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e10y1hr.out
From the archive Output.zip, inside RAL17/0511 - Information Request Response. File date in the archive: 2018-02-12 11:50.
99.5629
L8 2.1688 3558.0210 0.1080 203.6856 ## N8 97.8000 99.5642
L9 2.1302 3560.5871 0.4566 42.6086 ## N9 97.3700 99.5645
L10 2.1300 3562.8522 0.3860 23.9515 ## N10 97.0000 98.8677
L11 2.1461 3552.8011 0.2330 153.3983 ## N11 96.7000 97.6117
L12 2.1624 3530.7555 0.1508 240.2207 ## N12 96.1000 97.6132
L13 2.9405 4851.6586 0.1712 305.1759 ## N13 95.5000 97.6137
L14 2.9394 4839.3678 0.7031 38.0139 ## N14 94.9500 97.6144
L15 2.9381 4847.6034 0.5672 68.5162 ## N15 94.4600 94.8921
L24 2.9244 4852.3206 0.7339 78.9966 ## N24 94.0300 94.6639
L25 3.7812 6363.8904 0.6705 91.7455 ## N25 93.5900 94.1696
L26 3.7621 6381.0793 1.0340 50.8366 ## N26 92.8500 93.7987
L27 3.7600 6392.4446 0.8589 65.2513 ## N27 92.7400 93.2829
L28 0.8932 1941.9008 0.6842 9.9614 ## N28 120.5000 120.8087
L29 1.7573 3629.2977 0.9797 14.0936 ## N29 113.5000 113.8933
L30 2.2862 6161.2187 0.7125 41.4838 ## N30 105.5000 105.9008
L31 3.2921 8696.4270 0.5479 223.8997 ## N31 97.5000 98.1798
L32 3.4698 9423.5241 0.9498 75.4609 ## N32 94.8000 95.8259
L33 0.3835 542.4676 0.3712 4.5170 ## N33 97.5100 97.8661
L34 3.6660 10000.6467 0.3416 188.2938 ## N34 94.0700 94.9663
L35 3.6638 10026.5359 0.7316 68.2792 ## N35 93.9700 94.8904
L36 3.8301 10521.8720 1.4535 89.6941 ## N36 92.9800 93.6685
W2637 0.0111 2.3977 0.1065 0.0659 ## N37 92.3100 93.2157
L37 3.8933 10554.0856 0.5740 177.5313 ## N38 92.0000 93.1973
L38 7.2448 16999.3091 0.8693 117.1857 ## N39 91.9800 93.1331
L39 -7.2153 -17020.0590 -0.8037 87.3529 ## N41 91.8800 93.0102
L41 7.1612 17124.9208 0.6386 615.7297 ## N42 91.4800 92.6402
4243 7.4388 18182.8893 0.6996 631.9159 ## N43 90.6500 91.7155
4344 7.4050 18321.6420 0.8367 453.4681 ## N44 90.0000 91.0248
6869 7.4895 28286.7806 0.5252 285.1930 ## N45 89.7000 90.9948
4445 7.2894 18793.8666 0.6090 495.4692 ## N69 87.6800 89.2006
4546 7.1658 19196.4391 1.0488 306.8104 ## N46 89.3400 90.9652
4647 6.8742 19230.2837 1.0217 247.9720 ## N47 89.3200 90.9523
4754 6.5397 19550.5101 0.8584 668.3404 ## N48 90.5800 90.9539
4849 1.2533 2229.7395 0.8289 29.0659 ## N49 90.4100 90.9487
4950 1.2495 2229.2409 0.5748 23.8313 ## N50 90.3300 90.9482
5051 1.7467 3001.8128 0.9191 112.5436 ## N51 90.0700 90.9476
5152 1.7428 2998.8125 0.8450 49.9796 ## N52 89.9300 90.9475
5253 1.9445 3234.6358 1.1313 208.2271 ## N53 89.5300 90.9474
5354 1.2381 3256.2688 0.4227 1140.4063 ## N54 89.1800 90.9473
5462 6.5558 22831.0362 0.2733 612.2639 ## N55 98.9200 99.9975
5657 0.0920 17.3809 0.4009 0.0670 ## N56 98.4000 99.5407
5758 0.0783 17.7023 0.0778 0.9303 ## N57 99.2300 99.2438
5859 0.3956 631.4869 0.7188 2.0414 ## N58 92.4400 92.5769
5960 0.4951 799.1124 0.6742 2.9581 ## N59 91.6000 91.7710
6061 0.4927 802.8537 0.1675 33.6594 ## N60 91.1600 91.2702
6162 0.6119 1101.0753 1.3533 215.9293 ## N61 90.5000 90.9612
6465 7.2060 26521.8777 0.9359 342.3418 ## N62 88.9200 90.9468
6566 7.2022 26531.6235 0.7241 651.7419 ## N63 95.7500 97.0562
6667 7.4995 28200.4965 0.2639 2161.2141 ## N64 88.6300 89.7117
L595 6.6886 23896.4035 0.1915 367.9286 ## N65 88.0800 89.6733
5556ova 0.2598 165.3766 1.4296 0.9517 ## N66 87.7800 89.6550
5556unda 0.2196 618.5006 1.9654 1.7906 ## N67 87.6100 89.6436
5663ova 0.3266 304.1514 1.1413 2.3851 ## N68 87.8400 89.3609
5663und 0.2351 746.0088 2.1551 2.2079 ## D1 88.7500 90.9467
6364ova 0.2989 124.0076 0.6534 0.2402 ##
6364und 0.6250 1484.8323 3.8963 2.6131 ##
6264ova 0.1954 86.7832 0.3488 5.3107 ##
6264und 3.2391 23804.0036 3.4631 16.8291 ##
6768ova 4.2671 8153.9153 0.9769 42.9126 ##
6768und 2.0410 20118.2865 2.1469 17.1909 ##
FREE # 1 7.4895 28288.9752 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 1.0117 1668.4414
N2 N3 1.0071 1671.2295
N3 N4 0.9988 1673.3535
N4 N5 1.9211 3159.5432
N5 N6 1.9111 3167.1210
N6 N7 1.9218 3168.2506
N7 N8 1.9283 3167.5221
N8 N9 2.1688 3558.0210
N9 N10 2.1302 3560.5871
N10 N11 2.1300 3562.8522
N11 N12 2.1461 3552.8011
N12 N13 2.1624 3530.7555
N13 N14 2.9405 4851.6586
N14 N15 2.9394 4839.3678
N15 N24 2.9381 4847.6034
N24 N25 2.9244 4852.3206
N25 N26 3.7812 6363.8904
N26 N27 3.7621 6381.0793
N27 N38 3.7600 6392.4446
N28 N29 0.8932 1941.9008
N29 N30 1.7573 3629.2977
N30 N31 2.2862 6161.2187
N31 N32 3.2921 8696.4270
N32 N34 3.4698 9423.5241
N33 N34 0.3835 542.4676
N34 N35 3.6660 10000.6467
N35 N36 3.6638 10026.5359
N36 N37 3.8301 10521.8720
N26 N37 0.0111 2.3977
N37 N38 3.8933 10554.0856
N38 N39 7.2448 16999.3091
N41 N39 7.2153 17020.0590
N41 N42 7.1612 17124.9208
N42 N43 7.4388 18182.8893
N43 N44 7.4050 18321.6420
N68 N69 7.4895 28286.7806
N44 N45 7.2894 18793.8666
N45 N46 7.1658 19196.4391
N46 N47 6.8742 19230.2837
N47 N54 6.5397 19550.5101
N48 N49 1.2533 2229.7395
N49 N50 1.2495 2229.2409
N50 N51 1.7467 3001.8128
N51 N52 1.7428 2998.8125
N52 N53 1.9445 3234.6358
N53 N54 1.2381 3256.2688
N54 N62 6.5558 22831.0362
N56 N57 0.0920 17.3809
N57 N58 0.0783 17.7023
N58 N59 0.3956 631.4869
N59 N60 0.4951 799.1124
N60 N61 0.4927 802.8537
N61 N62 0.6119 1101.0753
N64 N65 7.2060 26521.8777
N65 N66 7.2022 26531.6235
N66 N67 7.4995 28200.4965
N62 D1 6.6886 23896.4035
N55 N56 0.4794 783.8772
N56 N63 0.5617 1050.1601
N63 N64 0.9217 1608.8399
D1 N64 6.6734 23890.7868
N67 N68 7.4904 28272.2019
#########################################################
# 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 103.5778 102.2977 Natural
L2 N2 N3 101.7100 100.3800 102.2977 101.0528 Natural
L3 N3 N4 100.3800 99.4600 101.0528 100.3579 Natural
L4 N4 N5 99.4600 99.0400 100.3579 99.8959 Natural
L5 N5 N6 99.0400 98.8600 99.8959 99.5533 Natural
L6 N6 N7 98.8600 98.3300 99.5533 99.5629 Natural
L7 N7 N8 98.3300 97.8000 99.5629 99.5642 Natural
L8 N8 N9 97.8000 97.3700 99.5642 99.5645 Natural
L9 N9 N10 99.2200 99.2100 99.5645 99.3920 Natural
L10 N10 N11 98.7000 96.7000 98.8677 97.6117 Natural
L11 N11 N12 96.7000 96.1000 97.6117 97.6132 Natural
L12 N12 N13 96.1000 95.5000 97.6132 97.6137 Natural
L13 N13 N14 95.5000 94.9500 97.6137 97.6144 Natural
L14 N14 N15 97.1400 97.1300 97.6144 97.5259 Natural
L15 N15 N24 94.4600 94.0300 94.8921 94.6639 Natural
L24 N24 N25 94.0300 93.5900 94.6639 94.1696 Natural
L25 N25 N26 93.5900 92.8500 94.1696 93.7987 Natural
L26 N26 N27 92.8500 92.7400 93.7987 93.2829 Natural
L27 N27 N38 92.7400 92.0000 93.2829 93.1973 Natural
L28 N28 N29 120.5000 113.5000 120.8087 113.8933 Natural
L29 N29 N30 113.5000 105.5000 113.8933 105.9008 Natural
L30 N30 N31 105.5000 97.5000 105.9008 98.1798 Natural
L31 N31 N32 97.5000 94.8000 98.1798 95.8259 Natural
L32 N32 N34 94.8000 94.0700 95.8259 94.9663 Natural
L33 N33 N34 97.5100 97.1200 97.8661 97.3131 Natural
L34 N34 N35 94.0700 93.9700 94.9663 94.8904 Natural
L35 N35 N36 93.9700 92.9800 94.8904 93.6685 Natural
L36 N36 N37 92.9800 92.3100 93.6685 93.2157 Natural
W2637 N26 N37 93.7200 93.6200 93.7987 93.6280 Natural
L37 N37 N38 92.3100 92.0000 93.2157 93.1973 Natural
L38 N38 N39 92.0000 91.9800 93.1973 93.1331 Natural
L39 N41 N39 92.1800 91.9800 93.0102 93.1331 Natural
L41 N41 N42 91.8800 91.4800 93.0102 92.6402 Natural
4243 N42 N43 91.4800 90.6500 92.6402 91.7155 Natural
4344 N43 N44 90.6500 90.0000 91.7155 91.0248 Natural
6869 N68 N69 87.8400 87.6800 89.3609 89.2006 Natural
4445 N44 N45 90.0000 89.7000 91.0248 90.9948 Natural
4546 N45 N46 89.7000 89.3400 90.9948 90.9652 Natural
4647 N46 N47 89.3400 89.3200 90.9652 90.9523 Natural
4754 N47 N54 89.3200 89.1800 90.9523 90.9473 Natural
4849 N48 N49 90.5800 90.4100 90.9539 90.9487 Natural
4950 N49 N50 90.4100 90.3300 90.9487 90.9482 Natural
5051 N50 N51 90.3300 90.0700 90.9482 90.9476 Natural
5152 N51 N52 90.0700 89.9300 90.9477 90.9475 Natural
5253 N52 N53 89.9300 89.5300 90.9475 90.9474 Natural
5354 N53 N54 89.5300 89.2600 90.9474 90.9473 Natural
5462 N54 N62 89.2600 88.9200 90.9473 90.9468 Natural
5657 N56 N57 99.5300 99.2300 99.5407 99.2438 Natural
5758 N57 N58 99.2300 92.4400 99.2438 92.5769 Natural
5859 N58 N59 92.4400 91.6000 92.5769 91.7710 Natural
5960 N59 N60 91.6000 91.1600 91.7710 91.2702 Natural
6061 N60 N61 91.1600 90.5000 91.2702 90.9612 Natural
6162 N61 N62 90.5000 88.9200 90.9612 90.9468 Natural
6465 N64 N65 88.6300 88.0800 89.7117 89.6733 Natural
6566 N65 N66 88.0800 87.7800 89.6733 89.6550 Natural
6667 N66 N67 87.7800 87.6100 89.6550 89.6436 Natural
L595 N62 D1 88.9200 88.7500 90.9468 90.9467 Natural
5556ova N55 N56 99.8500 99.4000 99.9975 99.5469 Natural
5556unda N55 N56 98.9200 98.4700 99.9975 99.5407 Circular
5663ova N56 N63 99.4000 98.0000 99.5407 98.1405 Natural
5663und N56 N63 98.4000 97.0000 99.5407 97.3423 Circular
6364ova N63 N64 97.0000 89.9000 97.0562 89.9350 Natural
6364und N63 N64 95.7500 88.6300 97.0562 89.7117 Circular
6264ova D1 N64 90.8800 90.8600 90.9467 90.9005 Natural
6264und D1 N64 88.7500 88.6300 90.9467 89.7117 Circular
6768ova N67 N68 89.4000 89.3800 89.6436 89.5803 Natural
6768und N67 N68 87.9600 87.8400 89.6436 89.3609 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 -1.8911 -0.0567 0.0070 0.0427 0.0191 -1.8674 3335.5647 0
N2 -2.8461 -0.0852 0.0106 0.0587 0.0320 -2.8194 3339.6709 0
N3 -2.2650 -0.0677 0.0084 0.0920 0.0418 -2.2148 3344.5830 0
N4 -11.9039 -0.1887 0.0444 0.6816 0.5043 -11.7266 6307.9159 0
N5 -9.2489 -0.1461 0.0345 3.6750 3.3110 -8.8848 6326.6642 0
N6 -3.2371 -0.0510 0.0121 12.4317 11.7576 -2.5630 6335.3715 0
N7 -3.2591 -0.0511 0.0121 45.3160 43.8313 -1.7744 6335.7727 0
N8 -4.8745 -0.0674 0.0182 109.4942 106.8681 -2.2484 7121.1744 0
N9 -9.5751 -0.1331 0.0357 74.8229 73.1453 -7.8976 7118.6081 0
N10 -5.0379 -0.0706 0.0188 11.9665 9.7524 -2.8238 7123.4393 0
N11 -5.9849 -0.0836 0.0223 51.9443 38.5099 7.4495 7115.6533 0
N12 -5.0372 -0.0700 0.0188 122.9430 97.8684 20.0373 7083.5566 0
N13 -5.8705 -0.0593 0.0219 187.3553 158.1721 23.3127 9729.6643 0
N14 -7.7971 -0.0796 0.0291 107.4777 91.9529 7.7277 9691.0264 0
N15 -10.7463 -0.1109 0.0401 2.0483 0.3448 -9.0427 9686.9712 0
N24 -7.7446 -0.0798 0.0289 2.3326 0.3711 -5.7830 9699.9240 0
N25 -24.2169 -0.1906 0.0903 0.8615 0.1385 -23.4939 12704.7679 0
N26 -21.8762 -0.1716 0.0815 0.9783 0.1969 -21.0949 12747.3674 0
N27 -12.3320 -0.0965 0.0460 1.4143 1.0823 -12.0000 12773.5239 0
N28 -10.1629 -0.2623 0.0379 0.9453 1.6180 -10.8356 3873.1217 0
N29 -64.3204 -0.8936 0.2397 3.7225 4.2408 -64.8387 7194.0770 0
N30 -78.8815 -0.6431 0.2940 16.5151 5.8328 -68.1992 12254.3076 0
N31 -99.1088 -0.5722 0.3694 19.7255 3.5660 -82.9493 17310.2729 0
N32 -73.7662 -0.3927 0.2749 6.5941 0.3904 -67.5625 18779.3466 0
N33 -2.3396 -0.2160 0.0087 0.0161 0.0166 -2.3401 1083.0212 0
N34 -39.7573 -0.1991 0.1482 3.0550 0.1996 -36.9019 19966.6383 0
N35 -31.0001 -0.1548 0.1155 3.1284 0.2111 -28.0828 20027.1826 0
N36 -16.1535 -0.0768 0.0602 0.8873 0.1051 -15.3712 21029.6054 0
N37 -30.5399 -0.1449 0.1138 2.3529 1.7151 -29.9021 21078.3554 0
N38 -56.1705 -0.1654 0.2094 4.8866 4.6640 -55.9478 33945.8393 0
N39 -23.1914 -0.0682 0.0864 3.4585 3.7171 -23.4500 34019.3681 0
N41 -109.7207 -0.3213 0.4089 5.4016 1.9932 -106.3122 34144.9798 0
N42 -183.1359 -0.5060 0.6826 6.7006 0.0000 -176.4353 36190.4945 0
N43 -145.3960 -0.3983 0.5419 5.0448 0.0000 -140.3512 36504.5312 0
N44 -63.6670 -0.1696 0.2373 5.0940 0.0000 -58.5730 37530.4572 0
N45 -80.6364 -0.2104 0.3005 3.7948 0.0000 -76.8416 38316.9233 0
N69 -4.7869 -0.0085 0.0178 2.4364 0.0000 -2.3504 56575.7558 0
N46 -38.0301 -0.0990 0.1417 2.7702 0.0000 -35.2599 38426.7229 0
N47 -33.5183 -0.0858 0.1249 3.4930 0.0000 -30.0253 39072.1943 0
N48 -3.3685 -0.0756 0.0126 0.0703 0.0000 -3.2982 4456.7421 0
N49 0.0610 0.0014 0.0002 0.1517 0.0000 0.2126 4458.9804 0
N50 -5.0258 -0.0838 0.0187 0.1904 0.0000 -4.8354 5999.1321 0
N51 2.9246 0.0487 0.0109 0.1956 0.0000 3.1201 6000.6254 0
N52 -5.7112 -0.0884 0.0213 0.1885 0.0000 -5.5228 6464.1035 0
N53 -23.6267 -0.3639 0.0881 1.6705 0.0000 -21.9562 6490.9046 0
N54 -31.7952 -0.0697 0.1185 4.4079 0.0000 -27.3873 45637.8151 0
N55 -0.4841 -0.0309 0.0018 0.0112 0.0000 -0.4730 1567.4848 0
N56 -7.2295 -0.3397 0.0269 0.0422 0.0000 -7.1873 2127.9559 0
N57 -0.4183 -1.1910 0.0016 0.0729 0.0000 -0.3454 35.0831 0
N58 -54.2722 -4.4891 0.2023 0.0977 0.0000 -54.1745 1208.9174 0
N59 -2.9593 -0.1855 0.0110 0.0445 0.0000 -2.9148 1595.3626 0
N60 -3.8480 -0.2402 0.0143 0.0902 0.0000 -3.7578 1601.9662 0
N61 -34.8637 -1.6083 0.1299 0.1011 0.0000 -34.7626 2167.6434 0
N62 21.8797 0.0457 0.0815 2.2787 0.0000 24.1584 47828.5151 0
N63 -2.4920 -0.0774 0.0093 0.9002 0.0000 -1.5918 3219.1117 0
N64 -42.9143 -0.0810 0.1599 2.2278 0.0000 -40.6865 53002.6665 0
N65 -12.8108 -0.0241 0.0477 2.9283 0.0000 -9.8825 53053.5012 0
N66 -115.1333 -0.2044 0.4291 19.1117 0.0000 -96.0216 56305.8763 0
N67 -91.4587 -0.1619 0.3409 17.5798 0.0000 -73.8789 56472.6984 0
N68 -17.7612 -0.0314 0.0662 2.6701 0.0000 -15.0911 56558.9824 0
D1 -41.9579 -0.0878 0.1564 1.3134 0.0000 -40.6445 47787.1903 0
The total continuity error was -1813.3 cubic meters
The remaining total volume was 892.30 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 1666.6713 0.0000 0.0000 0.0000 -0.0001 0.0000 0.0000
N4 0.0000 0.0000 1474.5840 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N8 0.0000 0.0000 395.4969 0.0000 0.0000 0.0000 -0.0049 0.0000 0.0000
N13 0.0000 0.0000 1346.8169 0.0000 0.0000 0.0000 -0.0010 0.0000 0.0000
N25 0.0000 0.0000 1488.0860 0.0000 0.0000 0.0000 -0.0001 0.0000 0.0000
N28 0.0000 0.0000 1930.8259 0.0000 0.0000 0.0000 -0.0001 0.0000 0.0000
N29 0.0000 0.0000 1622.4176 0.0000 0.0000 0.0000 -0.0006 0.0000 0.0000
N30 0.0000 0.0000 2463.5932 0.0000 0.0000 0.0000 0.0007 0.0000 0.0000
N31 0.0000 0.0000 2451.8441 0.0000 0.0000 0.0000 0.0003 0.0000 0.0000
N32 0.0000 0.0000 659.1627 0.0000 0.0000 0.0000 0.0002 0.0000 0.0000
N33 0.0000 0.0000 540.3686 0.0000 0.0000 0.0000 -0.0001 0.0000 0.0000
N36 0.0000 0.0000 481.0292 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N42 0.0000 0.0000 882.4022 0.0000 0.0000 0.0000 0.0002 0.0000 0.0000
N44 0.0000 0.0000 414.8139 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N45 0.0000 0.0000 326.5221 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 28288.9752 0.0000 0.0000
N47 0.0000 0.0000 291.3261 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N48 0.0000 0.0000 2226.4480 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N50 0.0000 0.0000 767.8343 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N52 0.0000 0.0000 230.5757 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N55 0.0000 0.0000 783.3898 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N56 0.0000 0.0000 276.4535 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N58 0.0000 0.0000 559.5519 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N59 0.0000 0.0000 164.7049 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N61 0.0000 0.0000 263.6225 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N63 0.0000 0.0000 559.9222 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N64 0.0000 0.0000 980.8562 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N66 0.0000 0.0000 1573.2760 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 0.7478 0.0000
N2 0.0000 0.0000 0.0000 0.5877 0.0000
N3 0.0000 0.0000 0.0000 0.6728 0.0000
N4 0.0000 0.0000 0.0000 0.8979 0.0000
N5 0.0000 0.0000 0.0000 0.8559 0.0000
N6 0.0000 0.0000 0.0000 0.6933 0.0000
N7 0.0000 0.0000 0.0000 1.2329 0.0000
N8 0.0000 0.0000 0.0000 1.7642 0.0000
N9 0.0000 0.0000 0.0000 2.1945 0.0000
N10 0.0000 0.0000 0.0000 1.8677 0.0000
N11 0.0000 0.0000 0.0000 0.9117 0.0000
N12 0.0000 0.0000 0.0000 1.5132 0.0000
N13 0.0000 0.0000 0.0000 2.1137 0.0000
N14 0.0000 0.0000 0.0000 2.6644 0.0000
N15 0.0000 0.0000 0.0000 0.4321 0.0000
N24 0.0000 0.0000 0.0000 0.6339 0.0000
N25 0.0000 0.0000 0.0000 0.5796 0.0000
N26 0.0000 0.0000 0.0000 0.9487 0.0000
N27 0.0000 0.0000 0.0000 0.5429 0.0000
N28 0.0000 0.0000 0.0000 0.3087 0.0000
N29 0.0000 0.0000 0.0000 0.3933 0.0000
N30 0.0000 0.0000 0.0000 0.4008 0.0000
N31 0.0000 0.0000 0.0000 0.6798 0.0000
N32 0.0000 0.0000 0.0000 1.0259 0.0000
N33 0.0000 0.0000 0.0000 0.3561 0.0000
N34 0.0000 0.0000 0.0000 0.8963 0.0000
N35 0.0000 0.0000 0.0000 0.9204 0.0000
N36 0.0000 0.0000 0.0000 0.6885 0.0000
N37 0.0000 0.0000 0.0000 0.9057 0.0000
N38 0.0000 0.0000 0.0000 1.1973 0.0000
N39 0.0000 0.0000 0.0000 1.1531 0.0000
N41 0.0000 0.0000 0.0000 1.1302 0.0000
N42 0.0000 0.0000 0.0000 1.1602 0.0000
N43 0.0000 0.0000 0.0000 1.0655 0.0000
N44 0.0000 0.0000 0.0000 1.0248 0.0000
N45 0.0000 0.0000 0.0000 1.2948 0.0000
N69 0.0000 0.0000 0.0000 1.5206 0.0000
N46 0.0000 0.0000 0.0000 1.6252 0.0000
N47 0.0000 0.0000 0.0000 1.6323 0.0000
N48 0.0000 0.0000 0.0000 0.3739 0.0000
N49 0.0000 0.0000 0.0000 0.5387 0.0000
N50 0.0000 0.0000 0.0000 0.6182 0.0000
N51 0.0000 0.0000 0.0000 0.8777 0.0000
N52 0.0000 0.0000 0.0000 1.0175 0.0000
N53 0.0000 0.0000 0.0000 1.4174 0.0000
N54 0.0000 0.0000 0.0000 1.7673 0.0000
N55 0.0000 0.0000 0.0000 1.0775 0.0000
N56 0.0000 0.0000 0.0000 1.1407 0.0000
N57 0.0000 0.0000 0.0000 0.0138 0.0000
N58 0.0000 0.0000 0.0000 0.1369 0.0000
N59 0.0000 0.0000 0.0000 0.1710 0.0000
N60 0.0000 0.0000 0.0000 0.1102 0.0000
N61 0.0000 0.0000 0.0000 0.4612 0.0000
N62 0.0000 0.0000 0.0000 2.0268 0.0000
N63 0.0000 0.0000 0.0000 1.3062 0.0000
N64 0.0000 0.0000 0.0000 1.0817 0.0000
N65 0.0000 0.0000 0.0000 1.5933 0.0000
N66 0.0000 0.0000 0.0000 1.8750 0.0000
N67 0.0000 0.0000 0.0000 2.0336 0.0000
N68 0.0000 0.0000 0.0000 1.5209 0.0000
D1 0.0000 0.0000 0.0000 2.1967 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 0.040 percent
The Junction with the largest average change was.D1 with 0.034 percent
The Conduit with the largest sinuosity was.......6364und with 5.417
*===================================================================*
| 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 1667.1233 0.0772
N4 1475.0192 0.0683
N8 395.6313 0.0183
N13 1347.2502 0.0624
N25 1488.5570 0.0689
N28 1931.2209 0.0894
N29 1622.8785 0.0751
N30 2463.7912 0.1141
N31 2452.6272 0.1135
N32 659.3954 0.0305
N33 540.5536 0.0250
N36 481.1974 0.0223
N42 882.6844 0.0409
N44 414.9486 0.0192
N45 326.6176 0.0151
N47 291.4006 0.0135
N48 2227.0027 0.1031
N50 768.0783 0.0356
N52 230.6552 0.0107
N55 783.6076 0.0363
N56 276.5378 0.0128
N58 559.7282 See the original
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