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e20y1hr.out
From the archive Output.zip, inside RAL17/0511 - Information Request Response. File date in the archive: 2018-02-12 11:42.
99.5826
L8 2.5572 4099.6391 0.1250 207.5851 ## N8 97.8000 99.5840
L9 2.5013 4101.8069 0.4926 46.5135 ## N9 97.3700 99.5843
L10 2.5012 4104.1334 0.4382 25.3024 ## N10 97.0000 98.8842
L11 2.5135 4094.3461 0.2667 157.0234 ## N11 96.7000 97.6262
L12 2.5366 4072.6363 0.1740 244.2171 ## N12 96.1000 97.6282
L13 3.4546 5598.4667 0.1974 311.0728 ## N13 95.5000 97.6290
L14 3.4490 5587.3606 0.7640 41.5216 ## N14 94.9500 97.6298
L15 3.4473 5596.4520 0.6075 75.0443 ## N15 94.4600 94.9306
L24 3.4296 5602.4035 0.7737 88.0438 ## N24 94.0300 94.6985
L25 4.4314 7342.0553 0.7149 100.7929 ## N25 93.5900 94.2106
L26 4.3649 7349.6719 1.0896 56.0246 ## N26 92.8500 93.8552
L27 4.3626 7362.1020 0.8902 73.0465 ## N27 92.7400 93.3206
L28 1.0723 2242.6152 0.7101 12.5788 ## N28 120.5000 120.8382
L29 2.0899 4188.3568 1.0291 17.5707 ## N29 113.5000 113.9281
L30 2.6967 7122.4388 0.7142 54.0631 ## N30 105.5000 105.9385
L31 3.7907 10048.6794 0.5484 281.2634 ## N31 97.5000 98.2462
L32 3.9764 10876.6165 0.9791 83.6075 ## N32 94.8000 95.8892
L33 0.4462 624.7669 0.3829 5.4070 ## N33 97.5100 97.8818
L34 4.1896 11536.9188 0.3684 199.3012 ## N34 94.0700 95.0009
L35 4.1879 11565.2687 0.7660 76.5780 ## N35 93.9700 94.9163
L36 4.3708 12135.6031 1.4596 105.9893 ## N36 92.9800 93.6846
W2637 0.0583 14.2020 0.1942 1.0777 ## N37 92.3100 93.2860
L37 4.4477 12189.0509 0.6008 200.0210 ## N38 92.0000 93.2689
L38 8.4032 19607.6346 0.8991 132.5785 ## N39 91.9800 93.2059
L39 -8.3778 -19630.2327 -0.8334 98.2336 ## N41 91.8800 93.0847
L41 8.3217 19744.7273 0.6761 674.0572 ## N42 91.4800 92.7042
4243 8.6667 20954.4664 0.7187 717.1940 ## N43 90.6500 91.7664
4344 8.7651 21102.1769 0.8522 546.8411 ## N44 90.0000 91.1414
6869 9.6344 32577.5815 0.5345 381.9292 ## N45 89.7000 91.1099
4445 8.3847 21642.6122 0.6286 568.9758 ## N69 87.6800 89.4329
4546 8.0935 22095.1271 1.0501 353.6197 ## N46 89.3400 91.0779
4647 7.7474 22120.7293 1.0410 277.2172 ## N47 89.3200 91.0617
4754 7.6736 22487.7529 0.8689 746.5602 ## N48 90.5800 91.0603
4849 1.4817 2569.1856 0.8667 41.4415 ## N49 90.4100 91.0573
4950 1.4822 2569.0271 0.6345 30.1355 ## N50 90.3300 91.0569
5051 2.0680 3459.1867 0.9673 138.2033 ## N51 90.0700 91.0559
5152 2.0621 3457.2923 0.8953 58.7345 ## N52 89.9300 91.0557
5253 2.2322 3729.8151 1.1325 240.1659 ## N53 89.5300 91.0555
5354 1.2973 3753.4201 0.4390 1241.4417 ## N54 89.1800 91.0556
5462 8.4407 26275.3137 0.2735 662.3695 ## N55 98.9200 100.0146
5657 0.1737 49.5815 0.4565 0.1643 ## N56 98.4000 99.5456
5758 0.1614 50.1040 0.1331 1.3374 ## N57 99.2300 99.2510
5859 0.5244 749.2648 0.8091 2.6679 ## N58 92.4400 92.5997
5960 0.6375 942.3519 0.7372 3.8952 ## N59 91.6000 91.7902
6061 0.6351 947.5990 0.1852 46.4735 ## N60 91.1600 91.2830
6162 0.7626 1289.2239 1.3731 246.1542 ## N61 90.5000 91.0556
6465 9.3612 30538.8819 0.9520 385.4011 ## N62 88.9200 91.0549
6566 9.3289 30553.5951 0.7397 703.7919 ## N63 95.7500 97.0629
6667 9.6712 32477.5872 0.2713 2303.5595 ## N64 88.6300 89.7951
L595 8.6804 27539.1586 0.1915 398.0629 ## N65 88.0800 89.7513
5556ova 0.3410 248.6501 1.5000 1.3333 ## N66 87.7800 89.7274
5556unda 0.2231 656.3788 1.9959 1.7907 ## N67 87.6100 89.7113
5663ova 0.3589 399.2947 1.1796 2.6162 ## N68 87.8400 89.5921
5663und 0.2355 782.3618 2.1581 2.2096 ## D1 88.7500 91.0547
6364ova 0.4011 222.2787 0.7345 0.3904 ##
6364und 0.6275 1604.4394 3.9136 2.8558 ##
6264ova 1.9861 1575.1639 0.7322 26.4623 ##
6264und 3.3306 25961.1406 3.5158 16.8509 ##
6768ova 7.5336 12741.1604 1.1733 63.3733 ##
6768und 2.0437 19816.4070 2.1498 17.1906 ##
FREE # 1 9.6344 32580.2871 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 1.1915 1924.5217
N2 N3 1.1860 1927.6513
N3 N4 1.1758 1929.9336
N4 N5 2.2537 3640.7872
N5 N6 2.2423 3649.0023
N6 N7 2.2602 3650.3803
N7 N8 2.2601 3649.4379
N8 N9 2.5572 4099.6391
N9 N10 2.5013 4101.8069
N10 N11 2.5012 4104.1334
N11 N12 2.5135 4094.3461
N12 N13 2.5366 4072.6363
N13 N14 3.4546 5598.4667
N14 N15 3.4490 5587.3606
N15 N24 3.4473 5596.4520
N24 N25 3.4296 5602.4035
N25 N26 4.4314 7342.0553
N26 N27 4.3649 7349.6719
N27 N38 4.3626 7362.1020
N28 N29 1.0723 2242.6152
N29 N30 2.0899 4188.3568
N30 N31 2.6967 7122.4388
N31 N32 3.7907 10048.6794
N32 N34 3.9764 10876.6165
N33 N34 0.4462 624.7669
N34 N35 4.1896 11536.9188
N35 N36 4.1879 11565.2687
N36 N37 4.3708 12135.6031
N26 N37 0.0583 14.2020
N37 N38 4.4477 12189.0509
N38 N39 8.4032 19607.6346
N41 N39 8.3778 19630.2327
N41 N42 8.3217 19744.7273
N42 N43 8.6667 20954.4664
N43 N44 8.7651 21102.1769
N68 N69 9.6344 32577.5815
N44 N45 8.3847 21642.6122
N45 N46 8.0935 22095.1271
N46 N47 7.7474 22120.7293
N47 N54 7.6736 22487.7529
N48 N49 1.4817 2569.1856
N49 N50 1.4822 2569.0271
N50 N51 2.0680 3459.1867
N51 N52 2.0621 3457.2923
N52 N53 2.2322 3729.8151
N53 N54 1.2973 3753.4201
N54 N62 8.4407 26275.3137
N56 N57 0.1737 49.5815
N57 N58 0.1614 50.1040
N58 N59 0.5244 749.2648
N59 N60 0.6375 942.3519
N60 N61 0.6351 947.5990
N61 N62 0.7626 1289.2239
N64 N65 9.3612 30538.8819
N65 N66 9.3289 30553.5951
N66 N67 9.6712 32477.5872
N62 D1 8.6804 27539.1586
N55 N56 0.5641 905.0289
N56 N63 0.5945 1181.6565
N63 N64 1.0230 1826.7181
D1 N64 8.6469 27536.3044
N67 N68 9.6397 32557.5674
#########################################################
# 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 103.6239 102.3352 Natural
L2 N2 N3 101.7100 100.3800 102.3352 101.0960 Natural
L3 N3 N4 100.3800 99.4600 101.0960 100.4125 Natural
L4 N4 N5 99.4600 99.0400 100.4125 99.9496 Natural
L5 N5 N6 99.0400 98.8600 99.9496 99.5699 Natural
L6 N6 N7 98.8600 98.3300 99.5699 99.5826 Natural
L7 N7 N8 98.3300 97.8000 99.5826 99.5840 Natural
L8 N8 N9 97.8000 97.3700 99.5840 99.5843 Natural
L9 N9 N10 99.2200 99.2100 99.5843 99.4018 Natural
L10 N10 N11 98.7000 96.7000 98.8842 97.6262 Natural
L11 N11 N12 96.7000 96.1000 97.6262 97.6282 Natural
L12 N12 N13 96.1000 95.5000 97.6282 97.6290 Natural
L13 N13 N14 95.5000 94.9500 97.6290 97.6298 Natural
L14 N14 N15 97.1400 97.1300 97.6298 97.5283 Natural
L15 N15 N24 94.4600 94.0300 94.9306 94.6985 Natural
L24 N24 N25 94.0300 93.5900 94.6985 94.2106 Natural
L25 N25 N26 93.5900 92.8500 94.2106 93.8552 Natural
L26 N26 N27 92.8500 92.7400 93.8552 93.3206 Natural
L27 N27 N38 92.7400 92.0000 93.3206 93.2689 Natural
L28 N28 N29 120.5000 113.5000 120.8382 113.9281 Natural
L29 N29 N30 113.5000 105.5000 113.9281 105.9385 Natural
L30 N30 N31 105.5000 97.5000 105.9385 98.2462 Natural
L31 N31 N32 97.5000 94.8000 98.2462 95.8892 Natural
L32 N32 N34 94.8000 94.0700 95.8892 95.0009 Natural
L33 N33 N34 97.5100 97.1200 97.8818 97.3254 Natural
L34 N34 N35 94.0700 93.9700 95.0009 94.9163 Natural
L35 N35 N36 93.9700 92.9800 94.9163 93.6846 Natural
L36 N36 N37 92.9800 92.3100 93.6846 93.2860 Natural
W2637 N26 N37 93.7200 93.6200 93.8552 93.6619 Natural
L37 N37 N38 92.3100 92.0000 93.2860 93.2689 Natural
L38 N38 N39 92.0000 91.9800 93.2689 93.2059 Natural
L39 N41 N39 92.1800 91.9800 93.0847 93.2059 Natural
L41 N41 N42 91.8800 91.4800 93.0847 92.7042 Natural
4243 N42 N43 91.4800 90.6500 92.7042 91.7664 Natural
4344 N43 N44 90.6500 90.0000 91.7664 91.1414 Natural
6869 N68 N69 87.8400 87.6800 89.5921 89.4329 Natural
4445 N44 N45 90.0000 89.7000 91.1414 91.1099 Natural
4546 N45 N46 89.7000 89.3400 91.1099 91.0779 Natural
4647 N46 N47 89.3400 89.3200 91.0779 91.0617 Natural
4754 N47 N54 89.3200 89.1800 91.0617 91.0556 Natural
4849 N48 N49 90.5800 90.4100 91.0603 91.0573 Natural
4950 N49 N50 90.4100 90.3300 91.0573 91.0569 Natural
5051 N50 N51 90.3300 90.0700 91.0569 91.0559 Natural
5152 N51 N52 90.0700 89.9300 91.0559 91.0557 Natural
5253 N52 N53 89.9300 89.5300 91.0557 91.0555 Natural
5354 N53 N54 89.5300 89.2600 91.0555 91.0556 Natural
5462 N54 N62 89.2600 88.9200 91.0556 91.0549 Natural
5657 N56 N57 99.5300 99.2300 99.5456 99.2510 Natural
5758 N57 N58 99.2300 92.4400 99.2510 92.5997 Natural
5859 N58 N59 92.4400 91.6000 92.5997 91.7902 Natural
5960 N59 N60 91.6000 91.1600 91.7902 91.2830 Natural
6061 N60 N61 91.1600 90.5000 91.2830 91.0556 Natural
6162 N61 N62 90.5000 88.9200 91.0556 91.0549 Natural
6465 N64 N65 88.6300 88.0800 89.7951 89.7513 Natural
6566 N65 N66 88.0800 87.7800 89.7513 89.7274 Natural
6667 N66 N67 87.7800 87.6100 89.7274 89.7113 Natural
L595 N62 D1 88.9200 88.7500 91.0549 91.0547 Natural
5556ova N55 N56 99.8500 99.4000 100.0146 99.5642 Natural
5556unda N55 N56 98.9200 98.4700 100.0146 99.5456 Circular
5663ova N56 N63 99.4000 98.0000 99.5456 98.1450 Natural
5663und N56 N63 98.4000 97.0000 99.5456 97.3425 Circular
6364ova N63 N64 97.0000 89.9000 97.0629 89.9470 Natural
6364und N63 N64 95.7500 88.6300 97.0629 89.7951 Circular
6264ova D1 N64 90.8800 90.8600 91.0547 90.9955 Natural
6264und D1 N64 88.7500 88.6300 91.0547 89.7951 Circular
6768ova N67 N68 89.4000 89.3800 89.7113 89.6471 Natural
6768und N67 N68 87.9600 87.8400 89.7113 89.5921 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 -2.0757 -0.0539 0.0067 0.0430 0.0191 -2.0517 3847.6122 0
N2 -3.1837 -0.0826 0.0103 0.0590 0.0320 -3.1567 3852.1730 0
N3 -2.4755 -0.0642 0.0080 0.0926 0.0418 -2.4247 3857.5849 0
N4 -12.6162 -0.1735 0.0408 0.6826 0.5043 -12.4379 7269.7763 0
N5 -9.9252 -0.1361 0.0321 3.6744 3.3110 -9.5618 7289.7895 0
N6 -3.6300 -0.0496 0.0117 12.4302 11.7576 -2.9574 7299.3826 0
N7 -3.2572 -0.0443 0.0105 45.3182 43.8313 -1.7703 7299.8182 0
N8 -4.5254 -0.0544 0.0146 109.4961 106.8681 -1.8974 8204.7506 0
N9 -9.3833 -0.1134 0.0303 74.8221 73.1453 -7.7065 8201.4461 0
N10 -5.1036 -0.0621 0.0165 11.9714 9.7524 -2.8846 8205.9403 0
N11 -6.4310 -0.0780 0.0208 51.9723 38.5099 7.0313 8198.4795 0
N12 -5.3846 -0.0651 0.0174 122.9952 97.8684 19.7422 8166.9824 0
N13 -6.9073 -0.0606 0.0223 187.4153 158.1721 22.3359 11222.4124 0
N14 -9.0660 -0.0803 0.0293 107.5086 91.9529 6.4897 11185.8273 0
N15 -11.5730 -0.1035 0.0374 2.0529 0.3448 -9.8650 11183.8126 0
N24 -8.7620 -0.0782 0.0283 2.3382 0.3711 -6.7948 11198.8555 0
N25 -26.1943 -0.1787 0.0847 0.8648 0.1385 -25.4681 14659.0184 0
N26 -24.2746 -0.1651 0.0785 0.9816 0.1969 -23.4899 14705.9292 0
N27 -13.3432 -0.0907 0.0431 1.4219 1.0823 -13.0036 14711.7739 0
N28 -12.0672 -0.2697 0.0390 0.9524 1.6180 -12.7329 4472.6725 0
N29 -73.7568 -0.8879 0.2384 3.7760 4.2408 -74.2216 8302.8271 0
N30 -86.4200 -0.6094 0.2793 16.7862 5.8328 -75.4666 14169.4281 0
N31 -118.3201 -0.5914 0.3825 20.0181 3.5660 -101.8681 19995.8572 0
N32 -74.5011 -0.3435 0.2408 6.6746 0.3904 -68.2169 21684.7613 0
N33 -2.6523 -0.2126 0.0086 0.0161 0.0166 -2.6528 1247.3624 0
N34 -40.5746 -0.1761 0.1312 3.1161 0.1996 -37.6580 23038.3021 0
N35 -33.4766 -0.1449 0.1082 3.1892 0.2111 -30.4986 23102.1875 0
N36 -18.2144 -0.0751 0.0589 0.9062 0.1051 -17.4132 24255.1110 0
N37 -40.3595 -0.1658 0.1305 2.3801 1.7151 -39.6946 24338.8560 0
N38 -60.0341 -0.1533 0.1941 4.9235 4.6640 -59.7747 39158.7875 0
N39 -25.0801 -0.0639 0.0811 3.4780 3.7171 -25.3192 39237.8673 0
N41 -118.9980 -0.3022 0.3846 5.4881 1.9932 -115.5030 39374.9600 0
N42 -200.6072 -0.4808 0.6484 6.8408 0.0000 -193.7663 41715.8837 0
N43 -155.3770 -0.3694 0.5022 5.1616 0.0000 -150.2154 42056.6434 0
N44 -69.8215 -0.1615 0.2257 5.2053 0.0000 -64.6161 43222.7431 0
N45 -80.9381 -0.1835 0.2616 3.8684 0.0000 -77.0697 44114.3503 0
N69 -5.4126 -0.0083 0.0175 2.4896 0.0000 -2.9230 65157.8686 0
N46 -30.1473 -0.0682 0.0974 2.8335 0.0000 -27.3138 44215.8564 0
N47 -35.3289 -0.0786 0.1142 3.5655 0.0000 -31.7634 44944.8672 0
N48 -3.9415 -0.0768 0.0127 0.0708 0.0000 -3.8707 5135.0544 0
N49 -0.3160 -0.0061 0.0010 0.1527 0.0000 -0.1633 5138.2126 0
N50 -7.8658 -0.1138 0.0254 0.1916 0.0000 -7.6741 6911.2953 0
N51 1.4848 0.0215 0.0048 0.1968 0.0000 1.6816 6916.4790 0
N52 -7.5215 -0.1009 0.0243 0.1897 0.0000 -7.3318 7452.7851 0
N53 -25.7923 -0.3446 0.0834 1.6958 0.0000 -24.0966 7483.2353 0
N54 -43.8875 -0.0836 0.1419 4.4809 0.0000 -39.4066 52516.4868 0
N55 -0.6543 -0.0362 0.0021 0.0112 0.0000 -0.6430 1809.6027 0
N56 -7.8140 -0.3183 0.0253 0.0424 0.0000 -7.7715 2454.8009 0
N57 -0.6172 -0.6189 0.0020 0.0732 0.0000 -0.5440 99.6855 0
N58 -54.6716 -3.7857 0.1767 0.0982 0.0000 -54.5734 1444.0969 0
N59 -3.3995 -0.1807 0.0110 0.0447 0.0000 -3.3548 1881.3998 0
N60 -5.3839 -0.2849 0.0174 0.0907 0.0000 -5.2932 1889.9509 0
N61 -38.2516 -1.5056 0.1236 0.1019 0.0000 -38.1497 2540.5589 0
N62 0.2020 0.0004 0.0007 2.3268 0.0000 2.5288 55103.6963 0
N63 -3.7114 -0.1016 0.0120 0.9070 0.0000 -2.8044 3653.5123 0
N64 -47.6261 -0.0780 0.1539 2.2640 0.0000 -45.3622 61032.0596 0
N65 -17.8900 -0.0293 0.0578 2.9998 0.0000 -14.8902 61092.4770 0
N66 -131.6082 -0.2029 0.4254 19.2900 0.0000 -112.3183 64843.9162 0
N67 -99.9459 -0.1537 0.3231 17.7182 0.0000 -82.2277 65035.1545 0
N68 -23.9285 -0.0367 0.0773 2.7269 0.0000 -21.2015 65135.1488 0
D1 -41.9726 -0.0762 0.1357 1.3433 0.0000 -40.6292 55075.4630 0
The total continuity error was -2015.3 cubic meters
The remaining total volume was 894.83 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 1922.5335 0.0000 0.0000 0.0000 -0.0001 0.0000 0.0000
N4 0.0000 0.0000 1698.5090 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N8 0.0000 0.0000 455.4986 0.0000 0.0000 0.0000 -0.0049 0.0000 0.0000
N13 0.0000 0.0000 1550.7628 0.0000 0.0000 0.0000 -0.0010 0.0000 0.0000
N25 0.0000 0.0000 1713.9801 0.0000 0.0000 0.0000 -0.0001 0.0000 0.0000
N28 0.0000 0.0000 2229.5877 0.0000 0.0000 0.0000 -0.0001 0.0000 0.0000
N29 0.0000 0.0000 1871.2855 0.0000 0.0000 0.0000 -0.0006 0.0000 0.0000
N30 0.0000 0.0000 2858.3811 0.0000 0.0000 0.0000 0.0007 0.0000 0.0000
N31 0.0000 0.0000 2823.7493 0.0000 0.0000 0.0000 0.0003 0.0000 0.0000
N32 0.0000 0.0000 759.1634 0.0000 0.0000 0.0000 0.0002 0.0000 0.0000
N33 0.0000 0.0000 622.3585 0.0000 0.0000 0.0000 -0.0001 0.0000 0.0000
N36 0.0000 0.0000 554.0229 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N42 0.0000 0.0000 1016.3419 0.0000 0.0000 0.0000 0.0002 0.0000 0.0000
N44 0.0000 0.0000 477.7873 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N45 0.0000 0.0000 376.4946 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 32580.2871 0.0000 0.0000
N47 0.0000 0.0000 336.2956 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N48 0.0000 0.0000 2565.2071 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N50 0.0000 0.0000 882.7815 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N52 0.0000 0.0000 265.5747 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N55 0.0000 0.0000 904.3108 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N56 0.0000 0.0000 318.4311 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N58 0.0000 0.0000 644.5115 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N59 0.0000 0.0000 189.7069 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N61 0.0000 0.0000 303.6183 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N63 0.0000 0.0000 644.8991 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N64 0.0000 0.0000 1129.7808 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N66 0.0000 0.0000 1812.1481 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 0.7939 0.0000
N2 0.0000 0.0000 0.0000 0.6252 0.0000
N3 0.0000 0.0000 0.0000 0.7160 0.0000
N4 0.0000 0.0000 0.0000 0.9525 0.0000
N5 0.0000 0.0000 0.0000 0.9096 0.0000
N6 0.0000 0.0000 0.0000 0.7099 0.0000
N7 0.0000 0.0000 0.0000 1.2526 0.0000
N8 0.0000 0.0000 0.0000 1.7840 0.0000
N9 0.0000 0.0000 0.0000 2.2143 0.0000
N10 0.0000 0.0000 0.0000 1.8842 0.0000
N11 0.0000 0.0000 0.0000 0.9262 0.0000
N12 0.0000 0.0000 0.0000 1.5282 0.0000
N13 0.0000 0.0000 0.0000 2.1290 0.0000
N14 0.0000 0.0000 0.0000 2.6798 0.0000
N15 0.0000 0.0000 0.0000 0.4706 0.0000
N24 0.0000 0.0000 0.0000 0.6685 0.0000
N25 0.0000 0.0000 0.0000 0.6206 0.0000
N26 0.0000 0.0000 0.0000 1.0052 0.0000
N27 0.0000 0.0000 0.0000 0.5806 0.0000
N28 0.0000 0.0000 0.0000 0.3382 0.0000
N29 0.0000 0.0000 0.0000 0.4281 0.0000
N30 0.0000 0.0000 0.0000 0.4385 0.0000
N31 0.0000 0.0000 0.0000 0.7462 0.0000
N32 0.0000 0.0000 0.0000 1.0892 0.0000
N33 0.0000 0.0000 0.0000 0.3718 0.0000
N34 0.0000 0.0000 0.0000 0.9309 0.0000
N35 0.0000 0.0000 0.0000 0.9463 0.0000
N36 0.0000 0.0000 0.0000 0.7046 0.0000
N37 0.0000 0.0000 0.0000 0.9760 0.0000
N38 0.0000 0.0000 0.0000 1.2689 0.0000
N39 0.0000 0.0000 0.0000 1.2259 0.0000
N41 0.0000 0.0000 0.0000 1.2047 0.0000
N42 0.0000 0.0000 0.0000 1.2242 0.0000
N43 0.0000 0.0000 0.0000 1.1164 0.0000
N44 0.0000 0.0000 0.0000 1.1414 0.0000
N45 0.0000 0.0000 0.0000 1.4099 0.0000
N69 0.0000 0.0000 0.0000 1.7529 0.0000
N46 0.0000 0.0000 0.0000 1.7379 0.0000
N47 0.0000 0.0000 0.0000 1.7417 0.0000
N48 0.0000 0.0000 0.0000 0.4803 0.0000
N49 0.0000 0.0000 0.0000 0.6473 0.0000
N50 0.0000 0.0000 0.0000 0.7269 0.0000
N51 0.0000 0.0000 0.0000 0.9859 0.0000
N52 0.0000 0.0000 0.0000 1.1257 0.0000
N53 0.0000 0.0000 0.0000 1.5255 0.0000
N54 0.0000 0.0000 0.0000 1.8756 0.0000
N55 0.0000 0.0000 0.0000 1.0946 0.0000
N56 0.0000 0.0000 0.0000 1.1456 0.0000
N57 0.0000 0.0000 0.0000 0.0210 0.0000
N58 0.0000 0.0000 0.0000 0.1597 0.0000
N59 0.0000 0.0000 0.0000 0.1902 0.0000
N60 0.0000 0.0000 0.0000 0.1230 0.0000
N61 0.0000 0.0000 0.0000 0.5556 0.0000
N62 0.0000 0.0000 0.0000 2.1349 0.0000
N63 0.0000 0.0000 0.0000 1.3129 0.0000
N64 0.0000 0.0000 0.0000 1.1651 0.0000
N65 0.0000 0.0000 0.0000 1.6713 0.0000
N66 0.0000 0.0000 0.0000 1.9474 0.0000
N67 0.0000 0.0000 0.0000 2.1013 0.0000
N68 0.0000 0.0000 0.0000 1.7521 0.0000
D1 0.0000 0.0000 0.0000 2.3047 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 0.037 percent
The Junction with the largest average change was.D1 with 0.032 percent
The Conduit with the largest sinuosity was.......6364und with 4.121
*===================================================================*
| 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 1923.0905 0.0890
N4 1699.0556 0.0787
N8 455.6736 0.0211
N13 1551.3094 0.0718
N25 1714.5596 0.0794
N28 2230.0572 0.1032
N29 1871.8551 0.0867
N30 2858.6325 0.1323
N31 2824.7390 0.1308
N32 759.4654 0.0352
N33 622.5955 0.0288
N36 554.2392 0.0257
N42 1016.6900 0.0471
N44 477.9540 0.0221
N45 376.6109 0.0174
N47 336.3850 0.0156
N48 2565.8689 0.1188
N50 883.0816 0.0409
N52 265.6776 0.0123
N55 904.5739 0.0419
N56 318.5341 0.0147
N58 644.7281 See the original
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