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e2y1hr.out
From the archive Output.zip, inside RAL17/0511 - Information Request Response. File date in the archive: 2018-02-12 12:06.
99.5178
L8 1.4122 2470.6056 0.0736 194.7268 ## N8 97.8000 99.5185
L9 1.3917 2473.4675 0.3753 33.5232 ## N9 97.3700 99.5186
L10 1.3916 2475.2144 0.2724 21.0260 ## N10 97.0000 98.8302
L11 1.3977 2464.9155 0.1600 145.5406 ## N11 96.7000 97.5800
L12 1.4033 2441.9053 0.1014 231.7918 ## N12 96.1000 97.5804
L13 1.9555 3353.8389 0.1186 293.0363 ## N13 95.5000 97.5805
L14 1.9556 3340.3304 0.5595 30.8095 ## N14 94.9500 97.5808
L15 1.9531 3346.7663 0.4744 54.4128 ## N15 94.4600 94.8067
L24 1.9366 3350.6559 0.6419 59.4892 ## N24 94.0300 94.5843
L25 2.5269 4405.1519 0.5755 71.3834 ## N25 93.5900 94.0793
L26 2.5199 4420.2648 0.8926 39.3638 ## N26 92.8500 93.6613
L27 2.5187 4428.8538 0.7569 49.2279 ## N27 92.7400 93.1985
L28 0.5573 1340.2026 0.6059 5.6437 ## N28 120.5000 120.7428
L29 1.1224 2513.5915 0.8594 7.9521 ## N29 113.5000 113.8124
L30 1.4493 4239.1279 0.6228 24.7098 ## N30 105.5000 105.8106
L31 2.1504 5998.4197 0.5337 124.5321 ## N31 97.5000 98.0577
L32 2.2938 6508.3080 0.8469 56.1848 ## N32 94.8000 95.6736
L33 0.2610 377.6362 0.3445 2.8502 ## N33 97.5100 97.8270
L34 2.4375 6912.1050 0.2794 153.3541 ## N34 94.0700 94.8565
L35 2.4357 6929.1444 0.7030 39.3922 ## N35 93.9700 94.7974
L36 2.5553 7273.5630 1.4445 49.6991 ## N36 92.9800 93.5705
W2637 0.0000 0.0000 0.0000 0.0001 ## N37 92.3100 93.0511
L37 2.5873 7292.9040 0.5083 129.1835 ## N38 92.0000 93.0317
L38 4.8153 11762.7288 0.8087 83.8459 ## N39 91.9800 92.9631
L39 -4.8010 -11778.3302 -0.7217 63.9103 ## N41 91.8800 92.8352
L41 4.7776 11864.0000 0.5582 468.5100 ## N42 91.4800 92.4533
4243 5.0192 12624.2916 0.6869 439.1175 ## N43 90.6500 91.5975
4344 4.9645 12715.2439 0.7746 308.7813 ## N44 90.0000 90.7577
6869 5.4047 19685.7168 0.4839 223.3903 ## N45 89.7000 90.6672
4445 5.0607 13073.8584 0.5292 319.6979 ## N69 87.6800 89.0075
4546 5.1507 13365.3599 1.0494 147.7146 ## N46 89.3400 90.4629
4647 5.0452 13393.3814 0.9816 130.9293 ## N47 89.3200 90.4189
4754 4.9172 13625.5710 0.8452 334.7445 ## N48 90.5800 90.8753
4849 0.8054 1550.3146 0.7489 12.8059 ## N49 90.4100 90.6812
4950 0.8052 1553.4192 0.4888 9.9864 ## N50 90.3300 90.6598
5051 1.1442 2096.5128 0.7587 28.4129 ## N51 90.0700 90.4010
5152 1.1392 2097.9051 0.6700 14.3504 ## N52 89.9300 90.3992
5253 1.2589 2265.2706 1.0673 78.8172 ## N53 89.5300 90.3978
5354 1.1945 2279.4116 0.3631 662.9727 ## N54 89.1800 90.3975
5462 5.0413 15932.0618 0.2725 389.6959 ## N55 98.9200 99.9519
5657 0.0000 0.0000 0.0000 0.0000 ## N56 98.4000 99.5120
5758 0.0000 0.0000 0.0000 0.4105 ## N57 99.2300 99.2300
5859 0.2493 390.0753 0.5834 1.3440 ## N58 92.4400 92.5465
5960 0.3297 506.5780 0.5869 1.8954 ## N59 91.6000 91.7448
6061 0.3269 509.1118 0.2624 20.7644 ## N60 91.1600 91.2526
6162 0.4337 711.8811 1.2792 107.1867 ## N61 90.5000 90.8774
6465 5.6010 18476.4630 0.9093 290.6312 ## N62 88.9200 90.3965
6566 5.3539 18485.9242 0.6733 586.9232 ## N63 95.7500 97.0125
6667 5.4398 19641.0395 0.2547 1985.9545 ## N64 88.6300 89.6103
L595 5.1635 16643.2253 0.1915 242.5758 ## N65 88.0800 89.5761
5556ova 0.0984 35.3684 1.0635 0.3703 ## N66 87.7800 89.5628
5556unda 0.2141 506.4284 1.9180 1.7906 ## N67 87.6100 89.5555
5663ova 0.1713 98.0974 0.9366 1.2051 ## N68 87.8400 89.1677
5663und 0.2330 640.1598 2.1385 2.1986 ## D1 88.7500 90.3963
6364ova 0.0146 1.3565 0.1951 0.0016 ##
6364und 0.6248 1119.8715 3.8986 2.1182 ##
6264ova 0.0000 0.0000 0.0000 0.0000 ##
6264und 2.5645 16641.3490 2.8632 16.3729 ##
6768ova 1.5879 1640.5781 0.7269 21.2940 ##
6768und 2.0330 18034.1220 2.1381 17.1888 ##
FREE # 1 5.4047 19687.3737 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 0.6622 1155.7202
N2 N3 0.6562 1157.7033
N3 N4 0.6507 1159.2789
N4 N5 1.2625 2194.1033
N5 N6 1.2549 2199.3875
N6 N7 1.2539 2200.6581
N7 N8 1.2499 2200.0873
N8 N9 1.4122 2470.6056
N9 N10 1.3917 2473.4675
N10 N11 1.3916 2475.2144
N11 N12 1.3977 2464.9155
N12 N13 1.4033 2441.9053
N13 N14 1.9555 3353.8389
N14 N15 1.9556 3340.3304
N15 N24 1.9531 3346.7663
N24 N25 1.9366 3350.6559
N25 N26 2.5269 4405.1519
N26 N27 2.5199 4420.2648
N27 N38 2.5187 4428.8538
N28 N29 0.5573 1340.2026
N29 N30 1.1224 2513.5915
N30 N31 1.4493 4239.1279
N31 N32 2.1504 5998.4197
N32 N34 2.2938 6508.3080
N33 N34 0.2610 377.6362
N34 N35 2.4375 6912.1050
N35 N36 2.4357 6929.1444
N36 N37 2.5553 7273.5630
N37 N38 2.5873 7292.9040
N38 N39 4.8153 11762.7288
N41 N39 4.8010 11778.3302
N41 N42 4.7776 11864.0000
N42 N43 5.0192 12624.2916
N43 N44 4.9645 12715.2439
N68 N69 5.4047 19685.7168
N44 N45 5.0607 13073.8584
N45 N46 5.1507 13365.3599
N46 N47 5.0452 13393.3814
N47 N54 4.9172 13625.5710
N48 N49 0.8054 1550.3146
N49 N50 0.8052 1553.4192
N50 N51 1.1442 2096.5128
N51 N52 1.1392 2097.9051
N52 N53 1.2589 2265.2706
N53 N54 1.1945 2279.4116
N54 N62 5.0413 15932.0618
N58 N59 0.2493 390.0753
N59 N60 0.3297 506.5780
N60 N61 0.3269 509.1118
N61 N62 0.4337 711.8811
N64 N65 5.6010 18476.4630
N65 N66 5.3539 18485.9242
N66 N67 5.4398 19641.0395
N62 D1 5.1635 16643.2253
N55 N56 0.3123 541.7968
N56 N63 0.4043 738.2573
N63 N64 0.6390 1121.2280
D1 N64 5.1291 16641.3490
N67 N68 5.4057 19674.7000
#########################################################
# 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 103.4684 102.2103 Natural
L2 N2 N3 101.7100 100.3800 102.2103 100.9531 Natural
L3 N3 N4 100.3800 99.4600 100.9531 100.2324 Natural
L4 N4 N5 99.4600 99.0400 100.2324 99.7690 Natural
L5 N5 N6 99.0400 98.8600 99.7690 99.5115 Natural
L6 N6 N7 98.8600 98.3300 99.5116 99.5178 Natural
L7 N7 N8 98.3300 97.8000 99.5177 99.5185 Natural
L8 N8 N9 97.8000 97.3700 99.5185 99.5186 Natural
L9 N9 N10 99.2200 99.2100 99.5186 99.3687 Natural
L10 N10 N11 98.7000 96.7000 98.8302 97.5800 Natural
L11 N11 N12 96.7000 96.1000 97.5800 97.5805 Natural
L12 N12 N13 96.1000 95.5000 97.5804 97.5805 Natural
L13 N13 N14 95.5000 94.9500 97.5805 97.5808 Natural
L14 N14 N15 97.1400 97.1300 97.5808 97.5211 Natural
L15 N15 N24 94.4600 94.0300 94.8067 94.5843 Natural
L24 N24 N25 94.0300 93.5900 94.5843 94.0793 Natural
L25 N25 N26 93.5900 92.8500 94.0793 93.6613 Natural
L26 N26 N27 92.8500 92.7400 93.6613 93.1985 Natural
L27 N27 N38 92.7400 92.0000 93.1985 93.0317 Natural
L28 N28 N29 120.5000 113.5000 120.7428 113.8124 Natural
L29 N29 N30 113.5000 105.5000 113.8124 105.8106 Natural
L30 N30 N31 105.5000 97.5000 105.8106 98.0577 Natural
L31 N31 N32 97.5000 94.8000 98.0577 95.6736 Natural
L32 N32 N34 94.8000 94.0700 95.6736 94.8565 Natural
L33 N33 N34 97.5100 97.1200 97.8270 97.2851 Natural
L34 N34 N35 94.0700 93.9700 94.8565 94.7974 Natural
L35 N35 N36 93.9700 92.9800 94.7974 93.5705 Natural
L36 N36 N37 92.9800 92.3100 93.5705 93.0511 Natural
W2637 N26 N37 93.7200 93.6200 93.0511 93.0511 Natural
L37 N37 N38 92.3100 92.0000 93.0511 93.0317 Natural
L38 N38 N39 92.0000 91.9800 93.0317 92.9631 Natural
L39 N41 N39 92.1800 91.9800 92.8352 92.9631 Natural
L41 N41 N42 91.8800 91.4800 92.8352 92.4533 Natural
4243 N42 N43 91.4800 90.6500 92.4533 91.5975 Natural
4344 N43 N44 90.6500 90.0000 91.5975 90.7577 Natural
6869 N68 N69 87.8400 87.6800 89.1677 89.0075 Natural
4445 N44 N45 90.0000 89.7000 90.7577 90.6672 Natural
4546 N45 N46 89.7000 89.3400 90.6672 90.4629 Natural
4647 N46 N47 89.3400 89.3200 90.4629 90.4189 Natural
4754 N47 N54 89.3200 89.1800 90.4189 90.3975 Natural
4849 N48 N49 90.5800 90.4100 90.8753 90.6812 Natural
4950 N49 N50 90.4100 90.3300 90.6812 90.6598 Natural
5051 N50 N51 90.3300 90.0700 90.6598 90.4010 Natural
5152 N51 N52 90.0700 89.9300 90.4010 90.3992 Natural
5253 N52 N53 89.9300 89.5300 90.3992 90.3978 Natural
5354 N53 N54 89.5300 89.2600 90.3978 90.3975 Natural
5462 N54 N62 89.2600 88.9200 90.3975 90.3965 Natural
5657 N56 N57 99.5300 99.2300 99.2300 99.2300 Natural
5758 N57 N58 99.2300 92.4400 99.2300 92.5465 Natural
5859 N58 N59 92.4400 91.6000 92.5465 91.7448 Natural
5960 N59 N60 91.6000 91.1600 91.7448 91.2526 Natural
6061 N60 N61 91.1600 90.5000 91.2526 90.8774 Natural
6162 N61 N62 90.5000 88.9200 90.8774 90.3965 Natural
6465 N64 N65 88.6300 88.0800 89.6103 89.5761 Natural
6566 N65 N66 88.0800 87.7800 89.5761 89.5628 Natural
6667 N66 N67 87.7800 87.6100 89.5628 89.5555 Natural
L595 N62 D1 88.9200 88.7500 90.3965 90.3963 Natural
5556ova N55 N56 99.8500 99.4000 99.9519 99.5120 Natural
5556unda N55 N56 98.9200 98.4700 99.9519 99.5120 Circular
5663ova N56 N63 99.4000 98.0000 99.5120 98.1112 Natural
5663und N56 N63 98.4000 97.0000 99.5120 97.3413 Circular
6364ova N63 N64 97.0000 89.9000 97.0125 89.9017 Natural
6364und N63 N64 95.7500 88.6300 97.0125 89.6103 Circular
6264ova D1 N64 90.8800 90.8600 89.6103 89.6103 Natural
6264und D1 N64 88.7500 88.6300 90.3963 89.6103 Circular
6768ova N67 N68 89.4000 89.3800 89.5555 89.4972 Natural
6768und N67 N68 87.9600 87.8400 89.5555 89.1677 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 -1.3016 -0.0563 0.0070 0.0420 0.0191 -1.2787 2310.5146 0
N2 -2.0215 -0.0874 0.0109 0.0577 0.0320 -1.9958 2313.4235 0
N3 -1.7125 -0.0739 0.0092 0.0905 0.0418 -1.6638 2316.9822 0
N4 -8.7386 -0.1995 0.0469 0.6763 0.5043 -8.5667 4379.9796 0
N5 -6.5410 -0.1488 0.0351 3.6635 3.3110 -6.1885 4393.4908 0
N6 -3.0583 -0.0693 0.0164 12.4157 11.7576 -2.4003 4400.0456 0
N7 -3.3186 -0.0747 0.0178 45.2910 43.8313 -1.8589 4400.7454 0
N8 -4.5624 -0.0903 0.0245 109.4554 106.8681 -1.9751 4946.1454 0
N9 -9.6142 -0.1916 0.0517 74.7984 73.1453 -7.9611 4944.0732 0
N10 -4.4257 -0.0892 0.0238 11.9385 9.7524 -2.2396 4948.6820 0
N11 -5.2747 -0.1058 0.0283 51.8260 38.5099 8.0413 4940.1299 0
N12 -3.8660 -0.0771 0.0208 122.7503 97.8684 21.0159 4906.8208 0
N13 -5.2128 -0.0755 0.0280 187.1329 158.1721 23.7480 6734.5662 0
N14 -6.3926 -0.0941 0.0343 107.3542 91.9529 9.0087 6694.1693 0
N15 -8.9979 -0.1345 0.0483 2.0309 0.3448 -7.3118 6687.0967 0
N24 -6.6624 -0.0995 0.0358 2.3116 0.3711 -4.7218 6697.4222 0
N25 -19.4060 -0.2207 0.1043 0.8494 0.1385 -18.6951 8792.0351 0
N26 -17.3732 -0.1968 0.0933 0.9659 0.1969 -16.6042 8825.4167 0
N27 -9.5206 -0.1076 0.0512 1.3935 1.0823 -9.2094 8849.1186 0
N28 -6.3693 -0.2381 0.0342 0.9259 1.6180 -7.0614 2673.4079 0
N29 -48.0611 -0.9647 0.2582 3.5723 4.2408 -48.7296 4978.3266 0
N30 -58.8679 -0.6975 0.3163 15.6903 5.8328 -49.0104 8429.1403 0
N31 -67.1825 -0.5619 0.3609 18.8200 3.5660 -51.9285 11945.3873 0
N32 -56.5531 -0.4361 0.3038 6.3488 0.3904 -50.5948 12965.8409 0
N33 -1.5524 -0.2059 0.0083 0.0159 0.0166 -1.5531 753.9871 0
N34 -30.7431 -0.2228 0.1652 2.8996 0.1996 -28.0430 13798.0492 0
N35 -21.7332 -0.1570 0.1168 2.9781 0.2111 -18.9663 13841.2494 0
N36 -11.4340 -0.0786 0.0614 0.8414 0.1051 -10.6976 14537.7185 0
N37 -20.3571 -0.1397 0.1094 2.2879 1.7151 -19.7843 14566.4670 0
N38 -44.2945 -0.1886 0.2380 4.7982 4.6640 -44.1603 23484.4866 0
N39 -18.0781 -0.0768 0.0971 3.4123 3.7171 -18.3829 23541.0591 0
N41 -90.3226 -0.3820 0.4853 5.1906 1.9932 -87.1252 23642.3302 0
N42 -152.7585 -0.6085 0.8207 6.3512 0.0000 -146.4073 25102.7731 0
N43 -96.9768 -0.3827 0.5210 4.7354 0.0000 -92.2414 25339.5356 0
N44 -75.9257 -0.2911 0.4079 4.7793 0.0000 -71.1465 26077.9504 0
N45 -69.9503 -0.2623 0.3758 3.5833 0.0000 -66.3670 26665.7767 0
N69 -4.1122 -0.0104 0.0221 2.2974 0.0000 -1.8148 39373.0904 0
N46 -32.0930 -0.1199 0.1724 2.5906 0.0000 -29.5024 26758.7413 0
N47 -35.6138 -0.1308 0.1913 3.2873 0.0000 -32.3266 27220.3184 0
N48 -1.9457 -0.0628 0.0105 0.0690 0.0000 -1.8767 3099.1238 0
N49 -3.6090 -0.1163 0.0194 0.1489 0.0000 -3.4601 3103.7338 0
N50 -5.8521 -0.1397 0.0314 0.1870 0.0000 -5.6651 4187.8358 0
N51 -2.0894 -0.0498 0.0112 0.1921 0.0000 -1.8973 4194.4179 0
N52 -7.2812 -0.1610 0.0391 0.1851 0.0000 -7.0961 4523.7339 0
N53 -15.7519 -0.3465 0.0846 1.5993 0.0000 -14.1526 4544.6823 0
N54 -35.6589 -0.1120 0.1916 4.2021 0.0000 -31.4568 31837.0445 0
N55 -0.4672 -0.0431 0.0025 0.0110 0.0000 -0.4562 1083.2986 0
N56 -4.0628 -0.2759 0.0218 0.0415 0.0000 -4.0214 1472.5385 0
N57 -0.0718 0.0000 0.0004 0.0718 0.0000 0.0000 0.0000 0
N58 -0.6358 -0.0815 0.0034 0.0963 0.0000 -0.5395 779.6814 0
N59 -1.8854 -0.1864 0.0101 0.0438 0.0000 -1.8416 1011.3403 0
N60 -2.6203 -0.2580 0.0141 0.0889 0.0000 -2.5313 1015.6897 0
N61 -19.5664 -1.3930 0.1051 0.0991 0.0000 -19.4674 1404.6071 0
N62 -20.2059 -0.0607 0.1086 2.0512 0.0000 -18.1547 33287.1682 0
N63 -2.1851 -0.0971 0.0117 0.7633 0.0000 -1.4218 2249.4249 0
N64 -32.6629 -0.0885 0.1755 2.1769 0.0000 -30.4861 36922.0005 0
N65 -12.2263 -0.0331 0.0657 3.5135 0.0000 -8.7128 36962.3872 0
N66 -79.7865 -0.2034 0.4287 19.1937 0.0000 -60.5928 39222.4185 0
N67 -52.4471 -0.1334 0.2818 17.2625 0.0000 -35.1846 39315.7395 0
N68 -15.3912 -0.0391 0.0827 2.5211 0.0000 -12.8700 39360.4168 0
D1 -23.4698 -0.0705 0.1261 1.0845 0.0000 -22.3853 33284.5743 0
The total continuity error was -1410.9 cubic meters
The remaining total volume was 886.05 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 1154.5163 0.0000 0.0000 0.0000 -0.0001 0.0000 0.0000
N4 0.0000 0.0000 1026.3302 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N8 0.0000 0.0000 275.3705 0.0000 0.0000 0.0000 -0.0049 0.0000 0.0000
N13 0.0000 0.0000 938.5587 0.0000 0.0000 0.0000 -0.0010 0.0000 0.0000
N25 0.0000 0.0000 1035.9446 0.0000 0.0000 0.0000 -0.0001 0.0000 0.0000
N28 0.0000 0.0000 1332.9719 0.0000 0.0000 0.0000 -0.0001 0.0000 0.0000
N29 0.0000 0.0000 1124.2480 0.0000 0.0000 0.0000 -0.0006 0.0000 0.0000
N30 0.0000 0.0000 1676.3108 0.0000 0.0000 0.0000 0.0007 0.0000 0.0000
N31 0.0000 0.0000 1707.3645 0.0000 0.0000 0.0000 0.0003 0.0000 0.0000
N32 0.0000 0.0000 458.9738 0.0000 0.0000 0.0000 0.0002 0.0000 0.0000
N33 0.0000 0.0000 376.2398 0.0000 0.0000 0.0000 -0.0001 0.0000 0.0000
N36 0.0000 0.0000 334.9105 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N42 0.0000 0.0000 614.3121 0.0000 0.0000 0.0000 0.0002 0.0000 0.0000
N44 0.0000 0.0000 288.7673 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N45 0.0000 0.0000 226.5011 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 19687.3737 0.0000 0.0000
N47 0.0000 0.0000 201.3209 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N48 0.0000 0.0000 1548.4756 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N50 0.0000 0.0000 537.7562 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N52 0.0000 0.0000 160.5101 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N55 0.0000 0.0000 541.3710 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N56 0.0000 0.0000 192.4337 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N58 0.0000 0.0000 389.5003 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N59 0.0000 0.0000 114.6521 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N61 0.0000 0.0000 183.5594 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N63 0.0000 0.0000 389.8264 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N64 0.0000 0.0000 682.7767 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N66 0.0000 0.0000 1095.1658 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 0.6384 0.0000
N2 0.0000 0.0000 0.0000 0.5003 0.0000
N3 0.0000 0.0000 0.0000 0.5731 0.0000
N4 0.0000 0.0000 0.0000 0.7724 0.0000
N5 0.0000 0.0000 0.0000 0.7290 0.0000
N6 0.0000 0.0000 0.0000 0.6516 0.0000
N7 0.0000 0.0000 0.0000 1.1877 0.0000
N8 0.0000 0.0000 0.0000 1.7185 0.0000
N9 0.0000 0.0000 0.0000 2.1486 0.0000
N10 0.0000 0.0000 0.0000 1.8302 0.0000
N11 0.0000 0.0000 0.0000 0.8800 0.0000
N12 0.0000 0.0000 0.0000 1.4805 0.0000
N13 0.0000 0.0000 0.0000 2.0805 0.0000
N14 0.0000 0.0000 0.0000 2.6308 0.0000
N15 0.0000 0.0000 0.0000 0.3467 0.0000
N24 0.0000 0.0000 0.0000 0.5543 0.0000
N25 0.0000 0.0000 0.0000 0.4893 0.0000
N26 0.0000 0.0000 0.0000 0.8113 0.0000
N27 0.0000 0.0000 0.0000 0.4585 0.0000
N28 0.0000 0.0000 0.0000 0.2428 0.0000
N29 0.0000 0.0000 0.0000 0.3124 0.0000
N30 0.0000 0.0000 0.0000 0.3106 0.0000
N31 0.0000 0.0000 0.0000 0.5577 0.0000
N32 0.0000 0.0000 0.0000 0.8736 0.0000
N33 0.0000 0.0000 0.0000 0.3170 0.0000
N34 0.0000 0.0000 0.0000 0.7865 0.0000
N35 0.0000 0.0000 0.0000 0.8274 0.0000
N36 0.0000 0.0000 0.0000 0.5905 0.0000
N37 0.0000 0.0000 0.0000 0.7411 0.0000
N38 0.0000 0.0000 0.0000 1.0317 0.0000
N39 0.0000 0.0000 0.0000 0.9831 0.0000
N41 0.0000 0.0000 0.0000 0.9552 0.0000
N42 0.0000 0.0000 0.0000 0.9733 0.0000
N43 0.0000 0.0000 0.0000 0.9475 0.0000
N44 0.0000 0.0000 0.0000 0.7577 0.0000
N45 0.0000 0.0000 0.0000 0.9672 0.0000
N69 0.0000 0.0000 0.0000 1.3275 0.0000
N46 0.0000 0.0000 0.0000 1.1229 0.0000
N47 0.0000 0.0000 0.0000 1.0989 0.0000
N48 0.0000 0.0000 0.0000 0.2953 0.0000
N49 0.0000 0.0000 0.0000 0.2712 0.0000
N50 0.0000 0.0000 0.0000 0.3298 0.0000
N51 0.0000 0.0000 0.0000 0.3310 0.0000
N52 0.0000 0.0000 0.0000 0.4692 0.0000
N53 0.0000 0.0000 0.0000 0.8678 0.0000
N54 0.0000 0.0000 0.0000 1.2175 0.0000
N55 0.0000 0.0000 0.0000 1.0319 0.0000
N56 0.0000 0.0000 0.0000 1.1120 0.0000
N57 0.0000 0.0000 0.0000 0.0000 0.0000
N58 0.0000 0.0000 0.0000 0.1065 0.0000
N59 0.0000 0.0000 0.0000 0.1448 0.0000
N60 0.0000 0.0000 0.0000 0.0926 0.0000
N61 0.0000 0.0000 0.0000 0.3774 0.0000
N62 0.0000 0.0000 0.0000 1.4765 0.0000
N63 0.0000 0.0000 0.0000 1.2625 0.0000
N64 0.0000 0.0000 0.0000 0.9803 0.0000
N65 0.0000 0.0000 0.0000 1.4961 0.0000
N66 0.0000 0.0000 0.0000 1.7828 0.0000
N67 0.0000 0.0000 0.0000 1.9455 0.0000
N68 0.0000 0.0000 0.0000 1.3277 0.0000
D1 0.0000 0.0000 0.0000 1.6463 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 0.027 percent
The Junction with the largest average change was.N67 with 0.031 percent
The Conduit with the largest sinuosity was.......6364und with 14.136
*===================================================================*
| 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 1154.7944 0.0535
N4 1026.5974 0.0475
N8 275.4525 0.0128
N13 938.8220 0.0435
N25 1036.2273 0.0480
N28 1333.2053 0.0617
N29 1124.5325 0.0521
N30 1676.4209 0.0776
N31 1707.8397 0.0791
N32 459.1131 0.0213
N33 376.3509 0.0174
N36 335.0111 0.0155
N42 614.4815 0.0284
N44 288.8480 0.0134
N45 226.5584 0.0105
N47 201.3660 0.0093
N48 1548.8092 0.0717
N50 537.9038 0.0249
N52 160.5582 0.0074
N55 541.5019 0.0251
N56 192.4845 0.0089
N58 389.6061 0.0180
N59 114.6871 0.0053
N61 183.6143 0.0085
N63 389.9397 See the original
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