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e10y25m.out
From the archive Output.zip, inside RAL17/0511 - Information Request Response. File date in the archive: 2018-02-12 11:54.
99.5680
L8 2.2528 2301.7033 0.1117 204.7473 ## N8 97.8000 99.5696
L9 2.2286 2304.3783 0.4665 43.6645 ## N9 97.3700 99.5700
L10 2.2286 2306.2106 0.3998 24.3587 ## N10 97.0000 98.8722
L11 2.2491 2296.4802 0.2426 154.6143 ## N11 96.7000 97.6169
L12 2.2714 2275.5229 0.1577 241.5512 ## N12 96.1000 97.6184
L13 3.1053 3121.8479 0.1797 307.1078 ## N13 95.5000 97.6187
L14 3.1018 3109.4482 0.7234 39.1456 ## N14 94.9500 97.6194
L15 3.0994 3115.5125 0.5810 70.5134 ## N15 94.4600 94.9046
L24 3.0719 3115.9075 0.7462 81.6960 ## N24 94.0300 94.6742
L25 3.9933 4096.5643 0.6865 94.7151 ## N25 93.5900 94.1837
L26 3.9550 4106.5605 1.0535 52.4593 ## N26 92.8500 93.8175
L27 3.9515 4115.9391 0.9481 64.7309 ## N27 92.7400 93.2942
L28 0.8478 1261.7157 0.6564 9.9564 ## N28 120.5000 120.8004
L29 1.7065 2373.0063 0.9720 13.1573 ## N29 113.5000 113.8968
L30 2.1125 4011.9718 0.7101 37.2015 ## N30 105.5000 105.8833
L31 3.0847 5683.9345 0.5640 197.7303 ## N31 97.5000 98.1545
L32 3.1997 6173.2585 0.9289 71.3239 ## N32 94.8000 95.7918
L33 0.4219 350.7409 0.3781 5.0538 ## N33 97.5100 97.8760
L34 3.3583 6561.9697 0.3237 182.5141 ## N34 94.0700 94.9470
L35 3.3731 6588.4676 0.7151 62.0548 ## N35 93.9700 94.8777
L36 3.4736 6915.9203 1.4600 83.0556 ## N36 92.9800 93.6522
W2637 0.0225 3.7211 0.1363 0.2178 ## N37 92.3100 93.1973
L37 3.5927 6950.7466 0.5691 172.0094 ## N38 92.0000 93.1809
L38 7.0159 11106.1948 0.8742 113.7156 ## N39 91.9800 93.1161
L39 -6.9809 -11128.6042 -0.8026 84.7429 ## N41 91.8800 92.9921
L41 6.9040 11237.0180 0.6331 599.6228 ## N42 91.4800 92.6212
4243 7.0817 12009.7306 0.7125 606.1597 ## N43 90.6500 91.7008
4344 7.0042 12131.1853 0.8332 408.4427 ## N44 90.0000 90.8730
6869 6.0172 18684.2945 0.4972 242.0359 ## N45 89.7000 90.7900
4445 7.0362 12480.4113 0.6141 383.7331 ## N69 87.6800 89.0679
4546 7.1101 12770.1287 1.0490 217.5899 ## N46 89.3400 90.7126
4647 6.8447 12791.1824 1.0928 185.6613 ## N47 89.3200 90.6884
4754 6.4796 13012.7207 0.8412 492.6613 ## N48 90.5800 90.9389
4849 1.2826 1438.3482 0.8509 17.9333 ## N49 90.4100 90.7417
4950 1.2809 1439.8455 0.6168 12.5736 ## N50 90.3300 90.7142
5051 1.8256 1941.5678 0.8754 56.6359 ## N51 90.0700 90.6789
5152 1.8355 1940.5448 0.7774 30.6527 ## N52 89.9300 90.6788
5253 2.0242 2096.6126 1.2369 138.6944 ## N53 89.5300 90.6786
5354 1.8159 2113.9605 0.4389 899.1910 ## N54 89.1800 90.6785
5462 5.8323 15142.5137 0.2728 496.1674 ## N55 98.9200 100.0027
5657 0.1173 19.2315 0.4321 0.0899 ## N56 98.4000 99.5423
5758 0.0997 19.5007 0.0929 1.0495 ## N57 99.2300 99.2460
5859 0.4338 435.0452 0.7464 2.2488 ## N58 92.4400 92.5839
5960 0.5436 543.8755 0.6963 3.2761 ## N59 91.6000 91.7780
6061 0.5400 546.3972 0.1814 33.5687 ## N60 91.1600 91.2748
6162 0.6957 747.3234 1.3922 159.8617 ## N61 90.5000 90.9570
6465 6.2483 17574.8901 0.9360 309.1411 ## N62 88.9200 90.6780
6566 6.0207 17570.5966 0.7488 610.1360 ## N63 95.7500 97.0594
6667 6.0414 18629.1719 0.3167 2048.7762 ## N64 88.6300 89.6471
L595 5.9180 15866.1767 0.1915 302.0165 ## N65 88.0800 89.6112
5556ova 0.2831 114.8100 1.4546 1.0572 ## N66 87.7800 89.5961
5556unda 0.2207 393.4747 1.9748 1.7887 ## N67 87.6100 89.5877
5663ova 0.3372 198.8554 1.1541 2.4605 ## N68 87.8400 89.2283
5663und 0.2353 475.1560 2.1561 2.2085 ## D1 88.7500 90.6779
6364ova 0.3444 108.9198 0.6914 0.3035 ##
6364und 0.6282 922.9763 3.9165 2.3232 ##
6264ova 0.0000 0.0000 0.0000 0.0000 ##
6264und 2.9308 15862.9820 3.1899 16.5878 ##
6768ova 2.3901 2632.3356 0.8230 28.4019 ##
6768und 2.0372 16042.4770 2.1424 17.1892 ##
FREE # 1 6.0172 18685.9436 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 1.0532 1080.4624
N2 N3 1.0477 1082.6007
N3 N4 1.0368 1083.2950
N4 N5 2.0111 2044.6341
N5 N6 1.9978 2048.6298
N6 N7 1.9941 2050.1933
N7 N8 1.9897 2050.5689
N8 N9 2.2528 2301.7033
N9 N10 2.2286 2304.3783
N10 N11 2.2286 2306.2106
N11 N12 2.2491 2296.4802
N12 N13 2.2714 2275.5229
N13 N14 3.1053 3121.8479
N14 N15 3.1018 3109.4482
N15 N24 3.0994 3115.5125
N24 N25 3.0719 3115.9075
N25 N26 3.9933 4096.5643
N26 N27 3.9550 4106.5605
N27 N38 3.9515 4115.9391
N28 N29 0.8478 1261.7157
N29 N30 1.7065 2373.0063
N30 N31 2.1125 4011.9718
N31 N32 3.0847 5683.9345
N32 N34 3.1997 6173.2585
N33 N34 0.4219 350.7409
N34 N35 3.3583 6561.9697
N35 N36 3.3731 6588.4676
N36 N37 3.4736 6915.9203
N26 N37 0.0225 3.7211
N37 N38 3.5927 6950.7466
N38 N39 7.0159 11106.1948
N41 N39 6.9809 11128.6042
N41 N42 6.9040 11237.0180
N42 N43 7.0817 12009.7306
N43 N44 7.0042 12131.1853
N68 N69 6.0172 18684.2945
N44 N45 7.0362 12480.4113
N45 N46 7.1101 12770.1287
N46 N47 6.8447 12791.1824
N47 N54 6.4796 13012.7207
N48 N49 1.2826 1438.3482
N49 N50 1.2809 1439.8455
N50 N51 1.8256 1941.5678
N51 N52 1.8355 1940.5448
N52 N53 2.0242 2096.6126
N53 N54 1.8159 2113.9605
N54 N62 5.8323 15142.5137
N56 N57 0.1173 19.2315
N57 N58 0.0997 19.5007
N58 N59 0.4338 435.0452
N59 N60 0.5436 543.8755
N60 N61 0.5400 546.3972
N61 N62 0.6957 747.3234
N64 N65 6.2483 17574.8901
N65 N66 6.0207 17570.5966
N66 N67 6.0414 18629.1719
N62 D1 5.9180 15866.1767
N55 N56 0.5038 508.2847
N56 N63 0.5725 674.0114
N63 N64 0.9695 1031.8961
D1 N64 5.8615 15862.9820
N67 N68 6.0186 18674.8126
#########################################################
# 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 103.5885 102.3064 Natural
L2 N2 N3 101.7100 100.3800 102.3064 101.0623 Natural
L3 N3 N4 100.3800 99.4600 101.0623 100.3732 Natural
L4 N4 N5 99.4600 99.0400 100.3732 99.9107 Natural
L5 N5 N6 99.0400 98.8600 99.9107 99.5568 Natural
L6 N6 N7 98.8600 98.3300 99.5568 99.5680 Natural
L7 N7 N8 98.3300 97.8000 99.5680 99.5696 Natural
L8 N8 N9 97.8000 97.3700 99.5696 99.5699 Natural
L9 N9 N10 99.2200 99.2100 99.5700 99.3946 Natural
L10 N10 N11 98.7000 96.7000 98.8722 97.6169 Natural
L11 N11 N12 96.7000 96.1000 97.6169 97.6184 Natural
L12 N12 N13 96.1000 95.5000 97.6184 97.6187 Natural
L13 N13 N14 95.5000 94.9500 97.6187 97.6194 Natural
L14 N14 N15 97.1400 97.1300 97.6194 97.5267 Natural
L15 N15 N24 94.4600 94.0300 94.9046 94.6742 Natural
L24 N24 N25 94.0300 93.5900 94.6742 94.1837 Natural
L25 N25 N26 93.5900 92.8500 94.1837 93.8175 Natural
L26 N26 N27 92.8500 92.7400 93.8175 93.2942 Natural
L27 N27 N38 92.7400 92.0000 93.2942 93.1809 Natural
L28 N28 N29 120.5000 113.5000 120.8004 113.8968 Natural
L29 N29 N30 113.5000 105.5000 113.8968 105.8833 Natural
L30 N30 N31 105.5000 97.5000 105.8833 98.1545 Natural
L31 N31 N32 97.5000 94.8000 98.1545 95.7918 Natural
L32 N32 N34 94.8000 94.0700 95.7918 94.9470 Natural
L33 N33 N34 97.5100 97.1200 97.8760 97.3206 Natural
L34 N34 N35 94.0700 93.9700 94.9470 94.8777 Natural
L35 N35 N36 93.9700 92.9800 94.8777 93.6522 Natural
L36 N36 N37 92.9800 92.3100 93.6522 93.1973 Natural
W2637 N26 N37 93.7200 93.6200 93.8175 93.6362 Natural
L37 N37 N38 92.3100 92.0000 93.1973 93.1809 Natural
L38 N38 N39 92.0000 91.9800 93.1809 93.1161 Natural
L39 N41 N39 92.1800 91.9800 92.9921 93.1161 Natural
L41 N41 N42 91.8800 91.4800 92.9921 92.6212 Natural
4243 N42 N43 91.4800 90.6500 92.6212 91.7008 Natural
4344 N43 N44 90.6500 90.0000 91.7008 90.8730 Natural
6869 N68 N69 87.8400 87.6800 89.2283 89.0679 Natural
4445 N44 N45 90.0000 89.7000 90.8730 90.7900 Natural
4546 N45 N46 89.7000 89.3400 90.7900 90.7126 Natural
4647 N46 N47 89.3400 89.3200 90.7126 90.6884 Natural
4754 N47 N54 89.3200 89.1800 90.6884 90.6785 Natural
4849 N48 N49 90.5800 90.4100 90.9388 90.7418 Natural
4950 N49 N50 90.4100 90.3300 90.7417 90.7142 Natural
5051 N50 N51 90.3300 90.0700 90.7142 90.6789 Natural
5152 N51 N52 90.0700 89.9300 90.6789 90.6788 Natural
5253 N52 N53 89.9300 89.5300 90.6788 90.6786 Natural
5354 N53 N54 89.5300 89.2600 90.6786 90.6785 Natural
5462 N54 N62 89.2600 88.9200 90.6785 90.6780 Natural
5657 N56 N57 99.5300 99.2300 99.5423 99.2460 Natural
5758 N57 N58 99.2300 92.4400 99.2460 92.5839 Natural
5859 N58 N59 92.4400 91.6000 92.5839 91.7780 Natural
5960 N59 N60 91.6000 91.1600 91.7780 91.2748 Natural
6061 N60 N61 91.1600 90.5000 91.2748 90.9570 Natural
6162 N61 N62 90.5000 88.9200 90.9570 90.6780 Natural
6465 N64 N65 88.6300 88.0800 89.6471 89.6112 Natural
6566 N65 N66 88.0800 87.7800 89.6112 89.5961 Natural
6667 N66 N67 87.7800 87.6100 89.5961 89.5877 Natural
L595 N62 D1 88.9200 88.7500 90.6779 90.6779 Natural
5556ova N55 N56 99.8500 99.4000 100.0027 99.5521 Natural
5556unda N55 N56 98.9200 98.4700 100.0027 99.5423 Circular
5663ova N56 N63 99.4000 98.0000 99.5423 98.1420 Natural
5663und N56 N63 98.4000 97.0000 99.5423 97.3424 Circular
6364ova N63 N64 97.0000 89.9000 97.0594 89.9403 Natural
6364und N63 N64 95.7500 88.6300 97.0594 89.6471 Circular
6264ova D1 N64 90.8800 90.8600 89.6471 89.6471 Natural
6264und D1 N64 88.7500 88.6300 90.6779 89.6471 Circular
6768ova N67 N68 89.4000 89.3800 89.5877 89.5268 Natural
6768und N67 N68 87.9600 87.8400 89.5877 89.2283 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 -1.4364 -0.0665 0.0083 0.0380 0.0191 -1.4174 2160.0072 0
N2 -2.2355 -0.1033 0.0129 0.0522 0.0320 -2.2152 2163.0631 0
N3 -0.8764 -0.0405 0.0051 0.0818 0.0418 -0.8364 2165.8957 0
N4 -9.4206 -0.2308 0.0544 0.6553 0.5043 -9.2696 4080.6489 0
N5 -5.5520 -0.1355 0.0321 3.6310 3.3110 -5.2320 4093.2639 0
N6 -3.7725 -0.0918 0.0218 12.3621 11.7576 -3.1681 4098.8231 0
N7 -4.6576 -0.1124 0.0269 45.1760 43.8313 -3.3128 4100.7623 0
N8 -5.5912 -0.1186 0.0323 109.2630 106.8681 -3.1963 4608.1725 0
N9 -10.7639 -0.2300 0.0622 74.6794 73.1453 -9.2299 4606.0816 0
N10 -4.8704 -0.1054 0.0281 11.7943 9.7524 -2.8285 4610.5890 0
N11 -5.9751 -0.1286 0.0345 51.1742 38.5099 6.6891 4602.6908 0
N12 -4.6708 -0.0998 0.0270 121.6486 97.8684 19.1094 4572.0031 0
N13 -7.4890 -0.1163 0.0432 185.8598 158.1721 20.1987 6267.5424 0
N14 -6.8873 -0.1088 0.0398 106.6584 91.9529 7.8183 6231.2961 0
N15 -8.6937 -0.1396 0.0502 1.9325 0.3448 -7.1060 6224.9607 0
N24 -3.2908 -0.0528 0.0190 2.1923 0.3711 -1.4695 6231.4200 0
N25 -20.3870 -0.2494 0.1177 0.7792 0.1385 -19.7463 8174.3050 0
N26 -16.4005 -0.1998 0.0947 0.8936 0.1969 -15.7038 8206.8460 0
N27 -10.9833 -0.1336 0.0634 1.3300 1.0823 -10.7356 8222.4997 0
N28 -11.3583 -0.4520 0.0656 0.8464 1.6180 -12.1299 2511.5791 0
N29 -59.5133 -1.2691 0.3437 3.2840 4.2408 -60.4702 4685.7994 0
N30 -82.9067 -1.0415 0.4788 14.5692 5.8328 -74.1703 7949.9432 0
N31 -102.0074 -0.9034 0.5891 17.6040 3.5660 -87.9694 11280.8067 0
N32 -68.3589 -0.5564 0.3948 5.9970 0.3904 -62.7523 12283.8018 0
N33 -1.4084 -0.2011 0.0081 0.0138 0.0166 -1.4112 700.3390 0
N34 -43.0252 -0.3288 0.2485 2.6945 0.1996 -40.5303 13085.9691 0
N35 -31.5893 -0.2402 0.1824 2.7853 0.2111 -29.0150 13150.4373 0
N36 -19.1260 -0.1384 0.1105 0.7837 0.1051 -18.4474 13815.6708 0
N37 -32.8194 -0.2366 0.1895 2.2004 1.7151 -32.3342 13870.3880 0
N38 -43.9259 -0.1981 0.2537 4.6616 4.6640 -43.9283 22172.8805 0
N39 -25.8827 -0.1164 0.1495 3.3417 3.7171 -26.2580 22234.7990 0
N41 -113.6010 -0.5078 0.6561 4.9627 1.9932 -110.6315 22365.6221 0
N42 -209.9771 -0.8815 1.2126 6.1626 0.0000 -203.8145 23817.1464 0
N43 -128.2291 -0.5311 0.7405 4.5633 0.0000 -123.6659 24140.9158 0
N44 -87.3281 -0.3510 0.5043 4.4046 0.0000 -82.9235 24879.7948 0
N45 -83.2418 -0.3269 0.4807 3.3077 0.0000 -79.9341 25461.9834 0
N69 -3.7579 -0.0101 0.0217 2.0497 0.0000 -1.7082 37370.2381 0
N46 -25.1399 -0.0983 0.1452 2.3371 0.0000 -22.8028 25561.3111 0
N47 -37.3250 -0.1436 0.2156 2.9883 0.0000 -34.3367 25992.8337 0
N48 -2.7981 -0.0973 0.0162 0.0626 0.0000 -2.7355 2874.6748 0
N49 -2.2203 -0.0771 0.0128 0.1349 0.0000 -2.0854 2878.1937 0
N50 -8.5158 -0.2197 0.0492 0.1691 0.0000 -8.3467 3875.4909 0
N51 0.3815 0.0098 0.0022 0.1735 0.0000 0.5551 3882.1126 0
N52 -7.4063 -0.1769 0.0428 0.1672 0.0000 -7.2391 4186.3787 0
N53 -18.9157 -0.4492 0.1092 1.4646 0.0000 -17.4511 4210.5731 0
N54 -23.3384 -0.0771 0.1348 3.8700 0.0000 -19.4684 30269.1949 0
N55 -0.0645 -0.0063 0.0004 0.0099 0.0000 -0.0545 1016.6833 0
N56 -6.4667 -0.4685 0.0373 0.0372 0.0000 -6.4295 1380.1595 0
N57 -0.3776 -0.9740 0.0022 0.0639 0.0000 -0.3137 38.7322 0
N58 -54.1175 -6.6299 0.3125 0.0856 0.0000 -54.0319 816.2233 0
N59 -2.3101 -0.2128 0.0133 0.0389 0.0000 -2.2713 1085.5499 0
N60 -2.6482 -0.2429 0.0153 0.0784 0.0000 -2.5697 1090.2727 0
N61 -30.8516 -2.1069 0.1782 0.0879 0.0000 -30.7637 1464.2943 0
N62 7.2892 0.0230 0.0421 1.8328 0.0000 9.1220 31756.0137 0
N63 0.8088 0.0391 0.0047 0.7072 0.0000 1.5159 2068.0792 0
N64 -47.9864 -0.1367 0.2771 1.9826 0.0000 -46.0038 35103.6867 0
N65 0.1037 0.0003 0.0006 3.2282 0.0000 3.3319 35145.4867 0
N66 -61.6966 -0.1657 0.3563 18.5125 0.0000 -43.1840 37216.3309 0
N67 -64.0512 -0.1717 0.3699 16.7246 0.0000 -47.3266 37303.9845 0
N68 -11.6446 -0.0312 0.0672 2.2548 0.0000 -9.3898 37359.1071 0
D1 -35.5567 -0.1121 0.2053 0.9372 0.0000 -34.6196 31729.1588 0
The total continuity error was -1716.9 cubic meters
The remaining total volume was 872.38 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 1079.0960 0.0000 0.0000 0.0000 -0.0001 0.0000 0.0000
N4 0.0000 0.0000 952.2867 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N8 0.0000 0.0000 255.7657 0.0000 0.0000 0.0000 -0.0049 0.0000 0.0000
N13 0.0000 0.0000 869.7399 0.0000 0.0000 0.0000 -0.0010 0.0000 0.0000
N25 0.0000 0.0000 961.3659 0.0000 0.0000 0.0000 -0.0001 0.0000 0.0000
N28 0.0000 0.0000 1249.4805 0.0000 0.0000 0.0000 -0.0001 0.0000 0.0000
N29 0.0000 0.0000 1050.6182 0.0000 0.0000 0.0000 -0.0006 0.0000 0.0000
N30 0.0000 0.0000 1564.7503 0.0000 0.0000 0.0000 0.0007 0.0000 0.0000
N31 0.0000 0.0000 1584.1206 0.0000 0.0000 0.0000 0.0003 0.0000 0.0000
N32 0.0000 0.0000 426.3765 0.0000 0.0000 0.0000 0.0002 0.0000 0.0000
N33 0.0000 0.0000 349.4136 0.0000 0.0000 0.0000 -0.0001 0.0000 0.0000
N36 0.0000 0.0000 311.1151 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N42 0.0000 0.0000 570.1177 0.0000 0.0000 0.0000 0.0002 0.0000 0.0000
N44 0.0000 0.0000 268.0645 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N45 0.0000 0.0000 211.3491 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 18685.9436 0.0000 0.0000
N47 0.0000 0.0000 188.8574 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N48 0.0000 0.0000 1435.7831 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N50 0.0000 0.0000 493.8353 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N52 0.0000 0.0000 149.1419 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N55 0.0000 0.0000 508.1838 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N56 0.0000 0.0000 178.5483 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N58 0.0000 0.0000 361.5025 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N59 0.0000 0.0000 106.5710 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N61 0.0000 0.0000 170.4823 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N63 0.0000 0.0000 361.9831 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N64 0.0000 0.0000 633.6152 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N66 0.0000 0.0000 1016.0867 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 0.7587 0.0000
N2 0.0000 0.0000 0.0000 0.5964 0.0000
N3 0.0000 0.0000 0.0000 0.6823 0.0000
N4 0.0000 0.0000 0.0000 0.9132 0.0000
N5 0.0000 0.0000 0.0000 0.8707 0.0000
N6 0.0000 0.0000 0.0000 0.6968 0.0000
N7 0.0000 0.0000 0.0000 1.2380 0.0000
N8 0.0000 0.0000 0.0000 1.7696 0.0000
N9 0.0000 0.0000 0.0000 2.1999 0.0000
N10 0.0000 0.0000 0.0000 1.8722 0.0000
N11 0.0000 0.0000 0.0000 0.9169 0.0000
N12 0.0000 0.0000 0.0000 1.5184 0.0000
N13 0.0000 0.0000 0.0000 2.1187 0.0000
N14 0.0000 0.0000 0.0000 2.6694 0.0000
N15 0.0000 0.0000 0.0000 0.4446 0.0000
N24 0.0000 0.0000 0.0000 0.6442 0.0000
N25 0.0000 0.0000 0.0000 0.5937 0.0000
N26 0.0000 0.0000 0.0000 0.9675 0.0000
N27 0.0000 0.0000 0.0000 0.5542 0.0000
N28 0.0000 0.0000 0.0000 0.3004 0.0000
N29 0.0000 0.0000 0.0000 0.3968 0.0000
N30 0.0000 0.0000 0.0000 0.3833 0.0000
N31 0.0000 0.0000 0.0000 0.6545 0.0000
N32 0.0000 0.0000 0.0000 0.9918 0.0000
N33 0.0000 0.0000 0.0000 0.3660 0.0000
N34 0.0000 0.0000 0.0000 0.8770 0.0000
N35 0.0000 0.0000 0.0000 0.9077 0.0000
N36 0.0000 0.0000 0.0000 0.6722 0.0000
N37 0.0000 0.0000 0.0000 0.8873 0.0000
N38 0.0000 0.0000 0.0000 1.1809 0.0000
N39 0.0000 0.0000 0.0000 1.1361 0.0000
N41 0.0000 0.0000 0.0000 1.1121 0.0000
N42 0.0000 0.0000 0.0000 1.1412 0.0000
N43 0.0000 0.0000 0.0000 1.0508 0.0000
N44 0.0000 0.0000 0.0000 0.8730 0.0000
N45 0.0000 0.0000 0.0000 1.0900 0.0000
N69 0.0000 0.0000 0.0000 1.3879 0.0000
N46 0.0000 0.0000 0.0000 1.3726 0.0000
N47 0.0000 0.0000 0.0000 1.3684 0.0000
N48 0.0000 0.0000 0.0000 0.3589 0.0000
N49 0.0000 0.0000 0.0000 0.3318 0.0000
N50 0.0000 0.0000 0.0000 0.3842 0.0000
N51 0.0000 0.0000 0.0000 0.6089 0.0000
N52 0.0000 0.0000 0.0000 0.7488 0.0000
N53 0.0000 0.0000 0.0000 1.1486 0.0000
N54 0.0000 0.0000 0.0000 1.4985 0.0000
N55 0.0000 0.0000 0.0000 1.0827 0.0000
N56 0.0000 0.0000 0.0000 1.1423 0.0000
N57 0.0000 0.0000 0.0000 0.0160 0.0000
N58 0.0000 0.0000 0.0000 0.1439 0.0000
N59 0.0000 0.0000 0.0000 0.1780 0.0000
N60 0.0000 0.0000 0.0000 0.1148 0.0000
N61 0.0000 0.0000 0.0000 0.4570 0.0000
N62 0.0000 0.0000 0.0000 1.7579 0.0000
N63 0.0000 0.0000 0.0000 1.3094 0.0000
N64 0.0000 0.0000 0.0000 1.0171 0.0000
N65 0.0000 0.0000 0.0000 1.5312 0.0000
N66 0.0000 0.0000 0.0000 1.8161 0.0000
N67 0.0000 0.0000 0.0000 1.9777 0.0000
N68 0.0000 0.0000 0.0000 1.3883 0.0000
D1 0.0000 0.0000 0.0000 1.9279 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.N67 with 0.032 percent
The Conduit with the largest sinuosity was.......6364und with 4.566
*===================================================================*
| 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 1079.5448 0.0500
N4 952.7197 0.0441
N8 255.9003 0.0118
N13 870.1716 0.0403
N25 961.8332 0.0445
N28 1249.8633 0.0579
N29 1051.0773 0.0487
N30 1564.9651 0.0725
N31 1584.9005 0.0734
N32 426.6088 0.0198
N33 349.5981 0.0162
N36 311.2828 0.0144
N42 570.3979 0.0264
N44 268.1983 0.0124
N45 211.4434 0.0098
N47 188.9307 0.0087
N48 1436.3266 0.0665
N50 494.0776 0.0229
N52 149.2213 0.0069
N55 508.3987 0.0235
N56 178.6319 0.0083
N58 361.6774 See the original
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