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e100y25m.out
From the archive Output.zip, inside RAL17/0511 - Information Request Response. File date in the archive: 2018-02-12 11:20.
99.6206
L8 3.4146 3567.7555 0.1606 215.5916 ## N8 97.8000 99.6237
L9 3.3582 3568.3751 0.5643 54.8526 ## N9 97.3700 99.6245
L10 3.3582 3570.7097 0.5505 28.1985 ## N10 97.0000 98.9191
L11 3.3873 3561.8654 0.3438 164.7582 ## N11 96.7000 97.6565
L12 3.4228 3541.0101 0.2276 252.5034 ## N12 96.1000 97.6598
L13 4.6669 4865.1120 0.2565 323.3475 ## N13 95.5000 97.6609
L14 4.6571 4855.6766 0.8857 49.3511 ## N14 94.9500 97.6620
L15 4.6548 4864.6590 0.6866 89.5020 ## N15 94.4600 95.0091
L24 4.6246 4866.0874 0.8540 108.0392 ## N24 94.0300 94.7742
L25 6.0393 6380.5728 0.8159 120.3489 ## N25 93.5900 94.3001
L26 5.7331 6312.7330 1.1975 67.1543 ## N26 92.8500 93.9678
L27 5.7279 6326.5757 1.0298 88.3408 ## N27 92.7400 93.3983
L28 1.3796 1964.3679 0.7136 18.7261 ## N28 120.5000 120.8831
L29 2.6807 3676.5587 1.0899 24.0674 ## N29 113.5000 113.9959
L30 3.3940 6256.2875 0.7079 78.9294 ## N30 105.5000 105.9972
L31 4.6071 8849.2084 0.5739 382.0821 ## N31 97.5000 98.3407
L32 4.6968 9542.2035 1.0000 96.0709 ## N32 94.8000 95.9774
L33 0.5935 543.0220 0.4076 7.6738 ## N33 97.5100 97.9146
L34 4.9130 10127.4552 0.4028 213.5740 ## N34 94.0700 95.0446
L35 4.9102 10157.7453 0.8111 87.7453 ## N35 93.9700 94.9499
L36 5.0895 10658.8796 1.4657 131.5076 ## N36 92.9800 93.7053
W2637 0.2870 87.1695 0.3481 7.3321 ## N37 92.3100 93.4004
L37 5.2077 10795.9543 0.6553 239.2443 ## N38 92.0000 93.3865
L38 10.5223 17173.2357 0.9397 159.0375 ## N39 91.9800 93.3244
L39 -10.4741 -17201.6441 -0.8819 116.7809 ## N41 91.8800 93.2046
L41 10.4072 17333.4247 0.7418 764.7588 ## N42 91.4800 92.7952
4243 10.8960 18465.7681 0.7585 851.1334 ## N43 90.6500 91.8457
4344 10.9678 18669.0770 0.9031 633.0196 ## N44 90.0000 91.2232
6869 11.7164 28809.5106 0.5344 439.4478 ## N45 89.7000 91.1856
4445 10.4438 19138.1228 0.7096 620.4220 ## N69 87.6800 89.5308
4546 10.0117 19567.2877 1.0820 383.9724 ## N46 89.3400 91.1457
4647 9.5022 19598.7203 1.1309 294.8177 ## N47 89.3200 91.1234
4754 9.4786 19935.9256 0.7563 791.6009 ## N48 90.5800 91.1189
4849 1.9790 2230.2098 0.9401 49.0008 ## N49 90.4100 91.1168
4950 1.9729 2229.3671 0.7185 33.8283 ## N50 90.3300 91.1165
5051 2.7559 2997.3381 1.0582 152.9732 ## N51 90.0700 91.1155
5152 2.7522 2995.0307 0.9939 63.8200 ## N52 89.9300 91.1155
5253 3.0545 3235.1673 1.3249 259.0456 ## N53 89.5300 91.1153
5354 2.1046 3256.6298 0.4867 1298.3276 ## N54 89.1800 91.1153
5462 10.4738 23216.7897 0.2737 692.0938 ## N55 98.9200 100.0460
5657 0.3925 142.1797 0.6084 0.4172 ## N56 98.4000 99.5525
5758 0.3831 142.7016 0.2252 2.5250 ## N57 99.2300 99.2619
5859 0.8943 758.5419 0.9990 4.5295 ## N58 92.4400 92.6521
5960 1.0564 926.5464 0.8937 6.5809 ## N59 91.6000 91.8345
6061 1.0517 930.3307 0.2336 71.6648 ## N60 91.1600 91.3113
6162 1.1580 1240.4564 1.4684 263.4382 ## N61 90.5000 91.1285
6465 11.6197 26948.9788 0.9745 418.2298 ## N62 88.9200 91.1143
6566 11.5219 26968.1536 0.7894 740.6058 ## N63 95.7500 97.0723
6667 11.7967 28677.1898 0.3455 2402.5808 ## N64 88.6300 89.8598
L595 10.7865 24422.0533 0.1915 415.2182 ## N65 88.0800 89.8075
5556ova 0.5287 321.0831 1.5900 2.3249 ## N66 87.7800 89.7768
5556unda 0.2297 469.1053 2.0543 1.7884 ## N67 87.6100 89.7552
5663ova 0.4078 383.5768 1.2344 2.9737 ## N68 87.8400 89.6909
5663und 0.2362 548.6687 2.1633 2.2125 ## D1 88.7500 91.1139
6364ova 0.6179 348.4511 0.8727 0.7915 ##
6364und 0.6290 1142.2720 3.9224 3.0718 ##
6264ova 4.0363 2663.1132 0.9194 43.1094 ##
6264und 3.3658 21757.8506 3.5402 16.8529 ##
6768ova 10.1650 12106.3486 1.2921 77.8257 ##
6768und 2.0475 16672.7281 2.1529 17.1906 ##
FREE # 1 11.7163 28813.6288 0.0000 0.0000 ##
*====================================================*
| Table E15a - SPREADSHEET REACH LIST |
| Peak flow and Total Flow listed by Reach or those |
| conduits or diversions having the same |
| upstream and downstream nodes. |
*====================================================*
Upstream Downstream Maximum Total
Node Node Flow Flow
(cms) (m^3)
--------------- ---------------- ---------- ---------
N1 N2 1.5902 1678.2344
N2 N3 1.5826 1680.8765
N3 N4 1.5691 1681.8566
N4 N5 3.0057 3169.1044
N5 N6 2.9902 3174.8133
N6 N7 3.0062 3176.3718
N7 N8 3.0183 3176.7599
N8 N9 3.4146 3567.7555
N9 N10 3.3582 3568.3751
N10 N11 3.3582 3570.7097
N11 N12 3.3873 3561.8654
N12 N13 3.4228 3541.0101
N13 N14 4.6669 4865.1120
N14 N15 4.6571 4855.6766
N15 N24 4.6548 4864.6590
N24 N25 4.6246 4866.0874
N25 N26 6.0393 6380.5728
N26 N27 5.7331 6312.7330
N27 N38 5.7279 6326.5757
N28 N29 1.3796 1964.3679
N29 N30 2.6807 3676.5587
N30 N31 3.3940 6256.2875
N31 N32 4.6071 8849.2084
N32 N34 4.6968 9542.2035
N33 N34 0.5935 543.0220
N34 N35 4.9130 10127.4552
N35 N36 4.9102 10157.7453
N36 N37 5.0895 10658.8796
N26 N37 0.2870 87.1695
N37 N38 5.2077 10795.9543
N38 N39 10.5223 17173.2357
N41 N39 10.4741 17201.6441
N41 N42 10.4072 17333.4247
N42 N43 10.8960 18465.7681
N43 N44 10.9678 18669.0770
N68 N69 11.7164 28809.5106
N44 N45 10.4438 19138.1228
N45 N46 10.0117 19567.2877
N46 N47 9.5022 19598.7203
N47 N54 9.4786 19935.9256
N48 N49 1.9790 2230.2098
N49 N50 1.9729 2229.3671
N50 N51 2.7559 2997.3381
N51 N52 2.7522 2995.0307
N52 N53 3.0545 3235.1673
N53 N54 2.1046 3256.6298
N54 N62 10.4738 23216.7897
N56 N57 0.3925 142.1797
N57 N58 0.3831 142.7016
N58 N59 0.8943 758.5419
N59 N60 1.0564 926.5464
N60 N61 1.0517 930.3307
N61 N62 1.1580 1240.4564
N64 N65 11.6197 26948.9788
N65 N66 11.5219 26968.1536
N66 N67 11.7967 28677.1898
N62 D1 10.7865 24422.0533
N55 N56 0.7584 790.1883
N56 N63 0.6440 932.2455
N63 N64 1.2403 1490.7232
D1 N64 10.7407 24420.9639
N67 N68 11.7291 28779.0766
#########################################################
# Table E16. New Conduit Information Section #
# Conduit Invert (IE) Elevation and Conduit #
# Maximum Water Surface (WS) Elevations #
#########################################################
Conduit Name Upstream Node Downstream Node IE Up IE Dn WS Up WS Dn Conduit Type
--------------- ---------------- ---------------- --------- --------- --------- --------- -------------
L1 N1 N2 102.8300 101.7100 103.7050 102.4088 Natural
L2 N2 N3 101.7100 100.3800 102.4088 101.1780 Natural
L3 N3 N4 100.3800 99.4600 101.1780 100.5212 Natural
L4 N4 N5 99.4600 99.0400 100.5212 100.0557 Natural
L5 N5 N6 99.0400 98.8600 100.0557 99.6023 Natural
L6 N6 N7 98.8600 98.3300 99.6023 99.6206 Natural
L7 N7 N8 98.3300 97.8000 99.6206 99.6237 Natural
L8 N8 N9 97.8000 97.3700 99.6237 99.6245 Natural
L9 N9 N10 99.2200 99.2100 99.6245 99.4237 Natural
L10 N10 N11 98.7000 96.7000 98.9191 97.6565 Natural
L11 N11 N12 96.7000 96.1000 97.6565 97.6598 Natural
L12 N12 N13 96.1000 95.5000 97.6598 97.6609 Natural
L13 N13 N14 95.5000 94.9500 97.6609 97.6620 Natural
L14 N14 N15 97.1400 97.1300 97.6620 97.5342 Natural
L15 N15 N24 94.4600 94.0300 95.0091 94.7742 Natural
L24 N24 N25 94.0300 93.5900 94.7742 94.3001 Natural
L25 N25 N26 93.5900 92.8500 94.3001 93.9678 Natural
L26 N26 N27 92.8500 92.7400 93.9678 93.3983 Natural
L27 N27 N38 92.7400 92.0000 93.3983 93.3865 Natural
L28 N28 N29 120.5000 113.5000 120.8831 113.9959 Natural
L29 N29 N30 113.5000 105.5000 113.9959 105.9972 Natural
L30 N30 N31 105.5000 97.5000 105.9972 98.3407 Natural
L31 N31 N32 97.5000 94.8000 98.3407 95.9774 Natural
L32 N32 N34 94.8000 94.0700 95.9774 95.0446 Natural
L33 N33 N34 97.5100 97.1200 97.9146 97.3519 Natural
L34 N34 N35 94.0700 93.9700 95.0446 94.9499 Natural
L35 N35 N36 93.9700 92.9800 94.9499 93.7053 Natural
L36 N36 N37 92.9800 92.3100 93.7053 93.4004 Natural
W2637 N26 N37 93.7200 93.6200 93.9678 93.7294 Natural
L37 N37 N38 92.3100 92.0000 93.4004 93.3865 Natural
L38 N38 N39 92.0000 91.9800 93.3865 93.3244 Natural
L39 N41 N39 92.1800 91.9800 93.2046 93.3244 Natural
L41 N41 N42 91.8800 91.4800 93.2046 92.7952 Natural
4243 N42 N43 91.4800 90.6500 92.7952 91.8457 Natural
4344 N43 N44 90.6500 90.0000 91.8457 91.2232 Natural
6869 N68 N69 87.8400 87.6800 89.6909 89.5308 Natural
4445 N44 N45 90.0000 89.7000 91.2232 91.1856 Natural
4546 N45 N46 89.7000 89.3400 91.1856 91.1457 Natural
4647 N46 N47 89.3400 89.3200 91.1457 91.1234 Natural
4754 N47 N54 89.3200 89.1800 91.1234 91.1153 Natural
4849 N48 N49 90.5800 90.4100 91.1189 91.1168 Natural
4950 N49 N50 90.4100 90.3300 91.1168 91.1165 Natural
5051 N50 N51 90.3300 90.0700 91.1165 91.1155 Natural
5152 N51 N52 90.0700 89.9300 91.1155 91.1155 Natural
5253 N52 N53 89.9300 89.5300 91.1155 91.1153 Natural
5354 N53 N54 89.5300 89.2600 91.1153 91.1153 Natural
5462 N54 N62 89.2600 88.9200 91.1153 91.1142 Natural
5657 N56 N57 99.5300 99.2300 99.5525 99.2619 Natural
5758 N57 N58 99.2300 92.4400 99.2619 92.6521 Natural
5859 N58 N59 92.4400 91.6000 92.6521 91.8345 Natural
5960 N59 N60 91.6000 91.1600 91.8345 91.3113 Natural
6061 N60 N61 91.1600 90.5000 91.3113 91.1285 Natural
6162 N61 N62 90.5000 88.9200 91.1285 91.1142 Natural
6465 N64 N65 88.6300 88.0800 89.8598 89.8075 Natural
6566 N65 N66 88.0800 87.7800 89.8075 89.7768 Natural
6667 N66 N67 87.7800 87.6100 89.7768 89.7552 Natural
L595 N62 D1 88.9200 88.7500 91.1143 91.1139 Natural
5556ova N55 N56 99.8500 99.4000 100.0459 99.5955 Natural
5556unda N55 N56 98.9200 98.4700 100.0459 99.5525 Circular
5663ova N56 N63 99.4000 98.0000 99.5525 98.1518 Natural
5663und N56 N63 98.4000 97.0000 99.5525 97.3428 Circular
6364ova N63 N64 97.0000 89.9000 97.0723 89.9722 Natural
6364und N63 N64 95.7500 88.6300 97.0723 89.8598 Circular
6264ova D1 N64 90.8800 90.8600 91.1139 91.0514 Natural
6264und D1 N64 88.7500 88.6300 91.1139 89.8598 Circular
6768ova N67 N68 89.4000 89.3800 89.7552 89.6909 Natural
6768und N67 N68 87.9600 87.8400 89.7552 89.6909 Circular
*=============================================================================*
| Table E18 - Junction Continuity Error. Division by Volume added 11/96 |
| |
| Continuity Error = Net Flow + Beginning Volume - Ending Volume |
| ------------------------------------------------- |
| Total Flow + (Beginning Volume + Ending Volume)/2 |
| |
| Net Flow = Node Inflow - Node Outflow |
| Total Flow = absolute (Inflow + Outflow) |
| Intermediate column is a judgement on the node continuity error. |
| |
| Excellent < 1 percent Great 1 to 2 percent Good 2 to 5 percent |
| Fair 5 to 10 percent Poor 10 to 25 percent Bad 25 to 50 percent |
| Terrible > 50 percent |
*=============================================================================*
Junction <------Continuity Error -------> Remaining Beginning Net Flow Total Flow Failed to
Name Volume % of Node % of Inflow Volume Volume Thru Node Thru Node Converge
--------------- -------- ---------- ---------- -------- ---------- ---------- ---------- ---------
N1 -2.1317 -0.0635 0.0079 0.0387 0.0191 -2.1121 3355.1520 0
N2 -2.5126 -0.0748 0.0093 0.0530 0.0320 -2.4915 3359.1110 0
N3 -1.1028 -0.0328 0.0041 0.0831 0.0418 -1.0615 3362.7331 0
N4 -12.3832 -0.1957 0.0460 0.6594 0.5043 -12.2281 6326.9002 0
N5 -7.7020 -0.1213 0.0286 3.6390 3.3110 -7.3740 6343.9177 0
N6 -3.8941 -0.0612 0.0145 12.3745 11.7576 -3.2772 6351.1852 0
N7 -4.7667 -0.0745 0.0177 45.2006 43.8313 -3.3974 6353.1317 0
N8 -5.6007 -0.0773 0.0208 109.3000 106.8681 -3.1687 7140.7474 0
N9 -8.1687 -0.1133 0.0304 74.7007 73.1453 -6.6133 7136.1306 0
N10 -5.2645 -0.0736 0.0196 11.8160 9.7524 -3.2009 7139.0848 0
N11 -7.0528 -0.0983 0.0262 51.2693 38.5099 5.7065 7132.5751 0
N12 -4.9736 -0.0690 0.0185 121.8090 97.8684 18.9670 7102.8755 0
N13 -8.5009 -0.0857 0.0316 186.0449 158.1721 19.3719 9753.1011 0
N14 -9.8508 -0.1003 0.0366 106.7591 91.9529 4.9555 9720.7887 0
N15 -11.6301 -0.1196 0.0432 1.9467 0.3448 -10.0281 9720.3357 0
N24 -4.7246 -0.0485 0.0176 2.2096 0.3711 -2.8860 9730.7465 0
N25 -26.1459 -0.2053 0.0972 0.7894 0.1385 -25.4950 12736.5679 0
N26 -22.6607 -0.1773 0.0842 0.9041 0.1969 -21.9536 12780.4753 0
N27 -14.4636 -0.1144 0.0538 1.3493 1.0823 -14.1966 12639.3087 0
N28 -16.7483 -0.4280 0.0623 0.8647 1.6180 -17.5016 3911.6449 0
N29 -79.8309 -1.0970 0.2967 3.4417 4.2408 -80.6300 7273.0611 0
N30 -106.2556 -0.8550 0.3949 15.5563 5.8328 -96.5321 12416.1402 0
N31 -154.7051 -0.8805 0.5750 18.7320 3.5660 -139.5391 17559.8899 0
N32 -38.1448 -0.2002 0.1418 6.3214 0.3904 -32.2137 19052.0034 0
N33 -2.0536 -0.1894 0.0076 0.0140 0.0166 -2.0562 1084.4063 0
N34 -47.7260 -0.2361 0.1774 2.8817 0.1996 -45.0439 20212.6806 0
N35 -35.7404 -0.1762 0.1328 2.9613 0.2111 -32.9902 20285.2005 0
N36 -22.3328 -0.1049 0.0830 0.8363 0.1051 -21.6016 21298.6778 0
N37 -52.5040 -0.2437 0.1951 2.2698 1.7151 -51.9493 21542.0033 0
N38 -56.1028 -0.1636 0.2085 4.7504 4.6640 -56.0164 34295.7657 0
N39 -32.1630 -0.0936 0.1195 3.3867 3.7171 -32.4934 34374.8797 0
N41 -138.2036 -0.4001 0.5137 5.0758 1.9932 -135.1210 34535.0688 0
N42 -255.9639 -0.6977 0.9514 6.1672 0.0000 -249.7967 36682.7206 0
N43 -212.4576 -0.5721 0.7897 4.5802 0.0000 -207.8774 37134.8451 0
N44 -61.3369 -0.1605 0.2280 4.6226 0.0000 -56.7143 38222.6323 0
N45 -106.4646 -0.2727 0.3957 3.4771 0.0000 -102.9875 39033.6341 0
N69 -6.6656 -0.0116 0.0248 2.1982 0.0000 -4.4674 57623.1394 0
N46 -36.5884 -0.0934 0.1360 2.4981 0.0000 -34.0902 39166.0080 0
N47 -47.4667 -0.1192 0.1764 3.1800 0.0000 -44.2867 39828.5889 0
N48 -3.3983 -0.0762 0.0126 0.0638 0.0000 -3.3345 4457.7096 0
N49 0.3652 0.0082 0.0014 0.1375 0.0000 0.5027 4459.5769 0
N50 -5.8310 -0.0974 0.0217 0.1723 0.0000 -5.6587 5989.5009 0
N51 1.6664 0.0278 0.0062 0.1768 0.0000 1.8432 5992.3687 0
N52 -10.3433 -0.1601 0.0384 0.1703 0.0000 -10.1730 6461.2897 0
N53 -23.7099 -0.3652 0.0881 1.5319 0.0000 -22.1781 6491.7971 0
N54 -35.0331 -0.0755 0.1302 4.0659 0.0000 -30.9672 46409.3451 0
N55 0.6129 0.0388 0.0023 0.0101 0.0000 0.6230 1581.0752 0
N56 -7.6869 -0.3590 0.0286 0.0378 0.0000 -7.6491 2141.3581 0
N57 -0.5748 -0.2017 0.0021 0.0648 0.0000 -0.5100 284.8813 0
N58 -55.8245 -3.8195 0.2075 0.0868 0.0000 -55.7377 1461.5267 0
N59 -2.9788 -0.1610 0.0111 0.0394 0.0000 -2.9395 1850.2179 0
N60 -3.9109 -0.2106 0.0145 0.0795 0.0000 -3.8313 1856.8771 0
N61 -46.3188 -1.9022 0.1722 0.0898 0.0000 -46.2290 2434.9276 0
N62 7.7124 0.0158 0.0287 2.0647 0.0000 9.7771 48879.2995 0
N63 -0.5605 -0.0188 0.0021 0.8621 0.0000 0.3017 2983.8832 0
N64 -57.6278 -0.1070 0.2142 2.0636 0.0000 -55.5642 53842.6933 0
N65 -22.7825 -0.0423 0.0847 2.6187 0.0000 -20.1638 53917.1324 0
N66 -154.5327 -0.2700 0.5744 18.4012 0.0000 -136.1314 57220.2098 0
N67 -121.5441 -0.2115 0.4518 17.0404 0.0000 -104.5037 57456.2664 0
N68 -36.5112 -0.0634 0.1357 2.4146 0.0000 -34.0966 57588.5872 0
D1 -49.5408 -0.1014 0.1841 1.1797 0.0000 -48.3611 48843.0172 0
The total continuity error was -2301.3 cubic meters
The remaining total volume was 878.13 cubic meters
Your mean node continuity error was Excellent
Your worst node continuity error was Excellent
*===================================================*
| Table E19 - Junction Inflow Sources |
| Units are either ft^3 or m^3 |
| depending on the units in your model.|
*===================================================*
Constant User Interface DWF Inflow RNF Layer Inflow
Junction Inflow Inflow Inflow Inlow through Inflow Outflow Evaporation from
Name to Node to Node to Node to Node Outfall to Node from Node from Node 2D Layer
--------------- ---------- ----------- ----------- ----------- ----------- ----------- ----------- ----------- -----------
N1 0.0000 0.0000 1676.1819 0.0000 0.0000 0.0000 -0.0001 0.0000 0.0000
N4 0.0000 0.0000 1475.2244 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N8 0.0000 0.0000 396.0066 0.0000 0.0000 0.0000 -0.0049 0.0000 0.0000
N13 0.0000 0.0000 1346.2639 0.0000 0.0000 0.0000 -0.0010 0.0000 0.0000
N25 0.0000 0.0000 1489.1384 0.0000 0.0000 0.0000 -0.0001 0.0000 0.0000
N28 0.0000 0.0000 1946.6451 0.0000 0.0000 0.0000 -0.0001 0.0000 0.0000
N29 0.0000 0.0000 1631.3827 0.0000 0.0000 0.0000 -0.0006 0.0000 0.0000
N30 0.0000 0.0000 2482.9279 0.0000 0.0000 0.0000 0.0007 0.0000 0.0000
N31 0.0000 0.0000 2453.1001 0.0000 0.0000 0.0000 0.0003 0.0000 0.0000
N32 0.0000 0.0000 660.2009 0.0000 0.0000 0.0000 0.0002 0.0000 0.0000
N33 0.0000 0.0000 541.0759 0.0000 0.0000 0.0000 -0.0001 0.0000 0.0000
N36 0.0000 0.0000 481.7718 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N42 0.0000 0.0000 883.0660 0.0000 0.0000 0.0000 0.0002 0.0000 0.0000
N44 0.0000 0.0000 415.2118 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N45 0.0000 0.0000 328.0685 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N69 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 28813.6288 0.0000 0.0000
N47 0.0000 0.0000 293.8231 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N48 0.0000 0.0000 2226.6122 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N50 0.0000 0.0000 762.3984 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N52 0.0000 0.0000 230.9585 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N55 0.0000 0.0000 790.5341 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N56 0.0000 0.0000 276.6075 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N58 0.0000 0.0000 559.9954 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N59 0.0000 0.0000 165.0315 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N61 0.0000 0.0000 263.9874 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N63 0.0000 0.0000 560.6011 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N64 0.0000 0.0000 981.5292 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N66 0.0000 0.0000 1574.0857 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
*=====================================================*
| Table E20 - Junction Flooding and Volume Listing. |
| The maximum volume is the total volume |
| in the node including the volume in the |
| flooded storage area. This is the max |
| volume at any time. The volume in the |
| flooded storage area is the total volume|
| above the ground elevation, where the |
| flooded pond storage area starts. |
| The fourth column is instantaneous, the fifth is the|
| sum of the flooded volume over the entire simulation|
| Units are either ft^3 or m^3 depending on the units.|
*=====================================================*
Out of
System Stored in System
Junction Surcharged Flooded Flooded Maximum Ponding Allowed
Name Time (min) Time(min) Volume Volume Flood Pond Volume
--------------- ---------- --------- --------- --------- -----------------
N1 0.0000 0.0000 0.0000 0.8750 0.0000
N2 0.0000 0.0000 0.0000 0.6988 0.0000
N3 0.0000 0.0000 0.0000 0.7980 0.0000
N4 0.0000 0.0000 0.0000 1.0612 0.0000
N5 0.0000 0.0000 0.0000 1.0157 0.0000
N6 0.0000 0.0000 0.0000 0.7423 0.0000
N7 0.0000 0.0000 0.0000 1.2906 0.0000
N8 0.0000 0.0000 0.0000 1.8237 0.0000
N9 0.0000 0.0000 0.0000 2.2545 0.0000
N10 0.0000 0.0000 0.0000 1.9191 0.0000
N11 0.0000 0.0000 0.0000 0.9565 0.0000
N12 0.0000 0.0000 0.0000 1.5598 0.0000
N13 0.0000 0.0000 0.0000 2.1609 0.0000
N14 0.0000 0.0000 0.0000 2.7120 0.0000
N15 0.0000 0.0000 0.0000 0.5491 0.0000
N24 0.0000 0.0000 0.0000 0.7442 0.0000
N25 0.0000 0.0000 0.0000 0.7101 0.0000
N26 0.0000 0.0000 0.0000 1.1178 0.0000
N27 0.0000 0.0000 0.0000 0.6583 0.0000
N28 0.0000 0.0000 0.0000 0.3831 0.0000
N29 0.0000 0.0000 0.0000 0.4959 0.0000
N30 0.0000 0.0000 0.0000 0.4972 0.0000
N31 0.0000 0.0000 0.0000 0.8407 0.0000
N32 0.0000 0.0000 0.0000 1.1774 0.0000
N33 0.0000 0.0000 0.0000 0.4046 0.0000
N34 0.0000 0.0000 0.0000 0.9746 0.0000
N35 0.0000 0.0000 0.0000 0.9799 0.0000
N36 0.0000 0.0000 0.0000 0.7253 0.0000
N37 0.0000 0.0000 0.0000 1.0904 0.0000
N38 0.0000 0.0000 0.0000 1.3865 0.0000
N39 0.0000 0.0000 0.0000 1.3444 0.0000
N41 0.0000 0.0000 0.0000 1.3246 0.0000
N42 0.0000 0.0000 0.0000 1.3152 0.0000
N43 0.0000 0.0000 0.0000 1.1957 0.0000
N44 0.0000 0.0000 0.0000 1.2232 0.0000
N45 0.0000 0.0000 0.0000 1.4856 0.0000
N69 0.0000 0.0000 0.0000 1.8508 0.0000
N46 0.0000 0.0000 0.0000 1.8057 0.0000
N47 0.0000 0.0000 0.0000 1.8034 0.0000
N48 0.0000 0.0000 0.0000 0.5389 0.0000
N49 0.0000 0.0000 0.0000 0.7068 0.0000
N50 0.0000 0.0000 0.0000 0.7865 0.0000
N51 0.0000 0.0000 0.0000 1.0455 0.0000
N52 0.0000 0.0000 0.0000 1.1855 0.0000
N53 0.0000 0.0000 0.0000 1.5853 0.0000
N54 0.0000 0.0000 0.0000 1.9353 0.0000
N55 0.0000 0.0000 0.0000 1.1260 0.0000
N56 0.0000 0.0000 0.0000 1.1525 0.0000
N57 0.0000 0.0000 0.0000 0.0319 0.0000
N58 0.0000 0.0000 0.0000 0.2121 0.0000
N59 0.0000 0.0000 0.0000 0.2345 0.0000
N60 0.0000 0.0000 0.0000 0.1513 0.0000
N61 0.0000 0.0000 0.0000 0.6285 0.0000
N62 0.0000 0.0000 0.0000 2.1942 0.0000
N63 0.0000 0.0000 0.0000 1.3223 0.0000
N64 0.0000 0.0000 0.0000 1.2298 0.0000
N65 0.0000 0.0000 0.0000 1.7275 0.0000
N66 0.0000 0.0000 0.0000 1.9968 0.0000
N67 0.0000 0.0000 0.0000 2.1452 0.0000
N68 0.0000 0.0000 0.0000 1.8509 0.0000
D1 0.0000 0.0000 0.0000 2.3639 0.0000
*==================================*
| Simulation Specific Information |
*==================================*
Number of Input Conduits.......... 67 Number of Simulated Conduits...... 68
Number of Natural Channels........ 62 Number of Junctions............... 61
Number of Storage Junctions....... 1 Number of Weirs................... 0
Number of Orifices................ 0 Number of Pumps................... 0
Number of Free Outfalls........... 1 Number of Tide Gate Outfalls...... 0
*=========================================================*
| Average % Change in Junction or Conduit is defined as: |
| Conduit % Change ==> 100.0 ( Q(n+1) - Q(n) ) / Qfull |
| Junction % Change ==> 100.0 ( Y(n+1) - Y(n) ) / Yfull |
*=========================================================*
The Conduit with the largest average change was..L595 with 0.044 percent
The Junction with the largest average change was.D1 with 0.035 percent
The Conduit with the largest sinuosity was.......6364und with 2.725
*===================================================================*
| Table E21. Continuity balance at the end of the simulation |
| Junction Inflow, Outflow or Street Flooding |
| Error = Inflow + Initial Volume - Outflow - Final Volume |
*===================================================================*
Inflow Inflow Average
Junction Volume, m^3 Inflow, cms
--------------- ------------ -------------
N1 1676.9176 0.0776
N4 1475.9392 0.0683
N8 396.2320 0.0183
N13 1346.9790 0.0624
N25 1489.9077 0.0690
N28 1947.2770 0.0902
N29 1632.1346 0.0756
N30 2483.2940 0.1150
N31 2454.3940 0.1136
N32 660.5915 0.0306
N33 541.3843 0.0251
N36 482.0529 0.0223
N42 883.5277 0.0409
N44 415.4325 0.0192
N45 328.2236 0.0152
N47 293.9430 0.0136
N48 2227.4999 0.1031
N50 762.7957 0.0353
N52 231.0917 0.0107
N55 790.8869 0.0366
N56 276.7446 0.0128
N58 560.2832 See the original
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