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e5y1hr.out
From the archive Output.zip, inside RAL17/0511 - Information Request Response. File date in the archive: 2018-02-12 11:58.
99.5461
L8 1.8545 3123.5073 0.0940 200.3346 ## N8 97.8000 99.5471
L9 1.8371 3126.6153 0.4270 39.1358 ## N9 97.3700 99.5473
L10 1.8353 3128.9223 0.3423 22.7926 ## N10 97.0000 98.8536
L11 1.8474 3118.7331 0.2048 150.2549 ## N11 96.7000 97.5989
L12 1.8561 3095.7841 0.1314 236.7837 ## N12 96.1000 97.6003
L13 2.5435 4253.0857 0.1506 300.1289 ## N13 95.5000 97.6006
L14 2.5336 4240.6706 0.6489 35.1173 ## N14 94.9500 97.6012
L15 2.5316 4248.2161 0.5322 62.9906 ## N15 94.4600 94.8588
L24 2.5202 4252.7688 0.6989 71.3341 ## N24 94.0300 94.6338
L25 3.2608 5581.5113 0.6325 83.7412 ## N25 93.5900 94.1339
L26 3.2542 5598.0414 0.9814 46.3067 ## N26 92.8500 93.7464
L27 3.2529 5608.3882 0.8164 58.8027 ## N27 92.7400 93.2496
L28 0.7577 1701.8503 0.6525 8.1810 ## N28 120.5000 120.7835
L29 1.5029 3182.4041 0.9350 11.5537 ## N29 113.5000 113.8628
L30 1.9505 5394.2617 0.6957 33.6256 ## N30 105.5000 105.8666
L31 2.8624 7618.3061 0.5469 182.8644 ## N31 97.5000 98.1301
L32 3.0422 8262.3913 0.9160 68.7511 ## N32 94.8000 95.7725
L33 0.3346 476.6490 0.3588 3.8601 ## N33 97.5100 97.8515
L34 3.2109 8770.1517 0.3177 177.7307 ## N34 94.0700 94.9329
L35 3.2164 8792.5874 0.7133 58.2241 ## N35 93.9700 94.8646
L36 3.3487 9226.7152 1.4514 73.4092 ## N36 92.9800 93.6402
W2637 0.0014 0.1982 0.0428 0.0025 ## N37 92.3100 93.1519
L37 3.4066 9253.0206 0.5514 157.9249 ## N38 92.0000 93.1332
L38 6.2445 14908.3808 0.8463 103.9203 ## N39 91.9800 93.0675
L39 -6.2289 -14928.5353 -0.7718 78.0317 ## N41 91.8800 92.9427
L41 6.1942 15028.5527 0.6079 560.2706 ## N42 91.4800 92.5740
4243 6.4148 15976.1423 0.6957 556.0673 ## N43 90.6500 91.6711
4344 6.3960 16094.1351 0.8128 383.2622 ## N44 90.0000 90.8804
6869 6.7369 24887.6527 0.5112 263.5680 ## N45 89.7000 90.8315
4445 6.4460 16527.2429 0.5872 402.1727 ## N69 87.6800 89.1365
4546 6.4664 16885.5863 1.0507 238.1915 ## N46 89.3400 90.7786
4647 6.2340 16915.5418 1.0039 201.5378 ## N47 89.3200 90.7603
4754 5.9465 17206.3589 0.8455 538.8556 ## N48 90.5800 90.9134
4849 1.0724 1958.0325 0.8078 15.8317 ## N49 90.4100 90.7583
4950 1.0632 1960.3999 0.5496 13.9554 ## N50 90.3300 90.7563
5051 1.4785 2641.9645 0.8534 71.3054 ## N51 90.0700 90.7536
5152 1.5403 2639.1813 0.7866 35.6916 ## N52 89.9300 90.7536
5253 1.7617 2846.4869 1.1181 156.6940 ## N53 89.5300 90.7532
5354 1.2908 2872.7675 0.4004 964.6689 ## N54 89.1800 90.7530
5462 5.8888 20104.0328 0.2729 526.8376 ## N55 98.9200 99.9820
5657 0.0265 2.3964 0.2574 0.0096 ## N56 98.4000 99.5364
5758 0.0149 2.5659 0.0179 0.6402 ## N57 99.2300 99.2351
5859 0.3141 547.8181 0.6475 1.6853 ## N58 92.4400 92.5610
5960 0.4178 695.1825 0.6364 2.4563 ## N59 91.6000 91.7593
6061 0.4159 698.6155 0.2624 27.3951 ## N60 91.1600 91.2624
6162 0.5413 960.8609 1.3288 173.5955 ## N61 90.5000 90.9235
6465 6.5158 23373.5338 0.9198 326.0268 ## N62 88.9200 90.7525
6566 6.4936 23380.2427 0.7086 631.9601 ## N63 95.7500 97.0478
6667 6.7513 24819.8164 0.2598 2107.8005 ## N64 88.6300 89.6797
L595 6.0670 21047.3886 0.1915 319.4555 ## N65 88.0800 89.6436
5556ova 0.1967 104.9592 1.3080 0.7297 ## N66 87.7800 89.6273
5556unda 0.2161 582.1876 1.9337 1.7901 ## N67 87.6100 89.6176
5663ova 0.2980 222.8304 1.1070 2.1673 ## N68 87.8400 89.2965
5663und 0.2347 710.7577 2.1518 2.2061 ## D1 88.7500 90.7524
6364ova 0.2032 64.0961 0.5611 0.1268 ##
6364und 0.6252 1361.1614 3.8975 2.3599 ##
6264ova 0.0000 0.0000 0.0000 0.0000 ##
6264und 3.0095 21046.1586 3.2339 16.7369 ##
6768ova 3.3066 5372.5994 0.9060 35.7830 ##
6768und 2.0389 19501.5443 2.1443 17.1916 ##
FREE # 1 6.7369 24889.5686 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 0.8699 1463.5479
N2 N3 0.8656 1466.0034
N3 N4 0.8579 1467.9689
N4 N5 1.6552 2773.5750
N5 N6 1.6467 2780.3852
N6 N7 1.6495 2781.6942
N7 N8 1.6439 2781.0483
N8 N9 1.8545 3123.5073
N9 N10 1.8371 3126.6153
N10 N11 1.8353 3128.9223
N11 N12 1.8474 3118.7331
N12 N13 1.8561 3095.7841
N13 N14 2.5435 4253.0857
N14 N15 2.5336 4240.6706
N15 N24 2.5316 4248.2161
N24 N25 2.5202 4252.7688
N25 N26 3.2608 5581.5113
N26 N27 3.2542 5598.0414
N27 N38 3.2529 5608.3882
N28 N29 0.7577 1701.8503
N29 N30 1.5029 3182.4041
N30 N31 1.9505 5394.2617
N31 N32 2.8624 7618.3061
N32 N34 3.0422 8262.3913
N33 N34 0.3346 476.6490
N34 N35 3.2109 8770.1517
N35 N36 3.2164 8792.5874
N36 N37 3.3487 9226.7152
N26 N37 0.0014 0.1982
N37 N38 3.4066 9253.0206
N38 N39 6.2445 14908.3808
N41 N39 6.2289 14928.5353
N41 N42 6.1942 15028.5527
N42 N43 6.4148 15976.1423
N43 N44 6.3960 16094.1351
N68 N69 6.7369 24887.6527
N44 N45 6.4460 16527.2429
N45 N46 6.4664 16885.5863
N46 N47 6.2340 16915.5418
N47 N54 5.9465 17206.3589
N48 N49 1.0724 1958.0325
N49 N50 1.0632 1960.3999
N50 N51 1.4785 2641.9645
N51 N52 1.5403 2639.1813
N52 N53 1.7617 2846.4869
N53 N54 1.2908 2872.7675
N54 N62 5.8888 20104.0328
N56 N57 0.0265 2.3964
N57 N58 0.0149 2.5659
N58 N59 0.3141 547.8181
N59 N60 0.4178 695.1825
N60 N61 0.4159 698.6155
N61 N62 0.5413 960.8609
N64 N65 6.5158 23373.5338
N65 N66 6.4936 23380.2427
N66 N67 6.7513 24819.8164
N62 D1 6.0670 21047.3886
N55 N56 0.4127 687.1468
N56 N63 0.5328 933.5881
N63 N64 0.8269 1425.2575
D1 N64 6.0190 21046.1586
N67 N68 6.7385 24874.1437
#########################################################
# 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 103.5380 102.2659 Natural
L2 N2 N3 101.7100 100.3800 102.2659 101.0162 Natural
L3 N3 N4 100.3800 99.4600 101.0162 100.3104 Natural
L4 N4 N5 99.4600 99.0400 100.3104 99.8488 Natural
L5 N5 N6 99.0400 98.8600 99.8488 99.5373 Natural
L6 N6 N7 98.8600 98.3300 99.5373 99.5461 Natural
L7 N7 N8 98.3300 97.8000 99.5461 99.5471 Natural
L8 N8 N9 97.8000 97.3700 99.5471 99.5473 Natural
L9 N9 N10 99.2200 99.2100 99.5473 99.3831 Natural
L10 N10 N11 98.7000 96.7000 98.8536 97.5989 Natural
L11 N11 N12 96.7000 96.1000 97.5989 97.6003 Natural
L12 N12 N13 96.1000 95.5000 97.6003 97.6006 Natural
L13 N13 N14 95.5000 94.9500 97.6006 97.6012 Natural
L14 N14 N15 97.1400 97.1300 97.6012 97.5239 Natural
L15 N15 N24 94.4600 94.0300 94.8588 94.6338 Natural
L24 N24 N25 94.0300 93.5900 94.6338 94.1339 Natural
L25 N25 N26 93.5900 92.8500 94.1339 93.7464 Natural
L26 N26 N27 92.8500 92.7400 93.7464 93.2496 Natural
L27 N27 N38 92.7400 92.0000 93.2496 93.1332 Natural
L28 N28 N29 120.5000 113.5000 120.7835 113.8628 Natural
L29 N29 N30 113.5000 105.5000 113.8628 105.8666 Natural
L30 N30 N31 105.5000 97.5000 105.8666 98.1301 Natural
L31 N31 N32 97.5000 94.8000 98.1301 95.7725 Natural
L32 N32 N34 94.8000 94.0700 95.7725 94.9329 Natural
L33 N33 N34 97.5100 97.1200 97.8515 97.3034 Natural
L34 N34 N35 94.0700 93.9700 94.9329 94.8646 Natural
L35 N35 N36 93.9700 92.9800 94.8646 93.6402 Natural
L36 N36 N37 92.9800 92.3100 93.6402 93.1519 Natural
W2637 N26 N37 93.7200 93.6200 93.7464 93.6210 Natural
L37 N37 N38 92.3100 92.0000 93.1519 93.1332 Natural
L38 N38 N39 92.0000 91.9800 93.1332 93.0675 Natural
L39 N41 N39 92.1800 91.9800 92.9427 93.0675 Natural
L41 N41 N42 91.8800 91.4800 92.9427 92.5740 Natural
4243 N42 N43 91.4800 90.6500 92.5740 91.6711 Natural
4344 N43 N44 90.6500 90.0000 91.6711 90.8804 Natural
6869 N68 N69 87.8400 87.6800 89.2965 89.1365 Natural
4445 N44 N45 90.0000 89.7000 90.8804 90.8315 Natural
4546 N45 N46 89.7000 89.3400 90.8315 90.7786 Natural
4647 N46 N47 89.3400 89.3200 90.7786 90.7603 Natural
4754 N47 N54 89.3200 89.1800 90.7603 90.7530 Natural
4849 N48 N49 90.5800 90.4100 90.9134 90.7583 Natural
4950 N49 N50 90.4100 90.3300 90.7583 90.7563 Natural
5051 N50 N51 90.3300 90.0700 90.7563 90.7536 Natural
5152 N51 N52 90.0700 89.9300 90.7536 90.7536 Natural
5253 N52 N53 89.9300 89.5300 90.7536 90.7532 Natural
5354 N53 N54 89.5300 89.2600 90.7532 90.7530 Natural
5462 N54 N62 89.2600 88.9200 90.7530 90.7525 Natural
5657 N56 N57 99.5300 99.2300 99.5364 99.2351 Natural
5758 N57 N58 99.2300 92.4400 99.2351 92.5610 Natural
5859 N58 N59 92.4400 91.6000 92.5610 91.7593 Natural
5960 N59 N60 91.6000 91.1600 91.7593 91.2624 Natural
6061 N60 N61 91.1600 90.5000 91.2624 90.9235 Natural
6162 N61 N62 90.5000 88.9200 90.9235 90.7525 Natural
6465 N64 N65 88.6300 88.0800 89.6797 89.6436 Natural
6566 N65 N66 88.0800 87.7800 89.6436 89.6273 Natural
6667 N66 N67 87.7800 87.6100 89.6273 89.6176 Natural
L595 N62 D1 88.9200 88.7500 90.7524 90.7524 Natural
5556ova N55 N56 99.8500 99.4000 99.9820 99.5364 Natural
5556unda N55 N56 98.9200 98.4700 99.9820 99.5364 Circular
5663ova N56 N63 99.4000 98.0000 99.5364 98.1358 Natural
5663und N56 N63 98.4000 97.0000 99.5364 97.3421 Circular
6364ova N63 N64 97.0000 89.9000 97.0478 89.9238 Natural
6364und N63 N64 95.7500 88.6300 97.0478 89.6797 Circular
6264ova D1 N64 90.8800 90.8600 89.6797 89.6797 Natural
6264und D1 N64 88.7500 88.6300 90.7524 89.6797 Circular
6768ova N67 N68 89.4000 89.3800 89.6176 89.5549 Natural
6768und N67 N68 87.9600 87.8400 89.6176 89.2965 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 -1.6225 -0.0555 0.0069 0.0425 0.0191 -1.5991 2925.8651 0
N2 -2.4064 -0.0821 0.0102 0.0583 0.0320 -2.3801 2929.5513 0
N3 -2.1057 -0.0718 0.0089 0.0915 0.0418 -2.0560 2933.9723 0
N4 -10.3252 -0.1864 0.0439 0.6804 0.5043 -10.1490 5537.3264 0
N5 -8.0776 -0.1453 0.0343 3.6722 3.3110 -7.7163 5553.9602 0
N6 -3.1466 -0.0564 0.0134 12.4246 11.7576 -2.4796 5562.0794 0
N7 -3.2536 -0.0580 0.0138 45.3047 43.8313 -1.7803 5562.7425 0
N8 -4.4598 -0.0701 0.0189 109.4800 106.8681 -1.8479 6252.1629 0
N9 -9.7415 -0.1540 0.0414 74.8141 73.1453 -8.0727 6250.1226 0
N10 -4.8555 -0.0775 0.0206 11.9565 9.7524 -2.6514 6255.5375 0
N11 -5.6666 -0.0900 0.0241 51.9027 38.5099 7.7262 6247.6554 0
N12 -3.8516 -0.0609 0.0164 122.8757 97.8684 21.1557 6214.5172 0
N13 -5.2680 -0.0605 0.0224 187.2799 158.1721 23.8399 8532.8818 0
N14 -7.7748 -0.0905 0.0330 107.4366 91.9529 7.7089 8493.7563 0
N15 -10.0593 -0.1185 0.0427 2.0424 0.3448 -8.3617 8488.8867 0
N24 -7.3762 -0.0868 0.0313 2.3254 0.3711 -5.4218 8500.9849 0
N25 -22.0676 -0.1980 0.0937 0.8573 0.1385 -21.3488 11142.0330 0
N26 -18.8109 -0.1682 0.0799 0.9740 0.1969 -18.0338 11179.7509 0
N27 -11.0596 -0.0987 0.0470 1.4067 1.0823 -10.7352 11206.4295 0
N28 -9.2235 -0.2717 0.0392 0.9387 1.6180 -9.9029 3393.9458 0
N29 -56.4367 -0.8941 0.2397 3.6709 4.2408 -57.0065 6307.9246 0
N30 -73.8002 -0.6874 0.3134 16.2419 5.8328 -63.3911 10725.0741 0
N31 -85.2951 -0.5619 0.3623 19.4289 3.5660 -69.4323 15167.5225 0
N32 -70.4530 -0.4279 0.2992 6.5144 0.3904 -64.3290 16460.0596 0
N33 -2.0140 -0.2116 0.0086 0.0160 0.0166 -2.0146 951.5818 0
N34 -35.6954 -0.2038 0.1516 3.0005 0.1996 -32.8945 17509.1920 0
N35 -27.0384 -0.1539 0.1148 3.0749 0.2111 -24.1746 17562.7391 0
N36 -13.1053 -0.0711 0.0557 0.8708 0.1051 -12.3396 18442.0808 0
N37 -26.9172 -0.1456 0.1143 2.3291 1.7151 -26.3033 18479.9340 0
N38 -50.0876 -0.1682 0.2127 4.8540 4.6640 -49.8976 29769.7896 0
N39 -22.2741 -0.0746 0.0946 3.4413 3.7171 -22.5500 29836.9161 0
N41 -104.6086 -0.3492 0.4443 5.3957 1.9932 -101.2061 29957.0880 0
N42 -179.6459 -0.5652 0.7630 6.8426 0.0000 -172.8033 31780.1756 0
N43 -124.3169 -0.3876 0.5280 5.1105 0.0000 -119.2064 32070.2774 0
N44 -74.7511 -0.2266 0.3175 4.9653 0.0000 -69.7858 32985.9239 0
N45 -76.2161 -0.2262 0.3237 3.7085 0.0000 -72.5076 33699.4479 0
N69 -4.6003 -0.0092 0.0195 2.3963 0.0000 -2.2040 49777.2214 0
N46 -33.9508 -0.1004 0.1442 2.6987 0.0000 -31.2521 33801.1281 0
N47 -40.1333 -0.1167 0.1705 3.4118 0.0000 -36.7215 34377.3053 0
N48 -2.7171 -0.0694 0.0115 0.0698 0.0000 -2.6472 3913.8836 0
N49 -2.8406 -0.0725 0.0121 0.1507 0.0000 -2.6898 3918.4324 0
N50 -6.1072 -0.1157 0.0259 0.1892 0.0000 -5.9179 5278.4390 0
N51 2.6402 0.0500 0.0112 0.1943 0.0000 2.8345 5281.1458 0
N52 -4.9943 -0.0878 0.0212 0.1873 0.0000 -4.8070 5688.3117 0
N53 -28.1656 -0.4924 0.1196 1.6429 0.0000 -26.5227 5719.2544 0
N54 -33.4191 -0.0832 0.1419 4.3275 0.0000 -29.0916 40183.1592 0
N55 -0.5065 -0.0369 0.0022 0.0111 0.0000 -0.4954 1373.9660 0
N56 -5.9675 -0.3198 0.0253 0.0419 0.0000 -5.9255 1866.0698 0
N57 -0.2497 -4.9948 0.0011 0.0725 0.0000 -0.1772 4.9622 0
N58 -53.7188 -5.1546 0.2282 0.0972 0.0000 -53.6216 1042.1109 0
N59 -2.6563 -0.1914 0.0113 0.0443 0.0000 -2.6120 1387.7540 0
N60 -3.4869 -0.2502 0.0148 0.0898 0.0000 -3.3971 1393.7980 0
N61 -30.9448 -1.6362 0.1314 0.1004 0.0000 -30.8444 1891.1807 0
N62 0.4302 0.0010 0.0018 2.1390 0.0000 2.5692 42112.2824 0
N63 -0.2412 -0.0085 0.0010 0.7827 0.0000 0.5416 2850.9456 0
N64 -42.2196 -0.0904 0.1793 2.2513 0.0000 -39.9683 46706.9126 0
N65 -10.2427 -0.0219 0.0435 3.6265 0.0000 -6.6162 46753.7765 0
N66 -77.2096 -0.1557 0.3279 19.4742 0.0000 -57.7354 49582.6199 0
N67 -73.6740 -0.1482 0.3129 17.4853 0.0000 -56.1887 49693.9601 0
N68 -17.1786 -0.0345 0.0730 2.6271 0.0000 -14.5515 49761.7964 0
D1 -25.4904 -0.0606 0.1083 1.1441 0.0000 -24.3463 42093.5472 0
The total continuity error was -1671.5 cubic meters
The remaining total volume was 891.29 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 1461.9483 0.0000 0.0000 0.0000 -0.0001 0.0000 0.0000
N4 0.0000 0.0000 1295.4318 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N8 0.0000 0.0000 347.5017 0.0000 0.0000 0.0000 -0.0049 0.0000 0.0000
N13 0.0000 0.0000 1183.6645 0.0000 0.0000 0.0000 -0.0010 0.0000 0.0000
N25 0.0000 0.0000 1307.3699 0.0000 0.0000 0.0000 -0.0001 0.0000 0.0000
N28 0.0000 0.0000 1691.7701 0.0000 0.0000 0.0000 -0.0001 0.0000 0.0000
N29 0.0000 0.0000 1423.2942 0.0000 0.0000 0.0000 -0.0006 0.0000 0.0000
N30 0.0000 0.0000 2148.2565 0.0000 0.0000 0.0000 0.0007 0.0000 0.0000
N31 0.0000 0.0000 2154.3276 0.0000 0.0000 0.0000 0.0003 0.0000 0.0000
N32 0.0000 0.0000 579.1793 0.0000 0.0000 0.0000 0.0002 0.0000 0.0000
N33 0.0000 0.0000 474.7861 0.0000 0.0000 0.0000 -0.0001 0.0000 0.0000
N36 0.0000 0.0000 422.6452 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N42 0.0000 0.0000 775.2514 0.0000 0.0000 0.0000 0.0002 0.0000 0.0000
N44 0.0000 0.0000 364.4367 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N45 0.0000 0.0000 286.5407 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 24889.5686 0.0000 0.0000
N47 0.0000 0.0000 255.3431 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N48 0.0000 0.0000 1955.3926 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N50 0.0000 0.0000 675.8759 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N52 0.0000 0.0000 202.5809 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N55 0.0000 0.0000 686.6402 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N56 0.0000 0.0000 242.8696 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N58 0.0000 0.0000 491.5836 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N59 0.0000 0.0000 144.7078 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N61 0.0000 0.0000 231.6316 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N63 0.0000 0.0000 491.9482 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N64 0.0000 0.0000 861.7131 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N66 0.0000 0.0000 1382.1681 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 0.7081 0.0000
N2 0.0000 0.0000 0.0000 0.5559 0.0000
N3 0.0000 0.0000 0.0000 0.6362 0.0000
N4 0.0000 0.0000 0.0000 0.8504 0.0000
N5 0.0000 0.0000 0.0000 0.8088 0.0000
N6 0.0000 0.0000 0.0000 0.6773 0.0000
N7 0.0000 0.0000 0.0000 1.2161 0.0000
N8 0.0000 0.0000 0.0000 1.7471 0.0000
N9 0.0000 0.0000 0.0000 2.1773 0.0000
N10 0.0000 0.0000 0.0000 1.8536 0.0000
N11 0.0000 0.0000 0.0000 0.8989 0.0000
N12 0.0000 0.0000 0.0000 1.5003 0.0000
N13 0.0000 0.0000 0.0000 2.1006 0.0000
N14 0.0000 0.0000 0.0000 2.6512 0.0000
N15 0.0000 0.0000 0.0000 0.3988 0.0000
N24 0.0000 0.0000 0.0000 0.6038 0.0000
N25 0.0000 0.0000 0.0000 0.5439 0.0000
N26 0.0000 0.0000 0.0000 0.8964 0.0000
N27 0.0000 0.0000 0.0000 0.5096 0.0000
N28 0.0000 0.0000 0.0000 0.2835 0.0000
N29 0.0000 0.0000 0.0000 0.3628 0.0000
N30 0.0000 0.0000 0.0000 0.3666 0.0000
N31 0.0000 0.0000 0.0000 0.6301 0.0000
N32 0.0000 0.0000 0.0000 0.9725 0.0000
N33 0.0000 0.0000 0.0000 0.3415 0.0000
N34 0.0000 0.0000 0.0000 0.8629 0.0000
N35 0.0000 0.0000 0.0000 0.8946 0.0000
N36 0.0000 0.0000 0.0000 0.6602 0.0000
N37 0.0000 0.0000 0.0000 0.8419 0.0000
N38 0.0000 0.0000 0.0000 1.1332 0.0000
N39 0.0000 0.0000 0.0000 1.0875 0.0000
N41 0.0000 0.0000 0.0000 1.0627 0.0000
N42 0.0000 0.0000 0.0000 1.0940 0.0000
N43 0.0000 0.0000 0.0000 1.0211 0.0000
N44 0.0000 0.0000 0.0000 0.8804 0.0000
N45 0.0000 0.0000 0.0000 1.1315 0.0000
N69 0.0000 0.0000 0.0000 1.4565 0.0000
N46 0.0000 0.0000 0.0000 1.4386 0.0000
N47 0.0000 0.0000 0.0000 1.4403 0.0000
N48 0.0000 0.0000 0.0000 0.3334 0.0000
N49 0.0000 0.0000 0.0000 0.3483 0.0000
N50 0.0000 0.0000 0.0000 0.4263 0.0000
N51 0.0000 0.0000 0.0000 0.6836 0.0000
N52 0.0000 0.0000 0.0000 0.8236 0.0000
N53 0.0000 0.0000 0.0000 1.2232 0.0000
N54 0.0000 0.0000 0.0000 1.5730 0.0000
N55 0.0000 0.0000 0.0000 1.0620 0.0000
N56 0.0000 0.0000 0.0000 1.1364 0.0000
N57 0.0000 0.0000 0.0000 0.0051 0.0000
N58 0.0000 0.0000 0.0000 0.1210 0.0000
N59 0.0000 0.0000 0.0000 0.1593 0.0000
N60 0.0000 0.0000 0.0000 0.1024 0.0000
N61 0.0000 0.0000 0.0000 0.4235 0.0000
N62 0.0000 0.0000 0.0000 1.8324 0.0000
N63 0.0000 0.0000 0.0000 1.2978 0.0000
N64 0.0000 0.0000 0.0000 1.0497 0.0000
N65 0.0000 0.0000 0.0000 1.5636 0.0000
N66 0.0000 0.0000 0.0000 1.8473 0.0000
N67 0.0000 0.0000 0.0000 2.0076 0.0000
N68 0.0000 0.0000 0.0000 1.4565 0.0000
D1 0.0000 0.0000 0.0000 2.0024 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 0.034 percent
The Junction with the largest average change was.N67 with 0.032 percent
The Conduit with the largest sinuosity was.......5663und with 2.279
*===================================================================*
| 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 1462.3171 0.0677
N4 1295.7825 0.0600
N8 347.6072 0.0161
N13 1184.0120 0.0548
N25 1307.7529 0.0605
N28 1692.0955 0.0783
N29 1423.6702 0.0659
N30 2148.4083 0.0995
N31 2154.9547 0.0998
N32 579.3622 0.0268
N33 474.9328 0.0220
N36 422.7782 0.0196
N42 775.4806 0.0359
N44 364.5459 0.0169
N45 286.6187 0.0133
N47 255.4046 0.0118
N48 1955.8511 0.0905
N50 676.0747 0.0313
N52 202.6435 0.0094
N55 686.8192 0.0318
N56 242.9385 0.0112
N58 491.7270 See the original
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