40.34 (WHEN MIN. R.F.=1) AT K= 1, I= 12, J= 22 4 CALLS TO GCG PACKAGE FOR TRANSPORT TIME STEP 27 IN FLOW TIME STEP 1 STRESS PERIOD 3 10 TOTAL ITERATIONS SOLVING FOR HEAD 3 CALLS TO PCG ROUTINE FOR TIME STEP 1 IN STRESS PERIOD 3 27 TOTAL ITERATIONS FLOW MODEL IS TRANSIENT FLOW MODEL CONTAINS CONSTANT-HEAD CELLS MAXIMUM STEPSIZE DURING WHICH ANY PARTICLE CANNOT MOVE MORE THAN ONE CELL = 256.0 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE ADVECTION TERM (FOR PURE FINITE-DIFFERENCE OPTION, MIXELM=0) = 149.4 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 TOTAL NUMBER OF POINT SOURCES/SINKS PRESENT IN THE FLOW MODEL = 2343 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE SINK & SOURCE TERM = 0.1000E+31(WHEN MIN. R.F.=1) AT K= 0, I= 0, J= 0 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE DISPERSION TERM = 40.28 (WHEN MIN. R.F.=1) AT K= 1, I= 12, J= 22 4 CALLS TO GCG PACKAGE FOR TRANSPORT TIME STEP 28 IN FLOW TIME STEP 1 STRESS PERIOD 3 10 TOTAL ITERATIONS SOLVING FOR HEAD 3 CALLS TO PCG ROUTINE FOR TIME STEP 1 IN STRESS PERIOD 3 27 TOTAL ITERATIONS FLOW MODEL IS TRANSIENT FLOW MODEL CONTAINS CONSTANT-HEAD CELLS MAXIMUM STEPSIZE DURING WHICH ANY PARTICLE CANNOT MOVE MORE THAN ONE CELL = 255.6 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE ADVECTION TERM (FOR PURE FINITE-DIFFERENCE OPTION, MIXELM=0) = 149.2 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 TOTAL NUMBER OF POINT SOURCES/SINKS PRESENT IN THE FLOW MODEL = 2343 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE SINK & SOURCE TERM = 0.1000E+31(WHEN MIN. R.F.=1) AT K= 0, I= 0, J= 0 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE DISPERSION TERM = 40.22 (WHEN MIN. R.F.=1) AT K= 1, I= 12, J= 22 4 CALLS TO GCG PACKAGE FOR TRANSPORT TIME STEP 29 IN FLOW TIME STEP 1 STRESS PERIOD 3 10 TOTAL ITERATIONS SOLVING FOR HEAD 3 CALLS TO PCG ROUTINE FOR TIME STEP 1 IN STRESS PERIOD 3 27 TOTAL ITERATIONS FLOW MODEL IS TRANSIENT FLOW MODEL CONTAINS CONSTANT-HEAD CELLS MAXIMUM STEPSIZE DURING WHICH ANY PARTICLE CANNOT MOVE MORE THAN ONE CELL = 255.1 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE ADVECTION TERM (FOR PURE FINITE-DIFFERENCE OPTION, MIXELM=0) = 148.9 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 TOTAL NUMBER OF POINT SOURCES/SINKS PRESENT IN THE FLOW MODEL = 2343 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE SINK & SOURCE TERM = 0.1000E+31(WHEN MIN. R.F.=1) AT K= 0, I= 0, J= 0 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE DISPERSION TERM = 40.16 (WHEN MIN. R.F.=1) AT K= 1, I= 12, J= 22 4 CALLS TO GCG PACKAGE FOR TRANSPORT TIME STEP 30 IN FLOW TIME STEP 1 STRESS PERIOD 3 10 TOTAL ITERATIONS SOLVING FOR HEAD 3 CALLS TO PCG ROUTINE FOR TIME STEP 1 IN STRESS PERIOD 3 26 TOTAL ITERATIONS FLOW MODEL IS TRANSIENT FLOW MODEL CONTAINS CONSTANT-HEAD CELLS MAXIMUM STEPSIZE DURING WHICH ANY PARTICLE CANNOT MOVE MORE THAN ONE CELL = 254.7 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE ADVECTION TERM (FOR PURE FINITE-DIFFERENCE OPTION, MIXELM=0) = 148.7 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 TOTAL NUMBER OF POINT SOURCES/SINKS PRESENT IN THE FLOW MODEL = 2343 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE SINK & SOURCE TERM = 0.1000E+31(WHEN MIN. R.F.=1) AT K= 0, I= 0, J= 0 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE DISPERSION TERM = 40.10 (WHEN MIN. R.F.=1) AT K= 1, I= 12, J= 22 4 CALLS TO GCG PACKAGE FOR TRANSPORT TIME STEP 31 IN FLOW TIME STEP 1 STRESS PERIOD 3 10 TOTAL ITERATIONS SOLVING FOR HEAD 3 CALLS TO PCG ROUTINE FOR TIME STEP 1 IN STRESS PERIOD 3 26 TOTAL ITERATIONS FLOW MODEL IS TRANSIENT FLOW MODEL CONTAINS CONSTANT-HEAD CELLS MAXIMUM STEPSIZE DURING WHICH ANY PARTICLE CANNOT MOVE MORE THAN ONE CELL = 254.2 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE ADVECTION TERM (FOR PURE FINITE-DIFFERENCE OPTION, MIXELM=0) = 148.5 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 TOTAL NUMBER OF POINT SOURCES/SINKS PRESENT IN THE FLOW MODEL = 2343 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE SINK & SOURCE TERM = 0.1000E+31(WHEN MIN. R.F.=1) AT K= 0, I= 0, J= 0 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE DISPERSION TERM = 40.04 (WHEN MIN. R.F.=1) AT K= 1, I= 12, J= 22 4 CALLS TO GCG PACKAGE FOR TRANSPORT TIME STEP 32 IN FLOW TIME STEP 1 STRESS PERIOD 3 10 TOTAL ITERATIONS SOLVING FOR HEAD 3 CALLS TO PCG ROUTINE FOR TIME STEP 1 IN STRESS PERIOD 3 26 TOTAL ITERATIONS FLOW MODEL IS TRANSIENT FLOW MODEL CONTAINS CONSTANT-HEAD CELLS MAXIMUM STEPSIZE DURING WHICH ANY PARTICLE CANNOT MOVE MORE THAN ONE CELL = 253.8 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE ADVECTION TERM (FOR PURE FINITE-DIFFERENCE OPTION, MIXELM=0) = 148.3 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 TOTAL NUMBER OF POINT SOURCES/SINKS PRESENT IN THE FLOW MODEL = 2343 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE SINK & SOURCE TERM = 0.1000E+31(WHEN MIN. R.F.=1) AT K= 0, I= 0, J= 0 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE DISPERSION TERM = 39.99 (WHEN MIN. R.F.=1) AT K= 1, I= 12, J= 22 4 CALLS TO GCG PACKAGE FOR TRANSPORT TIME STEP 33 IN FLOW TIME STEP 1 STRESS PERIOD 3 10 TOTAL ITERATIONS SOLVING FOR HEAD 3 CALLS TO PCG ROUTINE FOR TIME STEP 1 IN STRESS PERIOD 3 26 TOTAL ITERATIONS FLOW MODEL IS TRANSIENT FLOW MODEL CONTAINS CONSTANT-HEAD CELLS MAXIMUM STEPSIZE DURING WHICH ANY PARTICLE CANNOT MOVE MORE THAN ONE CELL = 253.4 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE ADVECTION TERM (FOR PURE FINITE-DIFFERENCE OPTION, MIXELM=0) = 148.1 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 TOTAL NUMBER OF POINT SOURCES/SINKS PRESENT IN THE FLOW MODEL = 2343 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE SINK & SOURCE TERM = 0.1000E+31(WHEN MIN. R.F.=1) AT K= 0, I= 0, J= 0 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE DISPERSION TERM = 39.93 (WHEN MIN. R.F.=1) AT K= 1, I= 12, J= 22 4 CALLS TO GCG PACKAGE FOR TRANSPORT TIME STEP 34 IN FLOW TIME STEP 1 STRESS PERIOD 3 10 TOTAL ITERATIONS SOLVING FOR HEAD 3 CALLS TO PCG ROUTINE FOR TIME STEP 1 IN STRESS PERIOD 3 26 TOTAL ITERATIONS FLOW MODEL IS TRANSIENT FLOW MODEL CONTAINS CONSTANT-HEAD CELLS MAXIMUM STEPSIZE DURING WHICH ANY PARTICLE CANNOT MOVE MORE THAN ONE CELL = 252.9 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE ADVECTION TERM (FOR PURE FINITE-DIFFERENCE OPTION, MIXELM=0) = 147.8 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 TOTAL NUMBER OF POINT SOURCES/SINKS PRESENT IN THE FLOW MODEL = 2343 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE SINK & SOURCE TERM = 0.1000E+31(WHEN MIN. R.F.=1) AT K= 0, I= 0, J= 0 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE DISPERSION TERM = 39.87 (WHEN MIN. R.F.=1) AT K= 1, I= 12, J= 22 4 CALLS TO GCG PACKAGE FOR TRANSPORT TIME STEP 35 IN FLOW TIME STEP 1 STRESS PERIOD 3 10 TOTAL ITERATIONS SOLVING FOR HEAD 3 CALLS TO PCG ROUTINE FOR TIME STEP 1 IN STRESS PERIOD 3 26 TOTAL ITERATIONS FLOW MODEL IS TRANSIENT FLOW MODEL CONTAINS CONSTANT-HEAD CELLS MAXIMUM STEPSIZE DURING WHICH ANY PARTICLE CANNOT MOVE MORE THAN ONE CELL = 252.5 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE ADVECTION TERM (FOR PURE FINITE-DIFFERENCE OPTION, MIXELM=0) = 147.6 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 TOTAL NUMBER OF POINT SOURCES/SINKS PRESENT IN THE FLOW MODEL = 2343 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE SINK & SOURCE TERM = 0.1000E+31(WHEN MIN. R.F.=1) AT K= 0, I= 0, J= 0 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE DISPERSION TERM = 39.82 (WHEN MIN. R.F.=1) AT K= 1, I= 12, J= 22 4 CALLS TO GCG PACKAGE FOR TRANSPORT TIME STEP 36 IN FLOW TIME STEP 1 STRESS PERIOD 3 10 TOTAL ITERATIONS SOLVING FOR HEAD 3 CALLS TO PCG ROUTINE FOR TIME STEP 1 IN STRESS PERIOD 3 26 TOTAL ITERATIONS FLOW MODEL IS TRANSIENT FLOW MODEL CONTAINS CONSTANT-HEAD CELLS MAXIMUM STEPSIZE DURING WHICH ANY PARTICLE CANNOT MOVE MORE THAN ONE CELL = 252.1 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE ADVECTION TERM (FOR PURE FINITE-DIFFERENCE OPTION, MIXELM=0) = 147.4 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 TOTAL NUMBER OF POINT SOURCES/SINKS PRESENT IN THE FLOW MODEL = 2343 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE SINK & SOURCE TERM = 0.1000E+31(WHEN MIN. R.F.=1) AT K= 0, I= 0, J= 0 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE DISPERSION TERM = 39.76 (WHEN MIN. R.F.=1) AT K= 1, I= 12, J= 22 4 CALLS TO GCG PACKAGE FOR TRANSPORT TIME STEP 37 IN FLOW TIME STEP 1 STRESS PERIOD 3 10 TOTAL ITERATIONS SOLVING FOR HEAD 3 CALLS TO PCG ROUTINE FOR TIME STEP 1 IN STRESS PERIOD 3 26 TOTAL ITERATIONS FLOW MODEL IS TRANSIENT FLOW MODEL CONTAINS CONSTANT-HEAD CELLS MAXIMUM STEPSIZE DURING WHICH ANY PARTICLE CANNOT MOVE MORE THAN ONE CELL = 251.7 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE ADVECTION TERM (FOR PURE FINITE-DIFFERENCE OPTION, MIXELM=0) = 147.2 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 TOTAL NUMBER OF POINT SOURCES/SINKS PRESENT IN THE FLOW MODEL = 2343 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE SINK & SOURCE TERM = 0.1000E+31(WHEN MIN. R.F.=1) AT K= 0, I= 0, J= 0 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE DISPERSION TERM = 39.71 (WHEN MIN. R.F.=1) AT K= 1, I= 12, J= 22 4 CALLS TO GCG PACKAGE FOR TRANSPORT TIME STEP 38 IN FLOW TIME STEP 1 STRESS PERIOD 3 10 TOTAL ITERATIONS SOLVING FOR HEAD 3 CALLS TO PCG ROUTINE FOR TIME STEP 1 IN STRESS PERIOD 3 26 TOTAL ITERATIONS FLOW MODEL IS TRANSIENT FLOW MODEL CONTAINS CONSTANT-HEAD CELLS MAXIMUM STEPSIZE DURING WHICH ANY PARTICLE CANNOT MOVE MORE THAN ONE CELL = 251.3 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE ADVECTION TERM (FOR PURE FINITE-DIFFERENCE OPTION, MIXELM=0) = 147.0 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 TOTAL NUMBER OF POINT SOURCES/SINKS PRESENT IN THE FLOW MODEL = 2343 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE SINK & SOURCE TERM = 0.1000E+31(WHEN MIN. R.F.=1) AT K= 0, I= 0, J= 0 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE DISPERSION TERM = 39.65 (WHEN MIN. R.F.=1) AT K= 1, I= 12, J= 22 4 CALLS TO GCG PACKAGE FOR TRANSPORT TIME STEP 39 IN FLOW TIME STEP 1 STRESS PERIOD 3 10 TOTAL ITERATIONS SOLVING FOR HEAD 3 CALLS TO PCG ROUTINE FOR TIME STEP 1 IN STRESS PERIOD 3 26 TOTAL ITERATIONS FLOW MODEL IS TRANSIENT FLOW MODEL CONTAINS CONSTANT-HEAD CELLS MAXIMUM STEPSIZE DURING WHICH ANY PARTICLE CANNOT MOVE MORE THAN ONE CELL = 250.9 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE ADVECTION TERM (FOR PURE FINITE-DIFFERENCE OPTION, MIXELM=0) = 146.8 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 TOTAL NUMBER OF POINT SOURCES/SINKS PRESENT IN THE FLOW MODEL = 2343 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE SINK & SOURCE TERM = 0.1000E+31(WHEN MIN. R.F.=1) AT K= 0, I= 0, J= 0 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE DISPERSION TERM = 39.60 (WHEN MIN. R.F.=1) AT K= 1, I= 12, J= 22 4 CALLS TO GCG PACKAGE FOR TRANSPORT TIME STEP 40 IN FLOW TIME STEP 1 STRESS PERIOD 3 10 TOTAL ITERATIONS SOLVING FOR HEAD 3 CALLS TO PCG ROUTINE FOR TIME STEP 1 IN STRESS PERIOD 3 26 TOTAL ITERATIONS FLOW MODEL IS TRANSIENT FLOW MODEL CONTAINS CONSTANT-HEAD CELLS MAXIMUM STEPSIZE DURING WHICH ANY PARTICLE CANNOT MOVE MORE THAN ONE CELL = 250.5 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE ADVECTION TERM (FOR PURE FINITE-DIFFERENCE OPTION, MIXELM=0) = 146.6 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 TOTAL NUMBER OF POINT SOURCES/SINKS PRESENT IN THE FLOW MODEL = 2343 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE SINK & SOURCE TERM = 0.1000E+31(WHEN MIN. R.F.=1) AT K= 0, I= 0, J= 0 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE DISPERSION TERM = 39.55 (WHEN MIN. R.F.=1) AT K= 1, I= 12, J= 22 4 CALLS TO GCG PACKAGE FOR TRANSPORT TIME STEP 41 IN FLOW TIME STEP 1 STRESS PERIOD 3 10 TOTAL ITERATIONS SOLVING FOR HEAD 3 CALLS TO PCG ROUTINE FOR TIME STEP 1 IN STRESS PERIOD 3 26 TOTAL ITERATIONS FLOW MODEL IS TRANSIENT FLOW MODEL CONTAINS CONSTANT-HEAD CELLS MAXIMUM STEPSIZE DURING WHICH ANY PARTICLE CANNOT MOVE MORE THAN ONE CELL = 250.1 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE ADVECTION TERM (FOR PURE FINITE-DIFFERENCE OPTION, MIXELM=0) = 146.4 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 TOTAL NUMBER OF POINT SOURCES/SINKS PRESENT IN THE FLOW MODEL = 2343 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE SINK & SOURCE TERM = 0.1000E+31(WHEN MIN. R.F.=1) AT K= 0, I= 0, J= 0 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE DISPERSION TERM = 39.50 (WHEN MIN. R.F.=1) AT K= 1, I= 12, J= 22 4 CALLS TO GCG PACKAGE FOR TRANSPORT TIME STEP 42 IN FLOW TIME STEP 1 STRESS PERIOD 3 10 TOTAL ITERATIONS SOLVING FOR HEAD 3 CALLS TO PCG ROUTINE FOR TIME STEP 1 IN STRESS PERIOD 3 26 TOTAL ITERATIONS FLOW MODEL IS TRANSIENT FLOW MODEL CONTAINS CONSTANT-HEAD CELLS MAXIMUM STEPSIZE DURING WHICH ANY PARTICLE CANNOT MOVE MORE THAN ONE CELL = 249.8 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE ADVECTION TERM (FOR PURE FINITE-DIFFERENCE OPTION, MIXELM=0) = 146.2 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 TOTAL NUMBER OF POINT SOURCES/SINKS PRESENT IN THE FLOW MODEL = 2343 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE SINK & SOURCE TERM = 0.1000E+31(WHEN MIN. R.F.=1) AT K= 0, I= 0, J= 0 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE DISPERSION TERM = 39.45 (WHEN MIN. R.F.=1) AT K= 1, I= 12, J= 22 4 CALLS TO GCG PACKAGE FOR TRANSPORT TIME STEP 43 IN FLOW TIME STEP 1 STRESS PERIOD 3 10 TOTAL ITERATIONS SOLVING FOR HEAD 3 CALLS TO PCG ROUTINE FOR TIME STEP 1 IN STRESS PERIOD 3 26 TOTAL ITERATIONS FLOW MODEL IS TRANSIENT FLOW MODEL CONTAINS CONSTANT-HEAD CELLS MAXIMUM STEPSIZE DURING WHICH ANY PARTICLE CANNOT MOVE MORE THAN ONE CELL = 249.4 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE ADVECTION TERM (FOR PURE FINITE-DIFFERENCE OPTION, MIXELM=0) = 146.0 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 TOTAL NUMBER OF POINT SOURCES/SINKS PRESENT IN THE FLOW MODEL = 2343 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE SINK & SOURCE TERM = 0.1000E+31(WHEN MIN. R.F.=1) AT K= 0, I= 0, J= 0 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE DISPERSION TERM = 39.40 (WHEN MIN. R.F.=1) AT K= 1, I= 12, J= 22 4 CALLS TO GCG PACKAGE FOR TRANSPORT TIME STEP 44 IN FLOW TIME STEP 1 STRESS PERIOD 3 10 TOTAL ITERATIONS SOLVING FOR HEAD 3 CALLS TO PCG ROUTINE FOR TIME STEP 1 IN STRESS PERIOD 3 26 TOTAL ITERATIONS FLOW MODEL IS TRANSIENT FLOW MODEL CONTAINS CONSTANT-HEAD CELLS MAXIMUM STEPSIZE DURING WHICH ANY PARTICLE CANNOT MOVE MORE THAN ONE CELL = 249.0 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE ADVECTION TERM (FOR PURE FINITE-DIFFERENCE OPTION, MIXELM=0) = 145.8 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 TOTAL NUMBER OF POINT SOURCES/SINKS PRESENT IN THE FLOW MODEL = 2343 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE SINK & SOURCE TERM = 0.1000E+31(WHEN MIN. R.F.=1) AT K= 0, I= 0, J= 0 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE DISPERSION TERM = 39.35 (WHEN MIN. R.F.=1) AT K= 1, I= 12, J= 22 4 CALLS TO GCG PACKAGE FOR TRANSPORT TIME STEP 45 IN FLOW TIME STEP 1 STRESS PERIOD 3 10 TOTAL ITERATIONS SOLVING FOR HEAD 3 CALLS TO PCG ROUTINE FOR TIME STEP 1 IN STRESS PERIOD 3 26 TOTAL ITERATIONS FLOW MODEL IS TRANSIENT FLOW MODEL CONTAINS CONSTANT-HEAD CELLS MAXIMUM STEPSIZE DURING WHICH ANY PARTICLE CANNOT MOVE MORE THAN ONE CELL = 248.6 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE ADVECTION TERM (FOR PURE FINITE-DIFFERENCE OPTION, MIXELM=0) = 145.7 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 TOTAL NUMBER OF POINT SOURCES/SINKS PRESENT IN THE FLOW MODEL = 2343 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE SINK & SOURCE TERM = 0.1000E+31(WHEN MIN. R.F.=1) AT K= 0, I= 0, J= 0 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE DISPERSION TERM = 39.30 (WHEN MIN. R.F.=1) AT K= 1, I= 12, J= 22 4 CALLS TO GCG PACKAGE FOR TRANSPORT TIME STEP 46 IN FLOW TIME STEP 1 STRESS PERIOD 3 10 TOTAL ITERATIONS SOLVING FOR HEAD 3 CALLS TO PCG ROUTINE FOR TIME STEP 1 IN STRESS PERIOD 3 26 TOTAL ITERATIONS FLOW MODEL IS TRANSIENT FLOW MODEL CONTAINS CONSTANT-HEAD CELLS MAXIMUM STEPSIZE DURING WHICH ANY PARTICLE CANNOT MOVE MORE THAN ONE CELL = 248.3 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE ADVECTION TERM (FOR PURE FINITE-DIFFERENCE OPTION, MIXELM=0) = 145.5 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 TOTAL NUMBER OF POINT SOURCES/SINKS PRESENT IN THE FLOW MODEL = 2343 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE SINK & SOURCE TERM = 0.1000E+31(WHEN MIN. R.F.=1) AT K= 0, I= 0, J= 0 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE DISPERSION TERM = 39.25 (WHEN MIN. R.F.=1) AT K= 1, I= 12, J= 22 4 CALLS TO GCG PACKAGE FOR TRANSPORT TIME STEP 47 IN FLOW TIME STEP 1 STRESS PERIOD 3 10 TOTAL ITERATIONS SOLVING FOR HEAD 3 CALLS TO PCG ROUTINE FOR TIME STEP 1 IN STRESS PERIOD 3 26 TOTAL ITERATIONS FLOW MODEL IS TRANSIENT FLOW MODEL CONTAINS CONSTANT-HEAD CELLS MAXIMUM STEPSIZE DURING WHICH ANY PARTICLE CANNOT MOVE MORE THAN ONE CELL = 247.9 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE ADVECTION TERM (FOR PURE FINITE-DIFFERENCE OPTION, MIXELM=0) = 145.3 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 TOTAL NUMBER OF POINT SOURCES/SINKS PRESENT IN THE FLOW MODEL = 2343 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE SINK & SOURCE TERM = 0.1000E+31(WHEN MIN. R.F.=1) AT K= 0, I= 0, J= 0 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE DISPERSION TERM = 39.20 (WHEN MIN. R.F.=1) AT K= 1, I= 12, J= 22 4 CALLS TO GCG PACKAGE FOR TRANSPORT TIME STEP 48 IN FLOW TIME STEP 1 STRESS PERIOD 3 10 TOTAL ITERATIONS SOLVING FOR HEAD 3 CALLS TO PCG ROUTINE FOR TIME STEP 1 IN STRESS PERIOD 3 26 TOTAL ITERATIONS FLOW MODEL IS TRANSIENT FLOW MODEL CONTAINS CONSTANT-HEAD CELLS MAXIMUM STEPSIZE DURING WHICH ANY PARTICLE CANNOT MOVE MORE THAN ONE CELL = 247.6 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE ADVECTION TERM (FOR PURE FINITE-DIFFERENCE OPTION, MIXELM=0) = 145.1 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 TOTAL NUMBER OF POINT SOURCES/SINKS PRESENT IN THE FLOW MODEL = 2343 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE SINK & SOURCE TERM = 0.1000E+31(WHEN MIN. R.F.=1) AT K= 0, I= 0, J= 0 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE DISPERSION TERM = 39.15 (WHEN MIN. R.F.=1) AT K= 1, I= 12, J= 22 3 CALLS TO GCG PACKAGE FOR TRANSPORT TIME STEP 49 IN FLOW TIME STEP 1 STRESS PERIOD 3 7 TOTAL ITERATIONS MAXIMUM CONCENTRATION CHANGES FOR EACH ITERATION: MAX. CHANGE LAYER,ROW,COL MAX. CHANGE LAYER,ROW,COL MAX. CHANGE LAYER,ROW,COL MAX. CHANGE LAYER,ROW,COL MAX. CHANGE LAYER,ROW,COL ------------------------------------------------------------------------------------------------------------------------------------ 0.9982E-01 ( 2, 39, 49) 0.2395E-03 ( 3, 44, 45) 0.4023E-06 ( 4, 43, 45) 0.5619E-03 ( 3, 44, 45) 0.1892E-05 ( 4, 44, 45) 0.000 ( 1, 1, 1) 0.000 ( 1, 1, 1) >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>FOR COMPONENT NO. 01<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<< ------------------------------------------- TRANSPORT STEP NO. 49 ------------------------------------------- TOTAL ELAPSED TIME SINCE BEGINNING OF SIMULATION = 21914.00 d ..................................................................... CUMMULATIVE MASS BUDGETS AT END OF TRANSPORT STEP 49, TIME STEP 1, STRESS PERIOD 3 ------------------------------------------------------------------------------------------ IN OUT ---------------- ---------------- CONSTANT CONCENTRATION: 0.3105479E+10 -0.1042171E+11 CONSTANT HEAD: 0.000000 0.000000 RECHARGE: 0.000000 0.000000 MASS STOR (FLOW MODEL): 0.000000 0.000000 MASS STORAGE (SOLUTE): 0.7319529E+10 -3839330. --------------------------------------------------------------------------- [TOTAL]: 0.1042501E+11 k -0.1042555E+11 k NET (IN - OUT): -540672.0 DISCREPANCY (PERCENT): -0.5186164E-02 HEAD WILL BE SAVED ON UNIT 99 AT END OF TIME STEP 1, STRESS PERIOD 3 1 MASS BUDGET FOR ENTIRE MODEL AT END OF TIME STEP 1 IN STRESS PERIOD 3 ------------------------------------------------------------------------------ CUMULATIVE MASS M RATES FOR THIS TIME STEP M/T ------------------ ------------------------ IN: IN: --- --- STORAGE = 0.0000 STORAGE = 0.0000 CONSTANT HEAD = 1589743872.0000 CONSTANT HEAD = 661619.3125 RECHARGE =275458949120.0000 RECHARGE = 12570000.0000 DCDT = 5385366016.0000 DCDT = 122002.0000 TOTAL IN =282434043904.0000 TOTAL IN = 13353621.0000 OUT: OUT: ---- ---- STORAGE = 0.0000 STORAGE = 0.0000 CONSTANT HEAD =282433847296.0000 CONSTANT HEAD = 13353645.0000 RECHARGE = 0.0000 RECHARGE = 0.0000 DCDT = 799366.2500 DCDT = 0.1909 TOTAL OUT =282434633728.0000 TOTAL OUT = 13353645.0000 IN - OUT = -589824.0000 IN - OUT = -24.0000 PERCENT DISCREPANCY = -0.00 PERCENT DISCREPANCY = -0.00 0 TIME SUMMARY AT END OF TRANSPORT STEP 49 IN TIME STEP 1 IN STRESS PERIOD 3 SECONDS MINUTES HOURS DAYS YEARS ----------------------------------------------------------- TRANS STEP LENGTH 5.63524E+06 93921. 1565.3 65.223 0.17857 TIME STEP LENGTH 6.31152E+08 1.05192E+07 1.75320E+05 7305.0 20.000 STRESS PERIOD TIME 6.31152E+08 1.05192E+07 1.75320E+05 7305.0 20.000 TOTAL TIME 1.89337E+09 3.15562E+07 5.25936E+05 21914. 59.997 1 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ STRESS PERIOD NO. 004 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ LENGTH OF CURRENT STRESS PERIOD = 7305.000 NUMBER OF TIME STEPS FOR CURRENT STRESS PERIOD = 1 TIME STEP MULTIPLIER USED IN FLOW SOLUTION = 1.000000 USER-SPECIFIED TRANSPORT STEPSIZE = 0.000000 d MAXIMUM NUMBER OF TRANSPORT STEPS ALLOWED IN ONE FLOW TIME STEP = 3000 MULTIPLIER FOR SUCCESSIVE TRANSPORT STEPS [USED IN IMPLICIT SCHEMES] = 1.000 MAXIMUM TRANSPORT STEP SIZE [USED IN IMPLICIT SCHEMES] = 0.000000 d 1 STRESS PERIOD NO. 4, LENGTH = 7305.000 ----------------------------------------------- NUMBER OF TIME STEPS = 1 MULTIPLIER FOR DELT = 1.000 INITIAL TIME STEP SIZE = 7305.000 CONCENTRATION OF RECHARGE FLUXES WILL BE READ IN STRESS PERIOD 4 RECH. CONC. COMP. 01 = 0.00000 NO. OF POINT SINKS/SOURCES OF SPECIFIED CONCONCENTRATIONS = 0 IN STRESS PERIOD 4 REUSING RECH FROM LAST STRESS PERIOD ================================================ FROM TIME = 21914. TO 29219. SOLVING FOR HEAD 3 CALLS TO PCG ROUTINE FOR TIME STEP 1 IN STRESS PERIOD 4 26 TOTAL ITERATIONS FLOW MODEL IS TRANSIENT FLOW MODEL CONTAINS CONSTANT-HEAD CELLS MAXIMUM STEPSIZE DURING WHICH ANY PARTICLE CANNOT MOVE MORE THAN ONE CELL = 247.5 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE ADVECTION TERM (FOR PURE FINITE-DIFFERENCE OPTION, MIXELM=0) = 145.2 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 TOTAL NUMBER OF POINT SOURCES/SINKS PRESENT IN THE FLOW MODEL = 2343 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE SINK & SOURCE TERM = 0.1000E+31(WHEN MIN. R.F.=1) AT K= 0, I= 0, J= 0 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE DISPERSION TERM = 39.19 (WHEN MIN. R.F.=1) AT K= 1, I= 21, J= 13 4 CALLS TO GCG PACKAGE FOR TRANSPORT TIME STEP 1 IN FLOW TIME STEP 1 STRESS PERIOD 4 10 TOTAL ITERATIONS OUTPUT CONTROL FOR STRESS PERIOD 4 TIME STEP 1 SAVE HEAD FOR ALL LAYERS SAVE BUDGET FOR ALL LAYERS SAVE BUDGET SOLVING FOR HEAD 3 CALLS TO PCG ROUTINE FOR TIME STEP 1 IN STRESS PERIOD 4 27 TOTAL ITERATIONS FLOW MODEL IS TRANSIENT FLOW MODEL CONTAINS CONSTANT-HEAD CELLS MAXIMUM STEPSIZE DURING WHICH ANY PARTICLE CANNOT MOVE MORE THAN ONE CELL = 246.8 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE ADVECTION TERM (FOR PURE FINITE-DIFFERENCE OPTION, MIXELM=0) = 144.8 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 TOTAL NUMBER OF POINT SOURCES/SINKS PRESENT IN THE FLOW MODEL = 2343 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE SINK & SOURCE TERM = 0.1000E+31(WHEN MIN. R.F.=1) AT K= 0, I= 0, J= 0 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE DISPERSION TERM = 39.07 (WHEN MIN. R.F.=1) AT K= 1, I= 12, J= 22 4 CALLS TO GCG PACKAGE FOR TRANSPORT TIME STEP 2 IN FLOW TIME STEP 1 STRESS PERIOD 4 10 TOTAL ITERATIONS SOLVING FOR HEAD 3 CALLS TO PCG ROUTINE FOR TIME STEP 1 IN STRESS PERIOD 4 26 TOTAL ITERATIONS FLOW MODEL IS TRANSIENT FLOW MODEL CONTAINS CONSTANT-HEAD CELLS MAXIMUM STEPSIZE DURING WHICH ANY PARTICLE CANNOT MOVE MORE THAN ONE CELL = 246.6 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE ADVECTION TERM (FOR PURE FINITE-DIFFERENCE OPTION, MIXELM=0) = 144.7 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 TOTAL NUMBER OF POINT SOURCES/SINKS PRESENT IN THE FLOW MODEL = 2343 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE SINK & SOURCE TERM = 0.1000E+31(WHEN MIN. R.F.=1) AT K= 0, I= 0, J= 0 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE DISPERSION TERM = 39.04 (WHEN MIN. R.F.=1) AT K= 1, I= 12, J= 22 4 CALLS TO GCG PACKAGE FOR TRANSPORT TIME STEP 3 IN FLOW TIME STEP 1 STRESS PERIOD 4 10 TOTAL ITERATIONS SOLVING FOR HEAD 3 CALLS TO PCG ROUTINE FOR TIME STEP 1 IN STRESS PERIOD 4 26 TOTAL ITERATIONS FLOW MODEL IS TRANSIENT FLOW MODEL CONTAINS CONSTANT-HEAD CELLS MAXIMUM STEPSIZE DURING WHICH ANY PARTICLE CANNOT MOVE MORE THAN ONE CELL = 246.3 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE ADVECTION TERM (FOR PURE FINITE-DIFFERENCE OPTION, MIXELM=0) = 144.5 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 TOTAL NUMBER OF POINT SOURCES/SINKS PRESENT IN THE FLOW MODEL = 2343 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE SINK & SOURCE TERM = 0.1000E+31(WHEN MIN. R.F.=1) AT K= 0, I= 0, J= 0 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE DISPERSION TERM = 38.99 (WHEN MIN. R.F.=1) AT K= 1, I= 12, J= 22 4 CALLS TO GCG PACKAGE FOR TRANSPORT TIME STEP 4 IN FLOW TIME STEP 1 STRESS PERIOD 4 10 TOTAL ITERATIONS SOLVING FOR HEAD 3 CALLS TO PCG ROUTINE FOR TIME STEP 1 IN STRESS PERIOD 4 26 TOTAL ITERATIONS FLOW MODEL IS TRANSIENT FLOW MODEL CONTAINS CONSTANT-HEAD CELLS MAXIMUM STEPSIZE DURING WHICH ANY PARTICLE CANNOT MOVE MORE THAN ONE CELL = 246.0 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE ADVECTION TERM (FOR PURE FINITE-DIFFERENCE OPTION, MIXELM=0) = 144.3 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 TOTAL NUMBER OF POINT SOURCES/SINKS PRESENT IN THE FLOW MODEL = 2343 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE SINK & SOURCE TERM = 0.1000E+31(WHEN MIN. R.F.=1) AT K= 0, I= 0, J= 0 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE DISPERSION TERM = 38.95 (WHEN MIN. R.F.=1) AT K= 1, I= 12, J= 22 4 CALLS TO GCG PACKAGE FOR TRANSPORT TIME STEP 5 IN FLOW TIME STEP 1 STRESS PERIOD 4 10 TOTAL ITERATIONS SOLVING FOR HEAD 3 CALLS TO PCG ROUTINE FOR TIME STEP 1 IN STRESS PERIOD 4 26 TOTAL ITERATIONS FLOW MODEL IS TRANSIENT FLOW MODEL CONTAINS CONSTANT-HEAD CELLS MAXIMUM STEPSIZE DURING WHICH ANY PARTICLE CANNOT MOVE MORE THAN ONE CELL = 245.7 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE ADVECTION TERM (FOR PURE FINITE-DIFFERENCE OPTION, MIXELM=0) = 144.2 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 TOTAL NUMBER OF POINT SOURCES/SINKS PRESENT IN THE FLOW MODEL = 2343 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE SINK & SOURCE TERM = 0.1000E+31(WHEN MIN. R.F.=1) AT K= 0, I= 0, J= 0 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE DISPERSION TERM = 38.90 (WHEN MIN. R.F.=1) AT K= 1, I= 12, J= 22 4 CALLS TO GCG PACKAGE FOR TRANSPORT TIME STEP 6 IN FLOW TIME STEP 1 STRESS PERIOD 4 10 TOTAL ITERATIONS SOLVING FOR HEAD 3 CALLS TO PCG ROUTINE FOR TIME STEP 1 IN STRESS PERIOD 4 26 TOTAL ITERATIONS FLOW MODEL IS TRANSIENT FLOW MODEL CONTAINS CONSTANT-HEAD CELLS MAXIMUM STEPSIZE DURING WHICH ANY PARTICLE CANNOT MOVE MORE THAN ONE CELL = 245.3 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE ADVECTION TERM (FOR PURE FINITE-DIFFERENCE OPTION, MIXELM=0) = 144.0 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 TOTAL NUMBER OF POINT SOURCES/SINKS PRESENT IN THE FLOW MODEL = 2343 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE SINK & SOURCE TERM = 0.1000E+31(WHEN MIN. R.F.=1) AT K= 0, I= 0, J= 0 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE DISPERSION TERM = 38.86 (WHEN MIN. R.F.=1) AT K= 1, I= 12, J= 22 4 CALLS TO GCG PACKAGE FOR TRANSPORT TIME STEP 7 IN FLOW TIME STEP 1 STRESS PERIOD 4 10 TOTAL ITERATIONS SOLVING FOR HEAD 3 CALLS TO PCG ROUTINE FOR TIME STEP 1 IN STRESS PERIOD 4 26 TOTAL ITERATIONS FLOW MODEL IS TRANSIENT FLOW MODEL CONTAINS CONSTANT-HEAD CELLS MAXIMUM STEPSIZE DURING WHICH ANY PARTICLE CANNOT MOVE MORE THAN ONE CELL = 245.0 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE ADVECTION TERM (FOR PURE FINITE-DIFFERENCE OPTION, MIXELM=0) = 143.8 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 TOTAL NUMBER OF POINT SOURCES/SINKS PRESENT IN THE FLOW MODEL = 2343 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE SINK & SOURCE TERM = 0.1000E+31(WHEN MIN. R.F.=1) AT K= 0, I= 0, J= 0 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE DISPERSION TERM = 38.81 (WHEN MIN. R.F.=1) AT K= 1, I= 12, J= 22 4 CALLS TO GCG PACKAGE FOR TRANSPORT TIME STEP 8 IN FLOW TIME STEP 1 STRESS PERIOD 4 10 TOTAL ITERATIONS SOLVING FOR HEAD 3 CALLS TO PCG ROUTINE FOR TIME STEP 1 IN STRESS PERIOD 4 26 TOTAL ITERATIONS FLOW MODEL IS TRANSIENT FLOW MODEL CONTAINS CONSTANT-HEAD CELLS MAXIMUM STEPSIZE DURING WHICH ANY PARTICLE CANNOT MOVE MORE THAN ONE CELL = 244.7 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE ADVECTION TERM (FOR PURE FINITE-DIFFERENCE OPTION, MIXELM=0) = 143.7 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 TOTAL NUMBER OF POINT SOURCES/SINKS PRESENT IN THE FLOW MODEL = 2343 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE SINK & SOURCE TERM = 0.1000E+31(WHEN MIN. R.F.=1) AT K= 0, I= 0, J= 0 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE DISPERSION TERM = 38.77 (WHEN MIN. R.F.=1) AT K= 1, I= 12, J= 22 4 CALLS TO GCG PACKAGE FOR TRANSPORT TIME STEP 9 IN FLOW TIME STEP 1 STRESS PERIOD 4 10 TOTAL ITERATIONS SOLVING FOR HEAD 3 CALLS TO PCG ROUTINE FOR TIME STEP 1 IN STRESS PERIOD 4 26 TOTAL ITERATIONS FLOW MODEL IS TRANSIENT FLOW MODEL CONTAINS CONSTANT-HEAD CELLS MAXIMUM STEPSIZE DURING WHICH ANY PARTICLE CANNOT MOVE MORE THAN ONE CELL = 244.4 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE ADVECTION TERM (FOR PURE FINITE-DIFFERENCE OPTION, MIXELM=0) = 143.5 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 TOTAL NUMBER OF POINT SOURCES/SINKS PRESENT IN THE FLOW MODEL = 2343 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE SINK & SOURCE TERM = 0.1000E+31(WHEN MIN. R.F.=1) AT K= 0, I= 0, J= 0 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE DISPERSION TERM = 38.73 (WHEN MIN. R.F.=1) AT K= 1, I= 12, J= 22 4 CALLS TO GCG PACKAGE FOR TRANSPORT TIME STEP 10 IN FLOW TIME STEP 1 STRESS PERIOD 4 10 TOTAL ITERATIONS SOLVING FOR HEAD 3 CALLS TO PCG ROUTINE FOR TIME STEP 1 IN STRESS PERIOD 4 26 TOTAL ITERATIONS FLOW MODEL IS TRANSIENT FLOW MODEL CONTAINS CONSTANT-HEAD CELLS MAXIMUM STEPSIZE DURING WHICH ANY PARTICLE CANNOT MOVE MORE THAN ONE CELL = 244.1 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE ADVECTION TERM (FOR PURE FINITE-DIFFERENCE OPTION, MIXELM=0) = 143.3 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 TOTAL NUMBER OF POINT SOURCES/SINKS PRESENT IN THE FLOW MODEL = 2343 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE SINK & SOURCE TERM = 0.1000E+31(WHEN MIN. R.F.=1) AT K= 0, I= 0, J= 0 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE DISPERSION TERM = 38.68 (WHEN MIN. R.F.=1) AT K= 1, I= 12, J= 22 4 CALLS TO GCG PACKAGE FOR TRANSPORT TIME STEP 11 IN FLOW TIME STEP 1 STRESS PERIOD 4 10 TOTAL ITERATIONS SOLVING FOR HEAD 3 CALLS TO PCG ROUTINE FOR TIME STEP 1 IN STRESS PERIOD 4 26 TOTAL ITERATIONS FLOW MODEL IS TRANSIENT FLOW MODEL CONTAINS CONSTANT-HEAD CELLS MAXIMUM STEPSIZE DURING WHICH ANY PARTICLE CANNOT MOVE MORE THAN ONE CELL = 243.8 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE ADVECTION TERM (FOR PURE FINITE-DIFFERENCE OPTION, MIXELM=0) = 143.2 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 TOTAL NUMBER OF POINT SOURCES/SINKS PRESENT IN THE FLOW MODEL = 2343 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE SINK & SOURCE TERM = 0.1000E+31(WHEN MIN. R.F.=1) AT K= 0, I= 0, J= 0 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE DISPERSION TERM = 38.64 (WHEN MIN. R.F.=1) AT K= 1, I= 12, J= 22 4 CALLS TO GCG PACKAGE FOR TRANSPORT TIME STEP 12 IN FLOW TIME STEP 1 STRESS PERIOD 4 10 TOTAL ITERATIONS SOLVING FOR HEAD 3 CALLS TO PCG ROUTINE FOR TIME STEP 1 IN STRESS PERIOD 4 26 TOTAL ITERATIONS FLOW MODEL IS TRANSIENT FLOW MODEL CONTAINS CONSTANT-HEAD CELLS MAXIMUM STEPSIZE DURING WHICH ANY PARTICLE CANNOT MOVE MORE THAN ONE CELL = 243.5 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE ADVECTION TERM (FOR PURE FINITE-DIFFERENCE OPTION, MIXELM=0) = 143.0 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 TOTAL NUMBER OF POINT SOURCES/SINKS PRESENT IN THE FLOW MODEL = 2343 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE SINK & SOURCE TERM = 0.1000E+31(WHEN MIN. R.F.=1) AT K= 0, I= 0, J= 0 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE DISPERSION TERM = 38.60 (WHEN MIN. R.F.=1) AT K= 1, I= 12, J= 22 4 CALLS TO GCG PACKAGE FOR TRANSPORT TIME STEP 13 IN FLOW TIME STEP 1 STRESS PERIOD 4 10 TOTAL ITERATIONS SOLVING FOR HEAD 3 CALLS TO PCG ROUTINE FOR TIME STEP 1 IN STRESS PERIOD 4 26 TOTAL ITERATIONS FLOW MODEL IS TRANSIENT FLOW MODEL CONTAINS CONSTANT-HEAD CELLS MAXIMUM STEPSIZE DURING WHICH ANY PARTICLE CANNOT MOVE MORE THAN ONE CELL = 243.2 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE ADVECTION TERM (FOR PURE FINITE-DIFFERENCE OPTION, MIXELM=0) = 142.9 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 TOTAL NUMBER OF POINT SOURCES/SINKS PRESENT IN THE FLOW MODEL = 2343 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE SINK & SOURCE TERM = 0.1000E+31(WHEN MIN. R.F.=1) AT K= 0, I= 0, J= 0 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE DISPERSION TERM = 38.56 (WHEN MIN. R.F.=1) AT K= 1, I= 12, J= 22 4 CALLS TO GCG PACKAGE FOR TRANSPORT TIME STEP 14 IN FLOW TIME STEP 1 STRESS PERIOD 4 10 TOTAL ITERATIONS SOLVING FOR HEAD 3 CALLS TO PCG ROUTINE FOR TIME STEP 1 IN STRESS PERIOD 4 26 TOTAL ITERATIONS FLOW MODEL IS TRANSIENT FLOW MODEL CONTAINS CONSTANT-HEAD CELLS MAXIMUM STEPSIZE DURING WHICH ANY PARTICLE CANNOT MOVE MORE THAN ONE CELL = 242.9 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE ADVECTION TERM (FOR PURE FINITE-DIFFERENCE OPTION, MIXELM=0) = 142.7 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 TOTAL NUMBER OF POINT SOURCES/SINKS PRESENT IN THE FLOW MODEL = 2343 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE SINK & SOURCE TERM = 0.1000E+31(WHEN MIN. R.F.=1) AT K= 0, I= 0, J= 0 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE DISPERSION TERM = 38.52 (WHEN MIN. R.F.=1) AT K= 1, I= 12, J= 22 4 CALLS TO GCG PACKAGE FOR TRANSPORT TIME STEP 15 IN FLOW TIME STEP 1 STRESS PERIOD 4 10 TOTAL ITERATIONS SOLVING FOR HEAD 3 CALLS TO PCG ROUTINE FOR TIME STEP 1 IN STRESS PERIOD 4 26 TOTAL ITERATIONS FLOW MODEL IS TRANSIENT FLOW MODEL CONTAINS CONSTANT-HEAD CELLS MAXIMUM STEPSIZE DURING WHICH ANY PARTICLE CANNOT MOVE MORE THAN ONE CELL = 242.6 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE ADVECTION TERM (FOR PURE FINITE-DIFFERENCE OPTION, MIXELM=0) = 142.6 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 TOTAL NUMBER OF POINT SOURCES/SINKS PRESENT IN THE FLOW MODEL = 2343 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE SINK & SOURCE TERM = 0.1000E+31(WHEN MIN. R.F.=1) AT K= 0, I= 0, J= 0 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE DISPERSION TERM = 38.48 (WHEN MIN. R.F.=1) AT K= 1, I= 12, J= 22 4 CALLS TO GCG PACKAGE FOR TRANSPORT TIME STEP 16 IN FLOW TIME STEP 1 STRESS PERIOD 4 10 TOTAL ITERATIONS SOLVING FOR HEAD 3 CALLS TO PCG ROUTINE FOR TIME STEP 1 IN STRESS PERIOD 4 25 TOTAL ITERATIONS FLOW MODEL IS TRANSIENT FLOW MODEL CONTAINS CONSTANT-HEAD CELLS MAXIMUM STEPSIZE DURING WHICH ANY PARTICLE CANNOT MOVE MORE THAN ONE CELL = 242.3 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE ADVECTION TERM (FOR PURE FINITE-DIFFERENCE OPTION, MIXELM=0) = 142.4 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 TOTAL NUMBER OF POINT SOURCES/SINKS PRESENT IN THE FLOW MODEL = 2343 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE SINK & SOURCE TERM = 0.1000E+31(WHEN MIN. R.F.=1) AT K= 0, I= 0, J= 0 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE DISPERSION TERM = 38.44 (WHEN MIN. R.F.=1) AT K= 1, I= 12, J= 22 4 CALLS TO GCG PACKAGE FOR TRANSPORT TIME STEP 17 IN FLOW TIME STEP 1 STRESS PERIOD 4 10 TOTAL ITERATIONS SOLVING FOR HEAD 3 CALLS TO PCG ROUTINE FOR TIME STEP 1 IN STRESS PERIOD 4 25 TOTAL ITERATIONS FLOW MODEL IS TRANSIENT FLOW MODEL CONTAINS CONSTANT-HEAD CELLS MAXIMUM STEPSIZE DURING WHICH ANY PARTICLE CANNOT MOVE MORE THAN ONE CELL = 242.0 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE ADVECTION TERM (FOR PURE FINITE-DIFFERENCE OPTION, MIXELM=0) = 142.3 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 TOTAL NUMBER OF POINT SOURCES/SINKS PRESENT IN THE FLOW MODEL = 2343 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE SINK & SOURCE TERM = 0.1000E+31(WHEN MIN. R.F.=1) AT K= 0, I= 0, J= 0 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE DISPERSION TERM = 38.40 (WHEN MIN. R.F.=1) AT K= 1, I= 12, J= 22 4 CALLS TO GCG PACKAGE FOR TRANSPORT TIME STEP 18 IN FLOW TIME STEP 1 STRESS PERIOD 4 10 TOTAL ITERATIONS SOLVING FOR HEAD 3 CALLS TO PCG ROUTINE FOR TIME STEP 1 IN STRESS PERIOD 4 25 TOTAL ITERATIONS FLOW MODEL IS TRANSIENT FLOW MODEL CONTAINS CONSTANT-HEAD CELLS MAXIMUM STEPSIZE DURING WHICH ANY PARTICLE CANNOT MOVE MORE THAN ONE CELL = 241.7 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE ADVECTION TERM (FOR PURE FINITE-DIFFERENCE OPTION, MIXELM=0) = 142.1 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 TOTAL NUMBER OF POINT SOURCES/SINKS PRESENT IN THE FLOW MODEL = 2343 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE SINK & SOURCE TERM = 0.1000E+31(WHEN MIN. R.F.=1) AT K= 0, I= 0, J= 0 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE DISPERSION TERM = 38.36 (WHEN MIN. R.F.=1) AT K= 1, I= 12, J= 22 4 CALLS TO GCG PACKAGE FOR TRANSPORT TIME STEP 19 IN FLOW TIME STEP 1 STRESS PERIOD 4 10 TOTAL ITERATIONS SOLVING FOR HEAD 3 CALLS TO PCG ROUTINE FOR TIME STEP 1 IN STRESS PERIOD 4 25 TOTAL ITERATIONS FLOW MODEL IS TRANSIENT FLOW MODEL CONTAINS CONSTANT-HEAD CELLS MAXIMUM STEPSIZE DURING WHICH ANY PARTICLE CANNOT MOVE MORE THAN ONE CELL = 241.4 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE ADVECTION TERM (FOR PURE FINITE-DIFFERENCE OPTION, MIXELM=0) = 142.0 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 TOTAL NUMBER OF POINT SOURCES/SINKS PRESENT IN THE FLOW MODEL = 2343 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE SINK & SOURCE TERM = 0.1000E+31(WHEN MIN. R.F.=1) AT K= 0, I= 0, J= 0 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE DISPERSION TERM = 38.32 (WHEN MIN. R.F.=1) AT K= 1, I= 12, J= 22 4 CALLS TO GCG PACKAGE FOR TRANSPORT TIME STEP 20 IN FLOW TIME STEP 1 STRESS PERIOD 4 10 TOTAL ITERATIONS SOLVING FOR HEAD 3 CALLS TO PCG ROUTINE FOR TIME STEP 1 IN STRESS PERIOD 4 25 TOTAL ITERATIONS FLOW MODEL IS TRANSIENT FLOW MODEL CONTAINS CONSTANT-HEAD CELLS MAXIMUM STEPSIZE DURING WHICH ANY PARTICLE CANNOT MOVE MORE THAN ONE CELL = 241.1 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE ADVECTION TERM (FOR PURE FINITE-DIFFERENCE OPTION, MIXELM=0) = 141.8 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 TOTAL NUMBER OF POINT SOURCES/SINKS PRESENT IN THE FLOW MODEL = 2343 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE SINK & SOURCE TERM = 0.1000E+31(WHEN MIN. R.F.=1) AT K= 0, I= 0, J= 0 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE DISPERSION TERM = 38.28 (WHEN MIN. R.F.=1) AT K= 1, I= 12, J= 22 4 CALLS TO GCG PACKAGE FOR TRANSPORT TIME STEP 21 IN FLOW TIME STEP 1 STRESS PERIOD 4 10 TOTAL ITERATIONS SOLVING FOR HEAD 3 CALLS TO PCG ROUTINE FOR TIME STEP 1 IN STRESS PERIOD 4 25 TOTAL ITERATIONS FLOW MODEL IS TRANSIENT FLOW MODEL CONTAINS CONSTANT-HEAD CELLS MAXIMUM STEPSIZE DURING WHICH ANY PARTICLE CANNOT MOVE MORE THAN ONE CELL = 240.8 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE ADVECTION TERM (FOR PURE FINITE-DIFFERENCE OPTION, MIXELM=0) = 141.7 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 TOTAL NUMBER OF POINT SOURCES/SINKS PRESENT IN THE FLOW MODEL = 2343 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE SINK & SOURCE TERM = 0.1000E+31(WHEN MIN. R.F.=1) AT K= 0, I= 0, J= 0 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE DISPERSION TERM = 38.25 (WHEN MIN. R.F.=1) AT K= 1, I= 12, J= 22 4 CALLS TO GCG PACKAGE FOR TRANSPORT TIME STEP 22 IN FLOW TIME STEP 1 STRESS PERIOD 4 10 TOTAL ITERATIONS SOLVING FOR HEAD 3 CALLS TO PCG ROUTINE FOR TIME STEP 1 IN STRESS PERIOD 4 25 TOTAL ITERATIONS FLOW MODEL IS TRANSIENT FLOW MODEL CONTAINS CONSTANT-HEAD CELLS MAXIMUM STEPSIZE DURING WHICH ANY PARTICLE CANNOT MOVE MORE THAN ONE CELL = 240.6 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE ADVECTION TERM (FOR PURE FINITE-DIFFERENCE OPTION, MIXELM=0) = 141.5 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 TOTAL NUMBER OF POINT SOURCES/SINKS PRESENT IN THE FLOW MODEL = 2343 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE SINK & SOURCE TERM = 0.1000E+31(WHEN MIN. R.F.=1) AT K= 0, I= 0, J= 0 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE DISPERSION TERM = 38.21 (WHEN MIN. R.F.=1) AT K= 1, I= 12, J= 22 4 CALLS TO GCG PACKAGE FOR TRANSPORT TIME STEP 23 IN FLOW TIME STEP 1 STRESS PERIOD 4 10 TOTAL ITERATIONS SOLVING FOR HEAD 3 CALLS TO PCG ROUTINE FOR TIME STEP 1 IN STRESS PERIOD 4 25 TOTAL ITERATIONS FLOW MODEL IS TRANSIENT FLOW MODEL CONTAINS CONSTANT-HEAD CELLS MAXIMUM STEPSIZE DURING WHICH ANY PARTICLE CANNOT MOVE MORE THAN ONE CELL = 240.3 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE ADVECTION TERM (FOR PURE FINITE-DIFFERENCE OPTION, MIXELM=0) = 141.4 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 TOTAL NUMBER OF POINT SOURCES/SINKS PRESENT IN THE FLOW MODEL = 2343 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE SINK & SOURCE TERM = 0.1000E+31(WHEN MIN. R.F.=1) AT K= 0, I= 0, J= 0 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE DISPERSION TERM = 38.17 (WHEN MIN. R.F.=1) AT K= 1, I= 12, J= 22 4 CALLS TO GCG PACKAGE FOR TRANSPORT TIME STEP 24 IN FLOW TIME STEP 1 STRESS PERIOD 4 10 TOTAL ITERATIONS SOLVING FOR HEAD 3 CALLS TO PCG ROUTINE FOR TIME STEP 1 IN STRESS PERIOD 4 25 TOTAL ITERATIONS FLOW MODEL IS TRANSIENT FLOW MODEL CONTAINS CONSTANT-HEAD CELLS MAXIMUM STEPSIZE DURING WHICH ANY PARTICLE CANNOT MOVE MORE THAN ONE CELL = 240.0 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE ADVECTION TERM (FOR PURE FINITE-DIFFERENCE OPTION, MIXELM=0) = 141.3 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 TOTAL NUMBER OF POINT SOURCES/SINKS PRESENT IN THE FLOW MODEL = 2343 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE SINK & SOURCE TERM = 0.1000E+31(WHEN MIN. R.F.=1) AT K= 0, I= 0, J= 0 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE DISPERSION TERM = 38.14 (WHEN MIN. R.F.=1) AT K= 1, I= 12, J= 22 4 CALLS TO GCG PACKAGE FOR TRANSPORT TIME STEP 25 IN FLOW TIME STEP 1 STRESS PERIOD 4 10 TOTAL ITERATIONS SOLVING FOR HEAD 3 CALLS TO PCG ROUTINE FOR TIME STEP 1 IN STRESS PERIOD 4 25 TOTAL ITERATIONS FLOW MODEL IS TRANSIENT FLOW MODEL CONTAINS CONSTANT-HEAD CELLS MAXIMUM STEPSIZE DURING WHICH ANY PARTICLE CANNOT MOVE MORE THAN ONE CELL = 239.7 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE ADVECTION TERM (FOR PURE FINITE-DIFFERENCE OPTION, MIXELM=0) = 141.1 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 TOTAL NUMBER OF POINT SOURCES/SINKS PRESENT IN THE FLOW MODEL = 2343 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE SINK & SOURCE TERM = 0.1000E+31(WHEN MIN. R.F.=1) AT K= 0, I= 0, J= 0 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE DISPERSION TERM = 38.10 (WHEN MIN. R.F.=1) AT K= 1, I= 12, J= 22 4 CALLS TO GCG PACKAGE FOR TRANSPORT TIME STEP 26 IN FLOW TIME STEP 1 STRESS PERIOD 4 10 TOTAL ITERATIONS SOLVING FOR HEAD 3 CALLS TO PCG ROUTINE FOR TIME STEP 1 IN STRESS PERIOD 4 25 TOTAL ITERATIONS FLOW MODEL IS TRANSIENT FLOW MODEL CONTAINS CONSTANT-HEAD CELLS MAXIMUM STEPSIZE DURING WHICH ANY PARTICLE CANNOT MOVE MORE THAN ONE CELL = 239.5 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE ADVECTION TERM (FOR PURE FINITE-DIFFERENCE OPTION, MIXELM=0) = 141.0 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 TOTAL NUMBER OF POINT SOURCES/SINKS PRESENT IN THE FLOW MODEL = 2343 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE SINK & SOURCE TERM = 0.1000E+31(WHEN MIN. R.F.=1) AT K= 0, I= 0, J= 0 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE DISPERSION TERM = 38.06 (WHEN MIN. R.F.=1) AT K= 1, I= 12, J= 22 4 CALLS TO GCG PACKAGE FOR TRANSPORT TIME STEP 27 IN FLOW TIME STEP 1 STRESS PERIOD 4 10 TOTAL ITERATIONS SOLVING FOR HEAD 3 CALLS TO PCG ROUTINE FOR TIME STEP 1 IN STRESS PERIOD 4 25 TOTAL ITERATIONS FLOW MODEL IS TRANSIENT FLOW MODEL CONTAINS CONSTANT-HEAD CELLS MAXIMUM STEPSIZE DURING WHICH ANY PARTICLE CANNOT MOVE MORE THAN ONE CELL = 239.2 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE ADVECTION TERM (FOR PURE FINITE-DIFFERENCE OPTION, MIXELM=0) = 140.9 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 TOTAL NUMBER OF POINT SOURCES/SINKS PRESENT IN THE FLOW MODEL = 2343 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE SINK & SOURCE TERM = 0.1000E+31(WHEN MIN. R.F.=1) AT K= 0, I= 0, J= 0 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE DISPERSION TERM = 38.03 (WHEN MIN. R.F.=1) AT K= 1, I= 12, J= 22 4 CALLS TO GCG PACKAGE FOR TRANSPORT TIME STEP 28 IN FLOW TIME STEP 1 STRESS PERIOD 4 10 TOTAL ITERATIONS SOLVING FOR HEAD 3 CALLS TO PCG ROUTINE FOR TIME STEP 1 IN STRESS PERIOD 4 25 TOTAL ITERATIONS FLOW MODEL IS TRANSIENT FLOW MODEL CONTAINS CONSTANT-HEAD CELLS MAXIMUM STEPSIZE DURING WHICH ANY PARTICLE CANNOT MOVE MORE THAN ONE CELL = 238.9 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE ADVECTION TERM (FOR PURE FINITE-DIFFERENCE OPTION, MIXELM=0) = 140.7 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 TOTAL NUMBER OF POINT SOURCES/SINKS PRESENT IN THE FLOW MODEL = 2343 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE SINK & SOURCE TERM = 0.1000E+31(WHEN MIN. R.F.=1) AT K= 0, I= 0, J= 0 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE DISPERSION TERM = 37.99 (WHEN MIN. R.F.=1) AT K= 1, I= 12, J= 22 4 CALLS TO GCG PACKAGE FOR TRANSPORT TIME STEP 29 IN FLOW TIME STEP 1 STRESS PERIOD 4 10 TOTAL ITERATIONS SOLVING FOR HEAD 3 CALLS TO PCG ROUTINE FOR TIME STEP 1 IN STRESS PERIOD 4 25 TOTAL ITERATIONS FLOW MODEL IS TRANSIENT FLOW MODEL CONTAINS CONSTANT-HEAD CELLS MAXIMUM STEPSIZE DURING WHICH ANY PARTICLE CANNOT MOVE MORE THAN ONE CELL = 238.7 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE ADVECTION TERM (FOR PURE FINITE-DIFFERENCE OPTION, MIXELM=0) = 140.6 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 TOTAL NUMBER OF POINT SOURCES/SINKS PRESENT IN THE FLOW MODEL = 2343 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE SINK & SOURCE TERM = 0.1000E+31(WHEN MIN. R.F.=1) AT K= 0, I= 0, J= 0 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE DISPERSION TERM = 37.96 (WHEN MIN. R.F.=1) AT K= 1, I= 12, J= 22 4 CALLS TO GCG PACKAGE FOR TRANSPORT TIME STEP 30 IN FLOW TIME STEP 1 STRESS PERIOD 4 10 TOTAL ITERATIONS SOLVING FOR HEAD 3 CALLS TO PCG ROUTINE FOR TIME STEP 1 IN STRESS PERIOD 4 25 TOTAL ITERATIONS FLOW MODEL IS TRANSIENT FLOW MODEL CONTAINS CONSTANT-HEAD CELLS MAXIMUM STEPSIZE DURING WHICH ANY PARTICLE CANNOT MOVE MORE THAN ONE CELL = 238.4 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE ADVECTION TERM (FOR PURE FINITE-DIFFERENCE OPTION, MIXELM=0) = 140.5 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 TOTAL NUMBER OF POINT SOURCES/SINKS PRESENT IN THE FLOW MODEL = 2343 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE SINK & SOURCE TERM = 0.1000E+31(WHEN MIN. R.F.=1) AT K= 0, I= 0, J= 0 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE DISPERSION TERM = 37.92 (WHEN MIN. R.F.=1) AT K= 1, I= 12, J= 22 4 CALLS TO GCG PACKAGE FOR TRANSPORT TIME STEP 31 IN FLOW TIME STEP 1 STRESS PERIOD 4 10 TOTAL ITERATIONS SOLVING FOR HEAD 3 CALLS TO PCG ROUTINE FOR TIME STEP 1 IN STRESS PERIOD 4 25 TOTAL ITERATIONS FLOW MODEL IS TRANSIENT FLOW MODEL CONTAINS CONSTANT-HEAD CELLS MAXIMUM STEPSIZE DURING WHICH ANY PARTICLE CANNOT MOVE MORE THAN ONE CELL = 238.2 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE ADVECTION TERM (FOR PURE FINITE-DIFFERENCE OPTION, MIXELM=0) = 140.3 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 TOTAL NUMBER OF POINT SOURCES/SINKS PRESENT IN THE FLOW MODEL = 2343 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE SINK & SOURCE TERM = 0.1000E+31(WHEN MIN. R.F.=1) AT K= 0, I= 0, J= 0 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE DISPERSION TERM = 37.89 (WHEN MIN. R.F.=1) AT K= 1, I= 12, J= 22 4 CALLS TO GCG PACKAGE FOR TRANSPORT TIME STEP 32 IN FLOW TIME STEP 1 STRESS PERIOD 4 10 TOTAL ITERATIONS SOLVING FOR HEAD 3 CALLS TO PCG ROUTINE FOR TIME STEP 1 IN STRESS PERIOD 4 25 TOTAL ITERATIONS FLOW MODEL IS TRANSIENT FLOW MODEL CONTAINS CONSTANT-HEAD CELLS MAXIMUM STEPSIZE DURING WHICH ANY PARTICLE CANNOT MOVE MORE THAN ONE CELL = 237.9 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE ADVECTION TERM (FOR PURE FINITE-DIFFERENCE OPTION, MIXELM=0) = 140.2 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 TOTAL NUMBER OF POINT SOURCES/SINKS PRESENT IN THE FLOW MODEL = 2343 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE SINK & SOURCE TERM = 0.1000E+31(WHEN MIN. R.F.=1) AT K= 0, I= 0, J= 0 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE DISPERSION TERM = 37.85 (WHEN MIN. R.F.=1) AT K= 1, I= 12, J= 22 4 CALLS TO GCG PACKAGE FOR TRANSPORT TIME STEP 33 IN FLOW TIME STEP 1 STRESS PERIOD 4 10 TOTAL ITERATIONS SOLVING FOR HEAD 3 CALLS TO PCG ROUTINE FOR TIME STEP 1 IN STRESS PERIOD 4 25 TOTAL ITERATIONS FLOW MODEL IS TRANSIENT FLOW MODEL CONTAINS CONSTANT-HEAD CELLS MAXIMUM STEPSIZE DURING WHICH ANY PARTICLE CANNOT MOVE MORE THAN ONE CELL = 237.7 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE ADVECTION TERM (FOR PURE FINITE-DIFFERENCE OPTION, MIXELM=0) = 140.1 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 TOTAL NUMBER OF POINT SOURCES/SINKS PRESENT IN THE FLOW MODEL = 2343 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE SINK & SOURCE TERM = 0.1000E+31(WHEN MIN. R.F.=1) AT K= 0, I= 0, J= 0 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE DISPERSION TERM = 37.82 (WHEN MIN. R.F.=1) AT K= 1, I= 12, J= 22 4 CALLS TO GCG PACKAGE FOR TRANSPORT TIME STEP 34 IN FLOW TIME STEP 1 STRESS PERIOD 4 10 TOTAL ITERATIONS SOLVING FOR HEAD 3 CALLS TO PCG ROUTINE FOR TIME STEP 1 IN STRESS PERIOD 4 25 TOTAL ITERATIONS FLOW MODEL IS TRANSIENT FLOW MODEL CONTAINS CONSTANT-HEAD CELLS MAXIMUM STEPSIZE DURING WHICH ANY PARTICLE CANNOT MOVE MORE THAN ONE CELL = 237.4 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE ADVECTION TERM (FOR PURE FINITE-DIFFERENCE OPTION, MIXELM=0) = 139.9 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 TOTAL NUMBER OF POINT SOURCES/SINKS PRESENT IN THE FLOW MODEL = 2343 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE SINK & SOURCE TERM = 0.1000E+31(WHEN MIN. R.F.=1) AT K= 0, I= 0, J= 0 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE DISPERSION TERM = 37.79 (WHEN MIN. R.F.=1) AT K= 1, I= 12, J= 22 4 CALLS TO GCG PACKAGE FOR TRANSPORT TIME STEP 35 IN FLOW TIME STEP 1 STRESS PERIOD 4 10 TOTAL ITERATIONS SOLVING FOR HEAD 3 CALLS TO PCG ROUTINE FOR TIME STEP 1 IN STRESS PERIOD 4 25 TOTAL ITERATIONS FLOW MODEL IS TRANSIENT FLOW MODEL CONTAINS CONSTANT-HEAD CELLS MAXIMUM STEPSIZE DURING WHICH ANY PARTICLE CANNOT MOVE MORE THAN ONE CELL = 237.2 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE ADVECTION TERM (FOR PURE FINITE-DIFFERENCE OPTION, MIXELM=0) = 139.8 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 TOTAL NUMBER OF POINT SOURCES/SINKS PRESENT IN THE FLOW MODEL = 2343 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE SINK & SOURCE TERM = 0.1000E+31(WHEN MIN. R.F.=1) AT K= 0, I= 0, J= 0 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE DISPERSION TERM = 37.75 (WHEN MIN. R.F.=1) AT K= 1, I= 12, J= 22 4 CALLS TO GCG PACKAGE FOR TRANSPORT TIME STEP 36 IN FLOW TIME STEP 1 STRESS PERIOD 4 10 TOTAL ITERATIONS SOLVING FOR HEAD 3 CALLS TO PCG ROUTINE FOR TIME STEP 1 IN STRESS PERIOD 4 25 TOTAL ITERATIONS FLOW MODEL IS TRANSIENT FLOW MODEL CONTAINS CONSTANT-HEAD CELLS MAXIMUM STEPSIZE DURING WHICH ANY PARTICLE CANNOT MOVE MORE THAN ONE CELL = 236.9 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE ADVECTION TERM (FOR PURE FINITE-DIFFERENCE OPTION, MIXELM=0) = 139.7 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 TOTAL NUMBER OF POINT SOURCES/SINKS PRESENT IN THE FLOW MODEL = 2343 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE SINK & SOURCE TERM = 0.1000E+31(WHEN MIN. R.F.=1) AT K= 0, I= 0, J= 0 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE DISPERSION TERM = 37.72 (WHEN MIN. R.F.=1) AT K= 1, I= 12, J= 22 4 CALLS TO GCG PACKAGE FOR TRANSPORT TIME STEP 37 IN FLOW TIME STEP 1 STRESS PERIOD 4 10 TOTAL ITERATIONS SOLVING FOR HEAD 3 CALLS TO PCG ROUTINE FOR TIME STEP 1 IN STRESS PERIOD 4 25 TOTAL ITERATIONS FLOW MODEL IS TRANSIENT FLOW MODEL CONTAINS CONSTANT-HEAD CELLS MAXIMUM STEPSIZE DURING WHICH ANY PARTICLE CANNOT MOVE MORE THAN ONE CELL = 236.7 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE ADVECTION TERM (FOR PURE FINITE-DIFFERENCE OPTION, MIXELM=0) = 139.6 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 TOTAL NUMBER OF POINT SOURCES/SINKS PRESENT IN THE FLOW MODEL = 2343 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE SINK & SOURCE TERM = 0.1000E+31(WHEN MIN. R.F.=1) AT K= 0, I= 0, J= 0 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE DISPERSION TERM = 37.69 (WHEN MIN. R.F.=1) AT K= 1, I= 12, J= 22 4 CALLS TO GCG PACKAGE FOR TRANSPORT TIME STEP 38 IN FLOW TIME STEP 1 STRESS PERIOD 4 10 TOTAL ITERATIONS SOLVING FOR HEAD 3 CALLS TO PCG ROUTINE FOR TIME STEP 1 IN STRESS PERIOD 4 25 TOTAL ITERATIONS FLOW MODEL IS TRANSIENT FLOW MODEL CONTAINS CONSTANT-HEAD CELLS MAXIMUM STEPSIZE DURING WHICH ANY PARTICLE CANNOT MOVE MORE THAN ONE CELL = 236.5 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE ADVECTION TERM (FOR PURE FINITE-DIFFERENCE OPTION, MIXELM=0) = 139.5 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 TOTAL NUMBER OF POINT SOURCES/SINKS PRESENT IN THE FLOW MODEL = 2343 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE SINK & SOURCE TERM = 0.1000E+31(WHEN MIN. R.F.=1) AT K= 0, I= 0, J= 0 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE DISPERSION TERM = 37.66 (WHEN MIN. R.F.=1) AT K= 1, I= 12, J= 22 4 CALLS TO GCG PACKAGE FOR TRANSPORT TIME STEP 39 IN FLOW TIME STEP 1 STRESS PERIOD 4 10 TOTAL ITERATIONS SOLVING FOR HEAD 3 CALLS TO PCG ROUTINE FOR TIME STEP 1 IN STRESS PERIOD 4 25 TOTAL ITERATIONS FLOW MODEL IS TRANSIENT FLOW MODEL CONTAINS CONSTANT-HEAD CELLS MAXIMUM STEPSIZE DURING WHICH ANY PARTICLE CANNOT MOVE MORE THAN ONE CELL = 236.2 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE ADVECTION TERM (FOR PURE FINITE-DIFFERENCE OPTION, MIXELM=0) = 139.3 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 TOTAL NUMBER OF POINT SOURCES/SINKS PRESENT IN THE FLOW MODEL = 2343 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE SINK & SOURCE TERM = 0.1000E+31(WHEN MIN. R.F.=1) AT K= 0, I= 0, J= 0 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE DISPERSION TERM = 37.63 (WHEN MIN. R.F.=1) AT K= 1, I= 12, J= 22 4 CALLS TO GCG PACKAGE FOR TRANSPORT TIME STEP 40 IN FLOW TIME STEP 1 STRESS PERIOD 4 10 TOTAL ITERATIONS SOLVING FOR HEAD 3 CALLS TO PCG ROUTINE FOR TIME STEP 1 IN STRESS PERIOD 4 25 TOTAL ITERATIONS FLOW MODEL IS TRANSIENT FLOW MODEL CONTAINS CONSTANT-HEAD CELLS MAXIMUM STEPSIZE DURING WHICH ANY PARTICLE CANNOT MOVE MORE THAN ONE CELL = 236.0 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE ADVECTION TERM (FOR PURE FINITE-DIFFERENCE OPTION, MIXELM=0) = 139.2 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 TOTAL NUMBER OF POINT SOURCES/SINKS PRESENT IN THE FLOW MODEL = 2343 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE SINK & SOURCE TERM = 0.1000E+31(WHEN MIN. R.F.=1) AT K= 0, I= 0, J= 0 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE DISPERSION TERM = 37.59 (WHEN MIN. R.F.=1) AT K= 1, I= 12, J= 22 4 CALLS TO GCG PACKAGE FOR TRANSPORT TIME STEP 41 IN FLOW TIME STEP 1 STRESS PERIOD 4 10 TOTAL ITERATIONS SOLVING FOR HEAD 3 CALLS TO PCG ROUTINE FOR TIME STEP 1 IN STRESS PERIOD 4 25 TOTAL ITERATIONS FLOW MODEL IS TRANSIENT FLOW MODEL CONTAINS CONSTANT-HEAD CELLS MAXIMUM STEPSIZE DURING WHICH ANY PARTICLE CANNOT MOVE MORE THAN ONE CELL = 235.8 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE ADVECTION TERM (FOR PURE FINITE-DIFFERENCE OPTION, MIXELM=0) = 139.1 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 TOTAL NUMBER OF POINT SOURCES/SINKS PRESENT IN THE FLOW MODEL = 2343 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE SINK & SOURCE TERM = 0.1000E+31(WHEN MIN. R.F.=1) AT K= 0, I= 0, J= 0 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE DISPERSION TERM = 37.56 (WHEN MIN. R.F.=1) AT K= 1, I= 12, J= 22 4 CALLS TO GCG PACKAGE FOR TRANSPORT TIME STEP 42 IN FLOW TIME STEP 1 STRESS PERIOD 4 10 TOTAL ITERATIONS SOLVING FOR HEAD 3 CALLS TO PCG ROUTINE FOR TIME STEP 1 IN STRESS PERIOD 4 25 TOTAL ITERATIONS FLOW MODEL IS TRANSIENT FLOW MODEL CONTAINS CONSTANT-HEAD CELLS MAXIMUM STEPSIZE DURING WHICH ANY PARTICLE CANNOT MOVE MORE THAN ONE CELL = 235.5 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE ADVECTION TERM (FOR PURE FINITE-DIFFERENCE OPTION, MIXELM=0) = 139.0 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 TOTAL NUMBER OF POINT SOURCES/SINKS PRESENT IN THE FLOW MODEL = 2343 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE SINK & SOURCE TERM = 0.1000E+31(WHEN MIN. R.F.=1) AT K= 0, I= 0, J= 0 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE DISPERSION TERM = 37.53 (WHEN MIN. R.F.=1) AT K= 1, I= 12, J= 22 4 CALLS TO GCG PACKAGE FOR TRANSPORT TIME STEP 43 IN FLOW TIME STEP 1 STRESS PERIOD 4 10 TOTAL ITERATIONS SOLVING FOR HEAD 3 CALLS TO PCG ROUTINE FOR TIME STEP 1 IN STRESS PERIOD 4 25 TOTAL ITERATIONS FLOW MODEL IS TRANSIENT FLOW MODEL CONTAINS CONSTANT-HEAD CELLS MAXIMUM STEPSIZE DURING WHICH ANY PARTICLE CANNOT MOVE MORE THAN ONE CELL = 235.3 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE ADVECTION TERM (FOR PURE FINITE-DIFFERENCE OPTION, MIXELM=0) = 138.9 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 TOTAL NUMBER OF POINT SOURCES/SINKS PRESENT IN THE FLOW MODEL = 2343 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE SINK & SOURCE TERM = 0.1000E+31(WHEN MIN. R.F.=1) AT K= 0, I= 0, J= 0 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE DISPERSION TERM = 37.50 (WHEN MIN. R.F.=1) AT K= 1, I= 12, J= 22 4 CALLS TO GCG PACKAGE FOR TRANSPORT TIME STEP 44 IN FLOW TIME STEP 1 STRESS PERIOD 4 10 TOTAL ITERATIONS SOLVING FOR HEAD 3 CALLS TO PCG ROUTINE FOR TIME STEP 1 IN STRESS PERIOD 4 25 TOTAL ITERATIONS FLOW MODEL IS TRANSIENT FLOW MODEL CONTAINS CONSTANT-HEAD CELLS MAXIMUM STEPSIZE DURING WHICH ANY PARTICLE CANNOT MOVE MORE THAN ONE CELL = 235.1 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE ADVECTION TERM (FOR PURE FINITE-DIFFERENCE OPTION, MIXELM=0) = 138.7 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 TOTAL NUMBER OF POINT SOURCES/SINKS PRESENT IN THE FLOW MODEL = 2343 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE SINK & SOURCE TERM = 0.1000E+31(WHEN MIN. R.F.=1) AT K= 0, I= 0, J= 0 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE DISPERSION TERM = 37.47 (WHEN MIN. R.F.=1) AT K= 1, I= 12, J= 22 4 CALLS TO GCG PACKAGE FOR TRANSPORT TIME STEP 45 IN FLOW TIME STEP 1 STRESS PERIOD 4 10 TOTAL ITERATIONS SOLVING FOR HEAD 3 CALLS TO PCG ROUTINE FOR TIME STEP 1 IN STRESS PERIOD 4 25 TOTAL ITERATIONS FLOW MODEL IS TRANSIENT FLOW MODEL CONTAINS CONSTANT-HEAD CELLS MAXIMUM STEPSIZE DURING WHICH ANY PARTICLE CANNOT MOVE MORE THAN ONE CELL = 234.9 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE ADVECTION TERM (FOR PURE FINITE-DIFFERENCE OPTION, MIXELM=0) = 138.6 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 TOTAL NUMBER OF POINT SOURCES/SINKS PRESENT IN THE FLOW MODEL = 2343 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE SINK & SOURCE TERM = 0.1000E+31(WHEN MIN. R.F.=1) AT K= 0, I= 0, J= 0 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE DISPERSION TERM = 37.44 (WHEN MIN. R.F.=1) AT K= 1, I= 12, J= 22 4 CALLS TO GCG PACKAGE FOR TRANSPORT TIME STEP 46 IN FLOW TIME STEP 1 STRESS PERIOD 4 10 TOTAL ITERATIONS SOLVING FOR HEAD 3 CALLS TO PCG ROUTINE FOR TIME STEP 1 IN STRESS PERIOD 4 25 TOTAL ITERATIONS FLOW MODEL IS TRANSIENT FLOW MODEL CONTAINS CONSTANT-HEAD CELLS MAXIMUM STEPSIZE DURING WHICH ANY PARTICLE CANNOT MOVE MORE THAN ONE CELL = 234.6 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE ADVECTION TERM (FOR PURE FINITE-DIFFERENCE OPTION, MIXELM=0) = 138.5 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 TOTAL NUMBER OF POINT SOURCES/SINKS PRESENT IN THE FLOW MODEL = 2343 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE SINK & SOURCE TERM = 0.1000E+31(WHEN MIN. R.F.=1) AT K= 0, I= 0, J= 0 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE DISPERSION TERM = 37.41 (WHEN MIN. R.F.=1) AT K= 1, I= 12, J= 22 4 CALLS TO GCG PACKAGE FOR TRANSPORT TIME STEP 47 IN FLOW TIME STEP 1 STRESS PERIOD 4 10 TOTAL ITERATIONS SOLVING FOR HEAD 3 CALLS TO PCG ROUTINE FOR TIME STEP 1 IN STRESS PERIOD 4 25 TOTAL ITERATIONS FLOW MODEL IS TRANSIENT FLOW MODEL CONTAINS CONSTANT-HEAD CELLS MAXIMUM STEPSIZE DURING WHICH ANY PARTICLE CANNOT MOVE MORE THAN ONE CELL = 234.4 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE ADVECTION TERM (FOR PURE FINITE-DIFFERENCE OPTION, MIXELM=0) = 138.4 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 TOTAL NUMBER OF POINT SOURCES/SINKS PRESENT IN THE FLOW MODEL = 2343 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE SINK & SOURCE TERM = 0.1000E+31(WHEN MIN. R.F.=1) AT K= 0, I= 0, J= 0 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE DISPERSION TERM = 37.38 (WHEN MIN. R.F.=1) AT K= 1, I= 12, J= 22 4 CALLS TO GCG PACKAGE FOR TRANSPORT TIME STEP 48 IN FLOW TIME STEP 1 STRESS PERIOD 4 10 TOTAL ITERATIONS SOLVING FOR HEAD 3 CALLS TO PCG ROUTINE FOR TIME STEP 1 IN STRESS PERIOD 4 25 TOTAL ITERATIONS FLOW MODEL IS TRANSIENT FLOW MODEL CONTAINS CONSTANT-HEAD CELLS MAXIMUM STEPSIZE DURING WHICH ANY PARTICLE CANNOT MOVE MORE THAN ONE CELL = 234.2 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE ADVECTION TERM (FOR PURE FINITE-DIFFERENCE OPTION, MIXELM=0) = 138.3 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 TOTAL NUMBER OF POINT SOURCES/SINKS PRESENT IN THE FLOW MODEL = 2343 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE SINK & SOURCE TERM = 0.1000E+31(WHEN MIN. R.F.=1) AT K= 0, I= 0, J= 0 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE DISPERSION TERM = 37.35 (WHEN MIN. R.F.=1) AT K= 1, I= 12, J= 22 4 CALLS TO GCG PACKAGE FOR TRANSPORT TIME STEP 49 IN FLOW TIME STEP 1 STRESS PERIOD 4 10 TOTAL ITERATIONS SOLVING FOR HEAD 3 CALLS TO PCG ROUTINE FOR TIME STEP 1 IN STRESS PERIOD 4 25 TOTAL ITERATIONS FLOW MODEL IS TRANSIENT FLOW MODEL CONTAINS CONSTANT-HEAD CELLS MAXIMUM STEPSIZE DURING WHICH ANY PARTICLE CANNOT MOVE MORE THAN ONE CELL = 234.0 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE ADVECTION TERM (FOR PURE FINITE-DIFFERENCE OPTION, MIXELM=0) = 138.2 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 TOTAL NUMBER OF POINT SOURCES/SINKS PRESENT IN THE FLOW MODEL = 2343 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE SINK & SOURCE TERM = 0.1000E+31(WHEN MIN. R.F.=1) AT K= 0, I= 0, J= 0 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE DISPERSION TERM = 37.32 (WHEN MIN. R.F.=1) AT K= 1, I= 12, J= 22 4 CALLS TO GCG PACKAGE FOR TRANSPORT TIME STEP 50 IN FLOW TIME STEP 1 STRESS PERIOD 4 10 TOTAL ITERATIONS SOLVING FOR HEAD 3 CALLS TO PCG ROUTINE FOR TIME STEP 1 IN STRESS PERIOD 4 25 TOTAL ITERATIONS FLOW MODEL IS TRANSIENT FLOW MODEL CONTAINS CONSTANT-HEAD CELLS MAXIMUM STEPSIZE DURING WHICH ANY PARTICLE CANNOT MOVE MORE THAN ONE CELL = 233.8 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE ADVECTION TERM (FOR PURE FINITE-DIFFERENCE OPTION, MIXELM=0) = 138.1 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 TOTAL NUMBER OF POINT SOURCES/SINKS PRESENT IN THE FLOW MODEL = 2343 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE SINK & SOURCE TERM = 0.1000E+31(WHEN MIN. R.F.=1) AT K= 0, I= 0, J= 0 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE DISPERSION TERM = 37.29 (WHEN MIN. R.F.=1) AT K= 1, I= 12, J= 22 4 CALLS TO GCG PACKAGE FOR TRANSPORT TIME STEP 51 IN FLOW TIME STEP 1 STRESS PERIOD 4 10 TOTAL ITERATIONS SOLVING FOR HEAD 3 CALLS TO PCG ROUTINE FOR TIME STEP 1 IN STRESS PERIOD 4 25 TOTAL ITERATIONS FLOW MODEL IS TRANSIENT FLOW MODEL CONTAINS CONSTANT-HEAD CELLS MAXIMUM STEPSIZE DURING WHICH ANY PARTICLE CANNOT MOVE MORE THAN ONE CELL = 233.6 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE ADVECTION TERM (FOR PURE FINITE-DIFFERENCE OPTION, MIXELM=0) = 138.0 (WHEN MIN. R.F.=1) AT K= 2, I= 12, J= 40 TOTAL NUMBER OF POINT SOURCES/SINKS PRESENT IN THE FLOW MODEL = 2343 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE SINK & SOURCE TERM = 0.1000E+31(WHEN MIN. R.F.=1) AT K= 0, I= 0, J= 0 MAXIMUM STEPSIZE WHICH MEETS STABILITY CRITERION OF THE DISPERSION TERM = 37.26 (WHEN MIN. R.F.=1) AT K= 1, I= 12, J= 22 4 CALLS TO GCG PACKAGE FOR TRANSPORT TIME STEP 52 IN FLOW TIME STEP 1 STRESS PERIOD 4 10 TOTAL ITERATIONS MAXIMUM CONCENTRATION CHANGES FOR EACH ITERATION: MAX. CHANGE LAYER,ROW,COL MAX. CHANGE LAYER,ROW,COL MAX. CHANGE LAYER,ROW,COL MAX. CHANGE LAYER,ROW,COL MAX. CHANGE LAYER,ROW,COL ------------------------------------------------------------------------------------------------------------------------------------ 0.1534 ( 2, 39, 49) 0.5513E-03 ( 3, 44, 45) 0.1654E-05 ( 4, 43, 45) 0.3725E-08 ( 2, 11, 31) 0.1058E-02 ( 3, 44, 45) 0.6482E-05 ( 4, 44, 45) 0.2235E-07 ( 3, 43, 45) 0.3338E-04 ( 3, 45, 45) 0.1937E-06 ( 3, 44, 45) 0.000 ( 1, 1, 1) >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>FOR COMPONENT NO. 01<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<< ------------------------------------------- TRANSPORT STEP NO. 52 ------------------------------------------- TOTAL ELAPSED TIME SINCE BEGINNING OF SIMULATION = 29219.00 d ..................................................................... CUMMULATIVE MASS BUDGETS AT END OF TRANSPORT STEP 52, TIME STEP 1, STRESS PERIOD 4 ------------------------------------------------------------------------------------------ IN OUT ---------------- ---------------- CONSTANT CONCENTRATION: 0.4869241E+10 -0.1327282E+11 CONSTANT HEAD: 0.000000 0.000000 RECHARGE: 0.000000 0.000000 MASS STOR (FLOW MODEL): 0.000000 0.000000 MASS STORAGE (SOLUTE): 0.8407564E+10 -4682220. --------------------------------------------------------------------------- [TOTAL]: 0.1327681E+11 k -0.1327750E+11 k NET (IN - OUT): -698368.0 DISCREPANCY (PERCENT): -0.5259922E-02 HEAD WILL BE SAVED ON UNIT 99 AT END OF TIME STEP 1, STRESS PERIOD 4 1 MASS BUDGET FOR ENTIRE MODEL AT END OF TIME STEP 1 IN STRESS PERIOD 4 ------------------------------------------------------------------------------ CUMULATIVE MASS M RATES FOR THIS TIME STEP M/T ------------------ ------------------------ IN: IN: --- --- STORAGE = 0.0000 STORAGE = 0.0000 CONSTANT HEAD = 9664818176.0000 CONSTANT HEAD = 1509570.1250 RECHARGE =367282683904.0000 RECHARGE = 12570000.0000 DCDT = 6167086080.0000 DCDT = 93416.5156 TOTAL IN =383114608640.0000 TOTAL IN = 14172987.0000 OUT: OUT: ---- ---- STORAGE = 0.0000 STORAGE = 0.0000 CONSTANT HEAD =383114084352.0000 CONSTANT HEAD = 14173018.0000 RECHARGE = 0.0000 RECHARGE = 0.0000 DCDT = 1344045.3750 DCDT = 0.4947 TOTAL OUT =383115427840.0000 TOTAL OUT = 14173018.0000 IN - OUT = -819200.0000 IN - OUT = -31.0000 PERCENT DISCREPANCY = -0.00 PERCENT DISCREPANCY = -0.00 0 TIME SUMMARY AT END OF TRANSPORT STEP 52 IN TIME STEP 1 IN STRESS PERIOD 4 SECONDS MINUTES HOURS DAYS YEARS ----------------------------------------------------------- TRANS STEP LENGTH 8.04448E+06 1.34075E+05 2234.6 93.107 0.25491 TIME STEP LENGTH 6.31152E+08 1.05192E+07 1.75320E+05 7305.0 20.000 STRESS PERIOD TIME 6.31152E+08 1.05192E+07 1.75320E+05 7305.0 20.000 TOTAL TIME 2.52452E+09 4.20754E+07 7.01256E+05 29219. 79.997 1