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e5y25m.out
From the archive Output.zip, inside RAL17/0511 - Information Request Response. File date in the archive: 2018-02-12 12:02.
99.5505
L8 1.9375 2026.3000 0.0978 201.2343 ## N8 97.8000 99.5517
L9 1.9104 2027.1306 0.4343 40.0683 ## N9 97.3700 99.5519
L10 1.9103 2028.7296 0.3536 23.1243 ## N10 97.0000 98.8574
L11 1.9272 2018.9685 0.2122 151.2737 ## N11 96.7000 97.6031
L12 1.9432 1996.7401 0.1369 237.8585 ## N12 96.1000 97.6044
L13 2.6659 2740.0869 0.1570 301.7068 ## N13 95.5000 97.6046
L14 2.6585 2726.5554 0.6662 36.0229 ## N14 94.9500 97.6053
L15 2.6556 2731.8830 0.5435 64.6091 ## N15 94.4600 94.8693
L24 2.6316 2730.7148 0.7092 73.4705 ## N24 94.0300 94.6428
L25 3.4146 3595.4305 0.6456 86.0812 ## N25 93.5900 94.1447
L26 3.3988 3606.8417 0.9968 47.5895 ## N26 92.8500 93.7619
L27 3.3968 3614.5942 0.9230 58.2272 ## N27 92.7400 93.2585
L28 0.7132 1110.5067 0.6241 8.1022 ## N28 120.5000 120.7748
L29 1.4445 2086.8648 0.9231 10.6477 ## N29 113.5000 113.8647
L30 1.7829 3507.3667 0.6723 30.7387 ## N30 105.5000 105.8487
L31 2.6464 4978.0008 0.5556 160.5966 ## N31 97.5000 98.1090
L32 2.7508 5400.0959 0.8930 63.7721 ## N32 94.8000 95.7372
L33 0.3680 309.3009 0.3666 4.3073 ## N33 97.5100 97.8616
L34 2.8973 5742.7730 0.3050 167.0554 ## N34 94.0700 94.9007
L35 2.9064 5762.8558 0.7195 49.4788 ## N35 93.9700 94.8349
L36 3.0054 6051.7783 1.4639 67.5445 ## N36 92.9800 93.6090
W2637 0.0033 0.4524 0.0619 0.0096 ## N37 92.3100 93.1359
L37 3.1151 6075.6128 0.5417 153.6432 ## N38 92.0000 93.1190
L38 6.0752 9724.5929 0.8548 100.9728 ## N39 91.9800 93.0526
L39 -6.0462 -9743.2950 -0.7722 75.9756 ## N41 91.8800 92.9269
L41 5.9848 9834.6256 0.6032 544.3269 ## N42 91.4800 92.5519
4243 6.1452 10492.9092 0.7085 532.3294 ## N43 90.6500 91.6583
4344 6.0864 10582.8170 0.8083 364.8156 ## N44 90.0000 90.8234
6869 5.2640 16405.3594 0.4808 218.9701 ## N45 89.7000 90.7289
4445 6.1219 10902.5684 0.5753 355.9804 ## N69 87.6800 88.9923
4546 6.1858 11166.4402 1.0494 170.8343 ## N46 89.3400 90.5494
4647 6.0255 11186.9606 1.0745 148.9112 ## N47 89.3200 90.5120
4754 5.7756 11391.1806 0.8742 386.8177 ## N48 90.5800 90.9165
4849 1.0927 1268.0088 0.8151 15.9558 ## N49 90.4100 90.7193
4950 1.0917 1270.2792 0.5702 11.5987 ## N50 90.3300 90.6941
5051 1.5657 1712.7761 0.8333 35.6265 ## N51 90.0700 90.4962
5152 1.5611 1711.6111 0.7047 19.4646 ## N52 89.9300 90.4960
5253 1.6991 1849.9811 1.1900 98.1801 ## N53 89.5300 90.4957
5354 1.6606 1873.1341 0.4305 743.3013 ## N54 89.1800 90.4954
5462 5.3634 13278.4791 0.2724 425.7088 ## N55 98.9200 99.9868
5657 0.0494 4.1635 0.3292 0.0218 ## N56 98.4000 99.5385
5758 0.0298 4.3198 0.0333 0.7343 ## N57 99.2300 99.2378
5859 0.3405 375.3318 0.6719 1.8247 ## N58 92.4400 92.5663
5960 0.4518 471.3794 0.6535 2.6760 ## N59 91.6000 91.7645
6061 0.4496 473.3738 0.1660 28.6453 ## N60 91.1600 91.2659
6162 0.6076 647.4018 1.3636 129.4191 ## N61 90.5000 90.9295
6465 5.7376 15434.3704 0.9295 286.3816 ## N62 88.9200 90.4946
6566 5.3923 15433.2840 0.7413 580.8514 ## N63 95.7500 97.0519
6667 5.3089 16367.0830 0.3099 1968.8899 ## N64 88.6300 89.6027
L595 5.4267 13907.4320 0.1915 262.1576 ## N65 88.0800 89.5672
5556ova 0.2157 75.9208 1.3593 0.7813 ## N66 87.7800 89.5537
5556unda 0.2171 371.8161 1.9425 1.7882 ## N67 87.6100 89.5467
5663ova 0.3116 151.6404 1.1239 2.2724 ## N68 87.8400 89.1527
5663und 0.2349 454.8930 2.1533 2.2070 ## D1 88.7500 90.4945
6364ova 0.2459 64.5771 0.6043 0.1740 ##
6364und 0.6278 861.1928 3.9220 2.2208 ##
6264ova 0.0000 0.0000 0.0000 0.0000 ##
6264und 2.6951 13905.1290 3.0074 16.3302 ##
6768ova 1.4013 1133.3101 0.7005 19.4801 ##
6768und 2.0331 15263.5869 2.1382 17.1910 ##
FREE # 1 5.2640 16406.6756 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 0.9023 952.1439
N2 N3 0.8977 953.8183
N3 N4 0.8880 954.3620
N4 N5 1.7274 1802.3232
N5 N6 1.7155 1804.9471
N6 N7 1.7129 1806.0357
N7 N8 1.7078 1805.9262
N8 N9 1.9375 2026.3000
N9 N10 1.9104 2027.1306
N10 N11 1.9103 2028.7296
N11 N12 1.9272 2018.9685
N12 N13 1.9432 1996.7401
N13 N14 2.6659 2740.0869
N14 N15 2.6585 2726.5554
N15 N24 2.6556 2731.8830
N24 N25 2.6316 2730.7148
N25 N26 3.4146 3595.4305
N26 N27 3.3988 3606.8417
N27 N38 3.3968 3614.5942
N28 N29 0.7132 1110.5067
N29 N30 1.4445 2086.8648
N30 N31 1.7829 3507.3667
N31 N32 2.6464 4978.0008
N32 N34 2.7508 5400.0959
N33 N34 0.3680 309.3009
N34 N35 2.8973 5742.7730
N35 N36 2.9064 5762.8558
N36 N37 3.0054 6051.7783
N26 N37 0.0033 0.4524
N37 N38 3.1151 6075.6128
N38 N39 6.0752 9724.5929
N41 N39 6.0462 9743.2950
N41 N42 5.9848 9834.6256
N42 N43 6.1452 10492.9092
N43 N44 6.0864 10582.8170
N68 N69 5.2640 16405.3594
N44 N45 6.1219 10902.5684
N45 N46 6.1858 11166.4402
N46 N47 6.0255 11186.9606
N47 N54 5.7756 11391.1806
N48 N49 1.0927 1268.0088
N49 N50 1.0917 1270.2792
N50 N51 1.5657 1712.7761
N51 N52 1.5611 1711.6111
N52 N53 1.6991 1849.9811
N53 N54 1.6606 1873.1341
N54 N62 5.3634 13278.4791
N56 N57 0.0494 4.1635
N57 N58 0.0298 4.3198
N58 N59 0.3405 375.3318
N59 N60 0.4518 471.3794
N60 N61 0.4496 473.3738
N61 N62 0.6076 647.4018
N64 N65 5.7376 15434.3704
N65 N66 5.3923 15433.2840
N66 N67 5.3089 16367.0830
N62 D1 5.4267 13907.4320
N55 N56 0.4327 447.7369
N56 N63 0.5465 606.5333
N63 N64 0.8716 925.7698
D1 N64 5.3902 13905.1290
N67 N68 5.2652 16396.8969
#########################################################
# 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 103.5484 102.2736 Natural
L2 N2 N3 101.7100 100.3800 102.2736 101.0245 Natural
L3 N3 N4 100.3800 99.4600 101.0244 100.3238 Natural
L4 N4 N5 99.4600 99.0400 100.3238 99.8614 Natural
L5 N5 N6 99.0400 98.8600 99.8614 99.5414 Natural
L6 N6 N7 98.8600 98.3300 99.5414 99.5505 Natural
L7 N7 N8 98.3300 97.8000 99.5504 99.5517 Natural
L8 N8 N9 97.8000 97.3700 99.5517 99.5519 Natural
L9 N9 N10 99.2200 99.2100 99.5519 99.3854 Natural
L10 N10 N11 98.7000 96.7000 98.8574 97.6031 Natural
L11 N11 N12 96.7000 96.1000 97.6031 97.6044 Natural
L12 N12 N13 96.1000 95.5000 97.6044 97.6046 Natural
L13 N13 N14 95.5000 94.9500 97.6046 97.6053 Natural
L14 N14 N15 97.1400 97.1300 97.6053 97.5245 Natural
L15 N15 N24 94.4600 94.0300 94.8693 94.6428 Natural
L24 N24 N25 94.0300 93.5900 94.6428 94.1447 Natural
L25 N25 N26 93.5900 92.8500 94.1447 93.7619 Natural
L26 N26 N27 92.8500 92.7400 93.7619 93.2585 Natural
L27 N27 N38 92.7400 92.0000 93.2585 93.1190 Natural
L28 N28 N29 120.5000 113.5000 120.7748 113.8647 Natural
L29 N29 N30 113.5000 105.5000 113.8647 105.8487 Natural
L30 N30 N31 105.5000 97.5000 105.8487 98.1090 Natural
L31 N31 N32 97.5000 94.8000 98.1090 95.7372 Natural
L32 N32 N34 94.8000 94.0700 95.7372 94.9007 Natural
L33 N33 N34 97.5100 97.1200 97.8616 97.3100 Natural
L34 N34 N35 94.0700 93.9700 94.9007 94.8349 Natural
L35 N35 N36 93.9700 92.9800 94.8349 93.6090 Natural
L36 N36 N37 92.9800 92.3100 93.6090 93.1359 Natural
W2637 N26 N37 93.7200 93.6200 93.7619 93.6224 Natural
L37 N37 N38 92.3100 92.0000 93.1359 93.1190 Natural
L38 N38 N39 92.0000 91.9800 93.1190 93.0526 Natural
L39 N41 N39 92.1800 91.9800 92.9269 93.0526 Natural
L41 N41 N42 91.8800 91.4800 92.9269 92.5519 Natural
4243 N42 N43 91.4800 90.6500 92.5519 91.6583 Natural
4344 N43 N44 90.6500 90.0000 91.6583 90.8234 Natural
6869 N68 N69 87.8400 87.6800 89.1527 88.9923 Natural
4445 N44 N45 90.0000 89.7000 90.8234 90.7289 Natural
4546 N45 N46 89.7000 89.3400 90.7289 90.5494 Natural
4647 N46 N47 89.3400 89.3200 90.5494 90.5120 Natural
4754 N47 N54 89.3200 89.1800 90.5120 90.4954 Natural
4849 N48 N49 90.5800 90.4100 90.9165 90.7193 Natural
4950 N49 N50 90.4100 90.3300 90.7193 90.6941 Natural
5051 N50 N51 90.3300 90.0700 90.6941 90.4962 Natural
5152 N51 N52 90.0700 89.9300 90.4962 90.4960 Natural
5253 N52 N53 89.9300 89.5300 90.4960 90.4957 Natural
5354 N53 N54 89.5300 89.2600 90.4957 90.4954 Natural
5462 N54 N62 89.2600 88.9200 90.4954 90.4946 Natural
5657 N56 N57 99.5300 99.2300 99.5385 99.2378 Natural
5758 N57 N58 99.2300 92.4400 99.2378 92.5663 Natural
5859 N58 N59 92.4400 91.6000 92.5663 91.7645 Natural
5960 N59 N60 91.6000 91.1600 91.7645 91.2659 Natural
6061 N60 N61 91.1600 90.5000 91.2659 90.9295 Natural
6162 N61 N62 90.5000 88.9200 90.9295 90.4946 Natural
6465 N64 N65 88.6300 88.0800 89.6027 89.5672 Natural
6566 N65 N66 88.0800 87.7800 89.5672 89.5537 Natural
6667 N66 N67 87.7800 87.6100 89.5537 89.5467 Natural
L595 N62 D1 88.9200 88.7500 90.4946 90.4944 Natural
5556ova N55 N56 99.8500 99.4000 99.9868 99.5385 Natural
5556unda N55 N56 98.9200 98.4700 99.9868 99.5385 Circular
5663ova N56 N63 99.4000 98.0000 99.5385 98.1381 Natural
5663und N56 N63 98.4000 97.0000 99.5385 97.3422 Circular
6364ova N63 N64 97.0000 89.9000 97.0519 89.9288 Natural
6364und N63 N64 95.7500 88.6300 97.0519 89.6027 Circular
6264ova D1 N64 90.8800 90.8600 89.6027 89.6027 Natural
6264und D1 N64 88.7500 88.6300 90.4944 89.6027 Circular
6768ova N67 N68 89.4000 89.3800 89.5467 89.4889 Natural
6768und N67 N68 87.9600 87.8400 89.5467 89.1527 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 -1.1978 -0.0629 0.0079 0.0379 0.0191 -1.1789 1903.4351 0
N2 -1.8185 -0.0954 0.0119 0.0520 0.0320 -1.7985 1905.9622 0
N3 -0.7895 -0.0414 0.0052 0.0814 0.0418 -0.7499 1908.1803 0
N4 -8.2362 -0.2289 0.0540 0.6553 0.5043 -8.0851 3597.0827 0
N5 -4.0733 -0.1128 0.0267 3.6318 3.3110 -3.7525 3607.2703 0
N6 -3.2298 -0.0891 0.0212 12.3642 11.7576 -2.6232 3610.9828 0
N7 -3.8525 -0.1054 0.0252 45.1844 43.8313 -2.4994 3611.9619 0
N8 -4.3004 -0.1032 0.0282 109.2725 106.8681 -1.8960 4058.0037 0
N9 -8.7251 -0.2114 0.0572 74.6827 73.1453 -7.1877 4053.4306 0
N10 -4.5459 -0.1118 0.0298 11.7937 9.7524 -2.5045 4055.8602 0
N11 -5.8056 -0.1419 0.0380 51.1692 38.5099 6.8537 4047.6981 0
N12 -3.2677 -0.0792 0.0214 121.6395 97.8684 20.5034 4015.7086 0
N13 -6.7289 -0.1185 0.0441 185.8451 158.1721 20.9442 5504.6527 0
N14 -5.7428 -0.1032 0.0376 106.6485 91.9529 8.9528 5466.6423 0
N15 -8.0091 -0.1467 0.0525 1.9314 0.3448 -6.4226 5458.4384 0
N24 -1.7457 -0.0319 0.0114 2.1910 0.3711 0.0743 5462.5978 0
N25 -17.8219 -0.2484 0.1168 0.7784 0.1385 -17.1820 7174.6385 0
N26 -14.2265 -0.1975 0.0932 0.8927 0.1969 -13.5307 7202.7246 0
N27 -9.4674 -0.1311 0.0620 1.3255 1.0823 -9.2241 7221.4359 0
N28 -9.8281 -0.4443 0.0644 0.8412 1.6180 -10.6049 2210.6940 0
N29 -49.4748 -1.1987 0.3242 3.2365 4.2408 -50.4791 4123.6942 0
N30 -60.4091 -0.8663 0.3959 14.2554 5.8328 -51.9864 6963.0321 0
N31 -87.1278 -0.8806 0.5710 17.2381 3.5660 -73.4557 9883.6356 0
N32 -51.3742 -0.4776 0.3367 5.8917 0.3904 -45.8729 10754.4910 0
N33 -1.0883 -0.1762 0.0071 0.0138 0.0166 -1.0911 617.7380 0
N34 -38.3109 -0.3345 0.2511 2.6368 0.1996 -35.8736 11452.1698 0
N35 -24.9319 -0.2167 0.1634 2.7273 0.2111 -22.4156 11505.6288 0
N36 -17.2670 -0.1428 0.1132 0.7661 0.1051 -16.6060 12089.2682 0
N37 -25.0188 -0.2063 0.1640 2.1776 1.7151 -24.5563 12127.8435 0
N38 -38.6371 -0.1990 0.2532 4.6338 4.6640 -38.6673 19414.8000 0
N39 -22.1121 -0.1136 0.1449 3.3279 3.7171 -22.5014 19467.8879 0
N41 -97.4786 -0.4978 0.6389 4.9019 1.9932 -94.5699 19577.9206 0
N42 -163.7653 -0.7861 1.0733 6.0633 0.0000 -157.7020 20830.7265 0
N43 -97.1010 -0.4607 0.6364 4.4907 0.0000 -92.6104 21075.7263 0
N44 -89.5988 -0.4124 0.5872 4.3428 0.0000 -85.2560 21721.9838 0
N45 -82.6526 -0.3714 0.5417 3.2629 0.0000 -79.3897 22255.3870 0
N69 -3.4289 -0.0104 0.0225 2.0101 0.0000 -1.4188 32812.0349 0
N46 -24.4073 -0.1092 0.1600 2.2998 0.0000 -22.1075 22353.4008 0
N47 -42.8620 -0.1884 0.2809 2.9449 0.0000 -39.9170 22744.5302 0
N48 -2.0568 -0.0812 0.0135 0.0623 0.0000 -1.9945 2534.5226 0
N49 -2.9556 -0.1164 0.0194 0.1343 0.0000 -2.8213 2538.2880 0
N50 -7.0769 -0.2070 0.0464 0.1683 0.0000 -6.9085 3419.4568 0
N51 0.6528 0.0191 0.0043 0.1727 0.0000 0.8254 3424.3872 0
N52 -7.3483 -0.1990 0.0482 0.1663 0.0000 -7.1820 3693.2418 0
N53 -25.0703 -0.6732 0.1643 1.4494 0.0000 -23.6210 3723.1152 0
N54 -21.3150 -0.0803 0.1397 3.8260 0.0000 -17.4890 26542.7938 0
N55 -0.1891 -0.0211 0.0012 0.0099 0.0000 -0.1792 895.5028 0
N56 -5.4744 -0.4502 0.0359 0.0371 0.0000 -5.4373 1216.0073 0
N57 -0.2445 -2.8718 0.0016 0.0637 0.0000 -0.1808 8.4832 0
N58 -52.1874 -7.4687 0.3420 0.0853 0.0000 -52.1021 698.7023 0
N59 -2.0633 -0.2193 0.0135 0.0387 0.0000 -2.0245 940.7853 0
N60 -2.1455 -0.2271 0.0141 0.0782 0.0000 -2.0673 944.7533 0
N61 -23.9998 -1.8878 0.1573 0.0875 0.0000 -23.9122 1271.2691 0
N62 5.2550 0.0189 0.0344 1.8030 0.0000 7.0580 27833.3130 0
N63 -1.9328 -0.1044 0.0127 0.7004 0.0000 -1.2324 1851.8216 0
N64 -46.4236 -0.1506 0.3043 1.9564 0.0000 -44.4673 30824.4724 0
N65 -3.0475 -0.0099 0.0200 3.1879 0.0000 0.1404 30867.6544 0
N66 -56.0959 -0.1715 0.3676 18.4142 0.0000 -37.6818 32697.0984 0
N67 -48.1184 -0.1468 0.3154 16.6463 0.0000 -31.4720 32763.9799 0
N68 -10.4747 -0.0319 0.0686 2.2122 0.0000 -8.2626 32802.2563 0
D1 -31.3688 -0.1128 0.2056 0.9172 0.0000 -30.4516 27812.5610 0
The total continuity error was -1484.1 cubic meters
The remaining total volume was 870.46 cubic meters
Your mean node continuity error was Excellent
Your worst node continuity error was Great
*===================================================*
| 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 950.9337 0.0000 0.0000 0.0000 -0.0001 0.0000 0.0000
N4 0.0000 0.0000 840.0445 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N8 0.0000 0.0000 225.6638 0.0000 0.0000 0.0000 -0.0049 0.0000 0.0000
N13 0.0000 0.0000 767.4697 0.0000 0.0000 0.0000 -0.0010 0.0000 0.0000
N25 0.0000 0.0000 848.1147 0.0000 0.0000 0.0000 -0.0001 0.0000 0.0000
N28 0.0000 0.0000 1099.8974 0.0000 0.0000 0.0000 -0.0001 0.0000 0.0000
N29 0.0000 0.0000 925.9547 0.0000 0.0000 0.0000 -0.0006 0.0000 0.0000
N30 0.0000 0.0000 1368.6336 0.0000 0.0000 0.0000 0.0007 0.0000 0.0000
N31 0.0000 0.0000 1397.6248 0.0000 0.0000 0.0000 0.0003 0.0000 0.0000
N32 0.0000 0.0000 376.1974 0.0000 0.0000 0.0000 0.0002 0.0000 0.0000
N33 0.0000 0.0000 308.2826 0.0000 0.0000 0.0000 -0.0001 0.0000 0.0000
N36 0.0000 0.0000 274.4930 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N42 0.0000 0.0000 502.9641 0.0000 0.0000 0.0000 0.0002 0.0000 0.0000
N44 0.0000 0.0000 236.4893 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N45 0.0000 0.0000 186.3031 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 16406.6756 0.0000 0.0000
N47 0.0000 0.0000 166.3320 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N48 0.0000 0.0000 1266.0920 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N50 0.0000 0.0000 436.2049 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N52 0.0000 0.0000 131.5826 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N55 0.0000 0.0000 447.5965 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N56 0.0000 0.0000 157.5065 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N58 0.0000 0.0000 318.9092 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N59 0.0000 0.0000 94.0245 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N61 0.0000 0.0000 150.4166 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N63 0.0000 0.0000 319.3623 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N64 0.0000 0.0000 558.9587 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N66 0.0000 0.0000 896.3496 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 0.7184 0.0000
N2 0.0000 0.0000 0.0000 0.5636 0.0000
N3 0.0000 0.0000 0.0000 0.6444 0.0000
N4 0.0000 0.0000 0.0000 0.8638 0.0000
N5 0.0000 0.0000 0.0000 0.8214 0.0000
N6 0.0000 0.0000 0.0000 0.6814 0.0000
N7 0.0000 0.0000 0.0000 1.2204 0.0000
N8 0.0000 0.0000 0.0000 1.7517 0.0000
N9 0.0000 0.0000 0.0000 2.1819 0.0000
N10 0.0000 0.0000 0.0000 1.8574 0.0000
N11 0.0000 0.0000 0.0000 0.9031 0.0000
N12 0.0000 0.0000 0.0000 1.5044 0.0000
N13 0.0000 0.0000 0.0000 2.1046 0.0000
N14 0.0000 0.0000 0.0000 2.6553 0.0000
N15 0.0000 0.0000 0.0000 0.4093 0.0000
N24 0.0000 0.0000 0.0000 0.6128 0.0000
N25 0.0000 0.0000 0.0000 0.5547 0.0000
N26 0.0000 0.0000 0.0000 0.9119 0.0000
N27 0.0000 0.0000 0.0000 0.5185 0.0000
N28 0.0000 0.0000 0.0000 0.2748 0.0000
N29 0.0000 0.0000 0.0000 0.3647 0.0000
N30 0.0000 0.0000 0.0000 0.3487 0.0000
N31 0.0000 0.0000 0.0000 0.6090 0.0000
N32 0.0000 0.0000 0.0000 0.9372 0.0000
N33 0.0000 0.0000 0.0000 0.3516 0.0000
N34 0.0000 0.0000 0.0000 0.8307 0.0000
N35 0.0000 0.0000 0.0000 0.8649 0.0000
N36 0.0000 0.0000 0.0000 0.6290 0.0000
N37 0.0000 0.0000 0.0000 0.8259 0.0000
N38 0.0000 0.0000 0.0000 1.1190 0.0000
N39 0.0000 0.0000 0.0000 1.0726 0.0000
N41 0.0000 0.0000 0.0000 1.0469 0.0000
N42 0.0000 0.0000 0.0000 1.0719 0.0000
N43 0.0000 0.0000 0.0000 1.0083 0.0000
N44 0.0000 0.0000 0.0000 0.8234 0.0000
N45 0.0000 0.0000 0.0000 1.0289 0.0000
N69 0.0000 0.0000 0.0000 1.3123 0.0000
N46 0.0000 0.0000 0.0000 1.2094 0.0000
N47 0.0000 0.0000 0.0000 1.1920 0.0000
N48 0.0000 0.0000 0.0000 0.3365 0.0000
N49 0.0000 0.0000 0.0000 0.3093 0.0000
N50 0.0000 0.0000 0.0000 0.3641 0.0000
N51 0.0000 0.0000 0.0000 0.4262 0.0000
N52 0.0000 0.0000 0.0000 0.5660 0.0000
N53 0.0000 0.0000 0.0000 0.9657 0.0000
N54 0.0000 0.0000 0.0000 1.3154 0.0000
N55 0.0000 0.0000 0.0000 1.0668 0.0000
N56 0.0000 0.0000 0.0000 1.1385 0.0000
N57 0.0000 0.0000 0.0000 0.0078 0.0000
N58 0.0000 0.0000 0.0000 0.1263 0.0000
N59 0.0000 0.0000 0.0000 0.1645 0.0000
N60 0.0000 0.0000 0.0000 0.1059 0.0000
N61 0.0000 0.0000 0.0000 0.4295 0.0000
N62 0.0000 0.0000 0.0000 1.5746 0.0000
N63 0.0000 0.0000 0.0000 1.3019 0.0000
N64 0.0000 0.0000 0.0000 0.9727 0.0000
N65 0.0000 0.0000 0.0000 1.4872 0.0000
N66 0.0000 0.0000 0.0000 1.7737 0.0000
N67 0.0000 0.0000 0.0000 1.9367 0.0000
N68 0.0000 0.0000 0.0000 1.3127 0.0000
D1 0.0000 0.0000 0.0000 1.7444 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 0.030 percent
The Conduit with the largest sinuosity was.......5663und with 2.261
*===================================================================*
| 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 951.2912 0.0440
N4 840.3975 0.0389
N8 225.7776 0.0105
N13 767.8257 0.0355
N25 848.4932 0.0393
N28 1100.1873 0.0509
N29 926.3227 0.0429
N30 1368.8006 0.0634
N31 1398.2681 0.0647
N32 376.3942 0.0174
N33 308.4371 0.0143
N36 274.6341 0.0127
N42 503.1916 0.0233
N44 236.5983 0.0110
N45 186.3784 0.0086
N47 166.3890 0.0077
N48 1266.5138 0.0586
N50 436.4015 0.0202
N52 131.6496 0.0061
N55 447.7659 0.0207
N56 157.5736 0.0073
N58 319.0507 See the original
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