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<br />100267 San Lula Pmjact
<br />HYDROLOGIC ANALYSIS
<br />5/17/99 - KCC I
<br />P' \100267\Channel\hasins.xls
<br />
<br />BASIN CHA RACTERISTI CS indintes value to be enlerad in HEC7
<br />
<br />
<br />
<br />Baaln ID
<br />
<br />Ana
<br />(R')
<br />
<br />Araa
<br />(mllas')
<br />Hlghast
<br />Elav.
<br />(R)
<br />Lowaat
<br />Elev.
<br />IRI Planar
<br />Hydnulle
<br />Langlh
<br />IRI
<br />
<br />Slops Comcted
<br />Hydraulle
<br />Length
<br />(RI
<br />
<br />CN
<br />Lag Tlms
<br />
<br />(nrl
<br />Bann 1 3,899,895 0.1399 9,270 8.653 3.622 0.770) 3,67a 74 0.2605
<br />Basing 697,937 0.0248 9,710 8,680 1,730 0.2486 1,783 74 0.1209
<br />Basin 3 876.020 0.0242 1,557 1,629 79 0.2375
<br />segment 1 9,010 8.875 1,072 0.7890 1,050 74 0.0900
<br />x ment2 8.875 8,810 60 0.1250 60 B7 0.0054
<br />segment) 8,870 8,780 42 0.7143 52 B7 0.0028
<br />segment4 8,780 8,775 15 0.737] 76 87 0.0076
<br />segment 5 8.775 8.751 20 7.2000 37 87 0.0014
<br />se ment6 8,751 8,750 176 0.0057 776 87 0.0828
<br />segment? 8,750 8,653 132 0.7348 164 717 0.0069
<br />se ment8 8,653 8,652 100 0.0100 700 87 0.0797
<br />Basin 4 360.209 0.0129 423 445 78 O.OSJ6
<br />se ment 7 8,777 8,665 279 0.3871 299 74 0.0272
<br />segment 2 8,fi65 8,663 JS 0.0571 JS 87 0.0072
<br />segment3 8.663 B,fi57 55 02182 56 87 0.0054
<br />segment4 8.651 8,650 54 0.0185 54 87 0.0178
<br />Basin 5 7,431,204 0.1231 9.730 9,080 3,507 01853 3.567 74 0.2439
<br />Basin 6 3,952,251 0.1178 10,020 9,070 4.507 0.2108 6,606 74 0.2806
<br />Basin? 1,001.884 00359 9,400 8.990 1.473 0.2783 1,529 74 O.tOtt
<br />Basin B 575.078 0 0206 9,090 8.990 274 0.7650 292 74 0.0235
<br />Basin 9 201,047 0.0072 9.090 8,900 458 0.4148 196 74 0.0736
<br />Basin 10 764,788 0.0059 8.952 8,890 209 0.2967 218 74 0.0206
<br />Basin t1 Sfi,963 0.0020 8,950 8,840 758 0.7073 375 76 0.0312
<br />Basin 12 66,596 0.0024 8,912 8.823 279 0.3190 293 74 0.0252
<br />Basin 17 1,778.429 0.0694 9,]10 8.770 3.094 0.77142 3,146 74 0.2217
<br />Basin 14 189.719 0.0068 786 842 82 0.0702
<br />segment 1 8.950 8,900 111 0.4505 722 74 0.0705
<br />segment 2 8,900 8,895 50 0.1000 50 87 0.0072
<br />segment 7 B,B95 8,770 191 0.6443 237 76 0.0146
<br />segment4 8,770 8,750 90 0.2222 92 B7 . 0.0079
<br />xgment5 8,750 8,725 72 0.3472 76 97 0.0054
<br />segment6 8,725 8.690 269 01701 271 87 0.0245
<br />Basin 15 787,780 0.0065 726 781 75 0.0657
<br />segment 1 8.912 8,750 566 0.2862 SB9 74 O.O4fi5
<br />segment 2 8,750 8,745 75 0.0667 75 B7 0.0122
<br />segment 7 8.745 B,fi65 85 0 9412 117 74 0.0070
<br />Basin 76 127,7471 0.0046 632 648 87 0.0770
<br />segment 1 8,750 8,695 413 0 1332 477 87 O.OJ47
<br />segment 2 8,695 8,690 40 0.1250 40 e7 0.0054
<br />segment3 B,fi90 8,652 65 0.5846 75 87 0.0061
<br />segment 4 8.652 8,650 174 0.0175 114 B7 0.0377
<br />Basin 17 368,167 0.0132 682 707 87 O.OB46
<br />segment 1 8,750 8,720 98 0.3061 702 B7 0.0077
<br />segment 2 8.720 8,675 159 0.2830 765 87 0.0112
<br />segment J 8,675 B,fi70 70 0.0714 70 B7 0.0112
<br />segment 4 8,670 8,665 10 0 5000 11 B7 0.0010
<br />segments fi,fi65 8,fi60 70 01667 30 87 0.00317
<br />segment 6
<br />segment 7
<br />segment 8 8,660
<br />B,fiJS
<br />8,630 8,675
<br />8.630
<br />8,615 72
<br />149
<br />30 0.7873
<br />0 0378
<br />0.5000 41
<br />149
<br />14 B7
<br />87
<br />87 0.0022
<br />0.0299
<br />0.0023
<br />segment 9
<br />Basin 18
<br />segment 1
<br />7,022.408
<br />0.0367 8,615
<br />
<br />9,100 8,608
<br />
<br />8,915 104
<br />1,970
<br />727 O.Ofi73
<br />
<br />0.2732 104
<br />2.059
<br />743 87
<br />B1
<br />74 0.0158
<br />0.2137
<br />0.0649
<br />segment2
<br />segment3
<br />segment 4 8.945
<br />8,9x0
<br />8,875 8,940
<br />71,875
<br />B,B50 65
<br />189
<br />734 0.0769
<br />0.3479
<br />0.1866 65
<br />200
<br />73fi B7
<br />74
<br />87 0.0702
<br />0.0179
<br />0 0118
<br />segments 8,850 8,755 187 O.SOBO 210 87 0.0101
<br />segment6 8,755 8,750 299 0.0187 299 87 0.0738
<br />segment 7
<br />segment a
<br />segment 9 8,750
<br />8,690
<br />8.665 B,fi90
<br />8 665
<br />8,606 60
<br />70
<br />239 1.0000
<br />0.7571
<br />0 2469 BS
<br />70
<br />24fi 87
<br />B7
<br />87 0.0035
<br />0.0052
<br />0.0166
<br />basins.sls, Sheet2
<br />1M2
<br />5120/99
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