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e20y25m.out
From the archive Output.zip, inside RAL17/0511 - Information Request Response. File date in the archive: 2018-02-12 11:45.
99.5905
L8 2.7174 2683.1051 0.1316 209.3930 ## N8 97.8000 99.5929
L9 2.6852 2686.7149 0.5091 48.3830 ## N9 97.3700 99.5935
L10 2.6856 2688.6591 0.4629 25.9940 ## N10 97.0000 98.8921
L11 2.7080 2679.0315 0.2844 159.0314 ## N11 96.7000 97.6343
L12 2.7376 2657.9239 0.1865 246.2957 ## N12 96.1000 97.6361
L13 3.7351 3648.5744 0.2113 314.1268 ## N13 95.5000 97.6369
L14 3.7314 3637.1620 0.7950 43.4085 ## N14 94.9500 97.6378
L15 3.7289 3644.2765 0.6277 78.4790 ## N15 94.4600 94.9503
L24 3.6974 3644.2473 0.7952 92.6233 ## N24 94.0300 94.7164
L25 4.8139 4785.7286 0.7408 105.7465 ## N25 93.5900 94.2329
L26 4.6955 4780.1676 1.1193 58.6641 ## N26 92.8500 93.8847
L27 4.6906 4790.8964 0.9773 74.0761 ## N27 92.7400 93.3385
L28 1.0480 1473.7243 0.6827 13.0816 ## N28 120.5000 120.8344
L29 2.0907 2766.2453 1.0290 17.0668 ## N29 113.5000 113.9377
L30 2.5909 4694.9072 0.7225 49.3100 ## N30 105.5000 105.9290
L31 3.6433 6649.9768 0.5696 253.4939 ## N31 97.5000 98.2230
L32 3.7396 7196.3183 0.9683 79.6001 ## N32 94.8000 95.8595
L33 0.4963 408.4590 0.3926 6.1481 ## N33 97.5100 97.8932
L34 3.9140 7645.9981 0.3544 193.6841 ## N34 94.0700 94.9831
L35 3.9189 7678.0383 0.7502 71.9900 ## N35 93.9700 94.9032
L36 4.0554 8060.6223 1.4622 104.1025 ## N36 92.9800 93.6753
W2637 0.0988 20.8225 0.2356 2.6230 ## N37 92.3100 93.2845
L37 4.2114 8122.2628 0.5990 199.7818 ## N38 92.0000 93.2689
L38 8.4624 12955.8966 0.9065 132.5287 ## N39 91.9800 93.2056
L39 -8.4123 -12982.4307 -0.8403 98.1113 ## N41 91.8800 93.0836
L41 8.3253 13103.3513 0.6799 670.5556 ## N42 91.4800 92.6989
4243 8.5535 13975.5595 0.7191 708.5702 ## N43 90.6500 91.7637
4344 8.4230 14140.6798 0.8608 481.8956 ## N44 90.0000 91.0024
6869 6.8534 21682.7382 0.5135 266.9262 ## N45 89.7000 90.9627
4445 8.3549 14497.3205 0.6617 478.6113 ## N69 87.6800 89.1464
4546 8.2840 14832.2036 1.0588 292.6956 ## N46 89.3400 90.9270
4647 7.9075 14856.9029 1.1202 237.8449 ## N47 89.3200 90.9119
4754 7.3592 15106.8571 0.7953 639.9486 ## N48 90.5800 90.9675
4849 1.5533 1676.7787 0.8936 24.6217 ## N49 90.4100 90.9071
4950 1.5463 1676.2930 0.6658 21.5321 ## N50 90.3300 90.9066
5051 2.1805 2255.5880 0.9410 103.2377 ## N51 90.0700 90.9061
5152 2.2273 2253.6634 0.8698 46.7959 ## N52 89.9300 90.9062
5253 2.5122 2434.4637 1.2819 196.6495 ## N53 89.5300 90.9064
5354 1.9905 2448.5403 0.4561 1102.8413 ## N54 89.1800 90.9063
5462 6.5547 17569.1027 0.2731 593.9399 ## N55 98.9200 100.0223
5657 0.2236 52.1403 0.4979 0.2171 ## N56 98.4000 99.5475
5758 0.2096 52.6316 0.1581 1.5808 ## N57 99.2300 99.2538
5859 0.6013 529.0851 0.8560 3.0525 ## N58 92.4400 92.6117
5960 0.7277 655.6902 0.7758 4.4563 ## N59 91.6000 91.8007
6061 0.7241 658.7546 0.2065 44.7310 ## N60 91.1600 91.2896
6162 0.8714 893.6840 1.4211 204.6679 ## N61 90.5000 91.0134
6465 6.8350 20387.4514 0.9435 329.2383 ## N62 88.9200 90.9058
6566 6.7426 20381.9078 0.7647 635.3792 ## N63 95.7500 97.0664
6667 6.8702 21618.6103 0.3267 2116.2411 ## N64 88.6300 89.6866
L595 6.4828 18428.7665 0.1915 357.4794 ## N65 88.0800 89.6490
5556ova 0.3812 175.7435 1.5244 1.5386 ## N66 87.7800 89.6318
5556unda 0.2247 417.1715 2.0097 1.7889 ## N67 87.6100 89.6218
5663ova 0.3718 258.0970 1.1944 2.7088 ## N68 87.8400 89.3066
5663und 0.2357 497.7712 2.1595 2.2104 ## D1 88.7500 90.9057
6364ova 0.4651 183.4407 0.7776 0.4989 ##
6364und 0.6288 993.7777 3.9214 2.4129 ##
6264ova 0.0182 4.4033 0.1476 0.2949 ##
6264und 3.2111 18420.1925 3.4454 16.7623 ##
6768ova 3.4536 4854.8890 0.9176 36.9109 ##
6768und 2.0416 16815.8151 2.1471 17.1906 ##
FREE # 1 6.8534 21684.9114 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 1.2681 1260.1774
N2 N3 1.2612 1262.4989
N3 N4 1.2496 1263.3061
N4 N5 2.4125 2382.5658
N5 N6 2.3982 2387.2612
N6 N7 2.4060 2388.9649
N7 N8 2.4108 2389.7612
N8 N9 2.7174 2683.1051
N9 N10 2.6852 2686.7149
N10 N11 2.6856 2688.6591
N11 N12 2.7080 2679.0315
N12 N13 2.7376 2657.9239
N13 N14 3.7351 3648.5744
N14 N15 3.7314 3637.1620
N15 N24 3.7289 3644.2765
N24 N25 3.6974 3644.2473
N25 N26 4.8139 4785.7286
N26 N27 4.6955 4780.1676
N27 N38 4.6906 4790.8964
N28 N29 1.0480 1473.7243
N29 N30 2.0907 2766.2453
N30 N31 2.5909 4694.9072
N31 N32 3.6433 6649.9768
N32 N34 3.7396 7196.3183
N33 N34 0.4963 408.4590
N34 N35 3.9140 7645.9981
N35 N36 3.9189 7678.0383
N36 N37 4.0554 8060.6223
N26 N37 0.0988 20.8225
N37 N38 4.2114 8122.2628
N38 N39 8.4624 12955.8966
N41 N39 8.4123 12982.4307
N41 N42 8.3253 13103.3513
N42 N43 8.5535 13975.5595
N43 N44 8.4230 14140.6798
N68 N69 6.8534 21682.7382
N44 N45 8.3549 14497.3205
N45 N46 8.2840 14832.2036
N46 N47 7.9075 14856.9029
N47 N54 7.3592 15106.8571
N48 N49 1.5533 1676.7787
N49 N50 1.5463 1676.2930
N50 N51 2.1805 2255.5880
N51 N52 2.2273 2253.6634
N52 N53 2.5122 2434.4637
N53 N54 1.9905 2448.5403
N54 N62 6.5547 17569.1027
N56 N57 0.2236 52.1403
N57 N58 0.2096 52.6316
N58 N59 0.6013 529.0851
N59 N60 0.7277 655.6902
N60 N61 0.7241 658.7546
N61 N62 0.8714 893.6840
N64 N65 6.8350 20387.4514
N65 N66 6.7426 20381.9078
N66 N67 6.8702 21618.6103
N62 D1 6.4828 18428.7665
N55 N56 0.6059 592.9150
N56 N63 0.6075 755.8682
N63 N64 1.0894 1177.2183
D1 N64 6.4404 18424.5958
N67 N68 6.8544 21670.7041
#########################################################
# 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 103.6414 102.3505 Natural
L2 N2 N3 101.7100 100.3800 102.3504 101.1123 Natural
L3 N3 N4 100.3800 99.4600 101.1123 100.4370 Natural
L4 N4 N5 99.4600 99.0400 100.4370 99.9732 Natural
L5 N5 N6 99.0400 98.8600 99.9732 99.5764 Natural
L6 N6 N7 98.8600 98.3300 99.5764 99.5905 Natural
L7 N7 N8 98.3300 97.8000 99.5905 99.5929 Natural
L8 N8 N9 97.8000 97.3700 99.5929 99.5935 Natural
L9 N9 N10 99.2200 99.2100 99.5935 99.4066 Natural
L10 N10 N11 98.7000 96.7000 98.8921 97.6343 Natural
L11 N11 N12 96.7000 96.1000 97.6343 97.6361 Natural
L12 N12 N13 96.1000 95.5000 97.6361 97.6369 Natural
L13 N13 N14 95.5000 94.9500 97.6369 97.6378 Natural
L14 N14 N15 97.1400 97.1300 97.6378 97.5297 Natural
L15 N15 N24 94.4600 94.0300 94.9503 94.7165 Natural
L24 N24 N25 94.0300 93.5900 94.7164 94.2329 Natural
L25 N25 N26 93.5900 92.8500 94.2329 93.8847 Natural
L26 N26 N27 92.8500 92.7400 93.8847 93.3385 Natural
L27 N27 N38 92.7400 92.0000 93.3385 93.2689 Natural
L28 N28 N29 120.5000 113.5000 120.8344 113.9377 Natural
L29 N29 N30 113.5000 105.5000 113.9377 105.9290 Natural
L30 N30 N31 105.5000 97.5000 105.9290 98.2230 Natural
L31 N31 N32 97.5000 94.8000 98.2230 95.8595 Natural
L32 N32 N34 94.8000 94.0700 95.8595 94.9831 Natural
L33 N33 N34 97.5100 97.1200 97.8932 97.3352 Natural
L34 N34 N35 94.0700 93.9700 94.9831 94.9032 Natural
L35 N35 N36 93.9700 92.9800 94.9032 93.6753 Natural
L36 N36 N37 92.9800 92.3100 93.6753 93.2845 Natural
W2637 N26 N37 93.7200 93.6200 93.8847 93.6910 Natural
L37 N37 N38 92.3100 92.0000 93.2845 93.2689 Natural
L38 N38 N39 92.0000 91.9800 93.2689 93.2056 Natural
L39 N41 N39 92.1800 91.9800 93.0836 93.2056 Natural
L41 N41 N42 91.8800 91.4800 93.0836 92.6989 Natural
4243 N42 N43 91.4800 90.6500 92.6989 91.7637 Natural
4344 N43 N44 90.6500 90.0000 91.7637 91.0024 Natural
6869 N68 N69 87.8400 87.6800 89.3066 89.1464 Natural
4445 N44 N45 90.0000 89.7000 91.0024 90.9627 Natural
4546 N45 N46 89.7000 89.3400 90.9627 90.9270 Natural
4647 N46 N47 89.3400 89.3200 90.9270 90.9119 Natural
4754 N47 N54 89.3200 89.1800 90.9119 90.9063 Natural
4849 N48 N49 90.5800 90.4100 90.9674 90.9071 Natural
4950 N49 N50 90.4100 90.3300 90.9071 90.9066 Natural
5051 N50 N51 90.3300 90.0700 90.9066 90.9061 Natural
5152 N51 N52 90.0700 89.9300 90.9061 90.9062 Natural
5253 N52 N53 89.9300 89.5300 90.9062 90.9064 Natural
5354 N53 N54 89.5300 89.2600 90.9064 90.9063 Natural
5462 N54 N62 89.2600 88.9200 90.9063 90.9058 Natural
5657 N56 N57 99.5300 99.2300 99.5475 99.2538 Natural
5758 N57 N58 99.2300 92.4400 99.2538 92.6117 Natural
5859 N58 N59 92.4400 91.6000 92.6117 91.8007 Natural
5960 N59 N60 91.6000 91.1600 91.8007 91.2896 Natural
6061 N60 N61 91.1600 90.5000 91.2896 91.0134 Natural
6162 N61 N62 90.5000 88.9200 91.0134 90.9058 Natural
6465 N64 N65 88.6300 88.0800 89.6866 89.6490 Natural
6566 N65 N66 88.0800 87.7800 89.6490 89.6318 Natural
6667 N66 N67 87.7800 87.6100 89.6318 89.6218 Natural
L595 N62 D1 88.9200 88.7500 90.9058 90.9057 Natural
5556ova N55 N56 99.8500 99.4000 100.0223 99.5717 Natural
5556unda N55 N56 98.9200 98.4700 100.0223 99.5475 Circular
5663ova N56 N63 99.4000 98.0000 99.5475 98.1468 Natural
5663und N56 N63 98.4000 97.0000 99.5475 97.3426 Circular
6364ova N63 N64 97.0000 89.9000 97.0664 89.9545 Natural
6364und N63 N64 95.7500 88.6300 97.0664 89.6866 Circular
6264ova D1 N64 90.8800 90.8600 90.9057 90.8655 Natural
6264und D1 N64 88.7500 88.6300 90.9057 89.6866 Circular
6768ova N67 N68 89.4000 89.3800 89.6218 89.5589 Natural
6768und N67 N68 87.9600 87.8400 89.6218 89.3066 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 -1.6676 -0.0662 0.0083 0.0382 0.0191 -1.6484 2519.2456 0
N2 -2.4005 -0.0952 0.0119 0.0524 0.0320 -2.3801 2522.6763 0
N3 -0.9802 -0.0388 0.0049 0.0821 0.0418 -0.9399 2525.8050 0
N4 -10.1805 -0.2140 0.0504 0.6575 0.5043 -10.0272 4755.8271 0
N5 -6.3398 -0.1328 0.0314 3.6369 3.3110 -6.0139 4769.8270 0
N6 -3.9980 -0.0835 0.0198 12.3709 11.7576 -3.3847 4776.2261 0
N7 -5.1248 -0.1063 0.0254 45.1941 43.8313 -3.7620 4778.7261 0
N8 -5.9627 -0.1088 0.0295 109.2961 106.8681 -3.5348 5370.9396 0
N9 -11.7949 -0.2167 0.0584 74.7007 73.1453 -10.2395 5369.8200 0
N10 -5.0429 -0.0936 0.0250 11.8018 9.7524 -2.9936 5375.3740 0
N11 -5.8587 -0.1082 0.0290 51.1969 38.5099 6.8283 5367.6906 0
N12 -3.9617 -0.0727 0.0196 121.6827 97.8684 19.8526 5336.9554 0
N13 -8.7715 -0.1171 0.0434 185.8986 158.1721 18.9550 7319.9498 0
N14 -7.9390 -0.1075 0.0393 106.6799 91.9529 6.7880 7285.7363 0
N15 -9.6119 -0.1320 0.0476 1.9355 0.3448 -8.0212 7281.4385 0
N24 -3.1863 -0.0437 0.0158 2.1959 0.3711 -1.3614 7288.5238 0
N25 -22.4431 -0.2350 0.1111 0.7813 0.1385 -21.8003 9550.4793 0
N26 -18.3613 -0.1915 0.0909 0.8957 0.1969 -17.6625 9586.7187 0
N27 -12.5672 -0.1313 0.0622 1.3359 1.0823 -12.3136 9571.0640 0
N28 -13.8957 -0.4736 0.0688 0.8523 1.6180 -14.6615 2933.1206 0
N29 -66.3455 -1.2130 0.3285 3.3388 4.2408 -67.2475 5465.6724 0
N30 -97.6114 -1.0483 0.4833 14.9268 5.8328 -88.5174 9301.4561 0
N31 -124.3651 -0.9420 0.6158 18.0166 3.5660 -109.9145 13191.0640 0
N32 -55.0084 -0.3834 0.2724 6.1176 0.3904 -49.2813 14343.2127 0
N33 -1.5298 -0.1875 0.0076 0.0139 0.0166 -1.5326 815.6861 0
N34 -46.4393 -0.3045 0.2299 2.7647 0.1996 -43.8742 15250.7753 0
N35 -37.4057 -0.2441 0.1852 2.8512 0.2111 -34.7656 15324.0364 0
N36 -23.2185 -0.1442 0.1150 0.8033 0.1051 -22.5202 16101.2567 0
N37 -43.0440 -0.2656 0.2131 2.2258 1.7151 -42.5333 16203.7077 0
N38 -47.6817 -0.1843 0.2361 4.6932 4.6640 -47.6525 25869.0558 0
N39 -30.4376 -0.1173 0.1507 3.3576 3.7171 -30.7971 25938.3273 0
N41 -127.1371 -0.4873 0.6295 5.0310 1.9932 -124.0993 26085.7821 0
N42 -215.3674 -0.7762 1.0664 6.2740 0.0000 -209.0934 27743.3944 0
N43 -173.6533 -0.6176 0.8598 4.6440 0.0000 -169.0093 28116.2393 0
N44 -51.1878 -0.1768 0.2535 4.4727 0.0000 -46.7151 28950.4381 0
N45 -93.3277 -0.3155 0.4621 3.3576 0.0000 -89.9701 29576.0561 0
N69 -4.1227 -0.0095 0.0204 2.0925 0.0000 -2.0302 43367.6496 0
N46 -28.9073 -0.0974 0.1431 2.3831 0.0000 -26.5242 29689.1065 0
N47 -34.0787 -0.1129 0.1687 3.0432 0.0000 -31.0355 30184.2444 0
N48 -3.5237 -0.1052 0.0174 0.0630 0.0000 -3.4607 3350.8183 0
N49 0.0043 0.0001 0.0000 0.1357 0.0000 0.1401 3353.0717 0
N50 -5.1159 -0.1135 0.0253 0.1701 0.0000 -4.9458 4506.7013 0
N51 1.4471 0.0321 0.0072 0.1745 0.0000 1.6216 4509.2514 0
N52 -7.6324 -0.1570 0.0378 0.1681 0.0000 -7.4643 4861.9505 0
N53 -15.4987 -0.3174 0.0767 1.4840 0.0000 -14.0147 4883.0040 0
N54 -21.1893 -0.0603 0.1049 3.9264 0.0000 -17.2629 35124.5001 0
N55 0.3778 0.0318 0.0019 0.0100 0.0000 0.3878 1186.1915 0
N56 -7.1599 -0.4450 0.0355 0.0374 0.0000 -7.1226 1609.0352 0
N57 -0.5623 -0.5365 0.0028 0.0641 0.0000 -0.4981 104.7719 0
N58 -55.3549 -5.5183 0.2741 0.0859 0.0000 -55.2690 1003.0689 0
N59 -2.4951 -0.1906 0.0124 0.0390 0.0000 -2.4561 1308.9838 0
N60 -3.1923 -0.2429 0.0158 0.0787 0.0000 -3.1136 1314.4449 0
N61 -36.6643 -2.0937 0.1815 0.0884 0.0000 -36.5758 1751.1274 0
N62 16.5917 0.0450 0.0822 1.9699 0.0000 18.5616 36891.5532 0
N63 -3.1071 -0.1319 0.0154 0.8462 0.0000 -2.2610 2354.9752 0
N64 -48.9521 -0.1202 0.2424 1.9997 0.0000 -46.9524 40727.7799 0
N65 1.8675 0.0046 0.0092 2.5133 0.0000 4.3809 40769.3592 0
N66 -71.3413 -0.1652 0.3532 18.1251 0.0000 -53.2163 43184.8331 0
N67 -70.8134 -0.1635 0.3506 16.8185 0.0000 -53.9949 43289.3144 0
N68 -15.0980 -0.0348 0.0748 2.3010 0.0000 -12.7970 43353.4423 0
D1 -37.3450 -0.1013 0.1849 1.1178 0.0000 -36.2272 36853.3623 0
The total continuity error was -1845.7 cubic meters
The remaining total volume was 873.91 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 1258.5284 0.0000 0.0000 0.0000 -0.0001 0.0000 0.0000
N4 0.0000 0.0000 1109.4350 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N8 0.0000 0.0000 297.9119 0.0000 0.0000 0.0000 -0.0049 0.0000 0.0000
N13 0.0000 0.0000 1012.9318 0.0000 0.0000 0.0000 -0.0010 0.0000 0.0000
N25 0.0000 0.0000 1119.9381 0.0000 0.0000 0.0000 -0.0001 0.0000 0.0000
N28 0.0000 0.0000 1458.9282 0.0000 0.0000 0.0000 -0.0001 0.0000 0.0000
N29 0.0000 0.0000 1225.1514 0.0000 0.0000 0.0000 -0.0006 0.0000 0.0000
N30 0.0000 0.0000 1840.0385 0.0000 0.0000 0.0000 0.0007 0.0000 0.0000
N31 0.0000 0.0000 1845.2407 0.0000 0.0000 0.0000 0.0003 0.0000 0.0000
N32 0.0000 0.0000 496.6373 0.0000 0.0000 0.0000 0.0002 0.0000 0.0000
N33 0.0000 0.0000 407.0046 0.0000 0.0000 0.0000 -0.0001 0.0000 0.0000
N36 0.0000 0.0000 362.3934 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N42 0.0000 0.0000 664.1446 0.0000 0.0000 0.0000 0.0002 0.0000 0.0000
N44 0.0000 0.0000 312.2759 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N45 0.0000 0.0000 246.4177 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 21684.9114 0.0000 0.0000
N47 0.0000 0.0000 220.3956 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N48 0.0000 0.0000 1673.3800 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N50 0.0000 0.0000 574.5278 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N52 0.0000 0.0000 173.7278 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N55 0.0000 0.0000 593.0160 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N56 0.0000 0.0000 208.0105 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N58 0.0000 0.0000 421.1408 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N59 0.0000 0.0000 124.1383 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N61 0.0000 0.0000 198.5783 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N63 0.0000 0.0000 421.6606 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N64 0.0000 0.0000 738.1475 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N66 0.0000 0.0000 1183.7392 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 0.8116 0.0000
N2 0.0000 0.0000 0.0000 0.6404 0.0000
N3 0.0000 0.0000 0.0000 0.7323 0.0000
N4 0.0000 0.0000 0.0000 0.9770 0.0000
N5 0.0000 0.0000 0.0000 0.9332 0.0000
N6 0.0000 0.0000 0.0000 0.7164 0.0000
N7 0.0000 0.0000 0.0000 1.2605 0.0000
N8 0.0000 0.0000 0.0000 1.7929 0.0000
N9 0.0000 0.0000 0.0000 2.2235 0.0000
N10 0.0000 0.0000 0.0000 1.8921 0.0000
N11 0.0000 0.0000 0.0000 0.9343 0.0000
N12 0.0000 0.0000 0.0000 1.5361 0.0000
N13 0.0000 0.0000 0.0000 2.1369 0.0000
N14 0.0000 0.0000 0.0000 2.6878 0.0000
N15 0.0000 0.0000 0.0000 0.4903 0.0000
N24 0.0000 0.0000 0.0000 0.6865 0.0000
N25 0.0000 0.0000 0.0000 0.6429 0.0000
N26 0.0000 0.0000 0.0000 1.0347 0.0000
N27 0.0000 0.0000 0.0000 0.5985 0.0000
N28 0.0000 0.0000 0.0000 0.3344 0.0000
N29 0.0000 0.0000 0.0000 0.4377 0.0000
N30 0.0000 0.0000 0.0000 0.4290 0.0000
N31 0.0000 0.0000 0.0000 0.7230 0.0000
N32 0.0000 0.0000 0.0000 1.0595 0.0000
N33 0.0000 0.0000 0.0000 0.3832 0.0000
N34 0.0000 0.0000 0.0000 0.9131 0.0000
N35 0.0000 0.0000 0.0000 0.9332 0.0000
N36 0.0000 0.0000 0.0000 0.6953 0.0000
N37 0.0000 0.0000 0.0000 0.9745 0.0000
N38 0.0000 0.0000 0.0000 1.2689 0.0000
N39 0.0000 0.0000 0.0000 1.2256 0.0000
N41 0.0000 0.0000 0.0000 1.2036 0.0000
N42 0.0000 0.0000 0.0000 1.2189 0.0000
N43 0.0000 0.0000 0.0000 1.1137 0.0000
N44 0.0000 0.0000 0.0000 1.0024 0.0000
N45 0.0000 0.0000 0.0000 1.2627 0.0000
N69 0.0000 0.0000 0.0000 1.4664 0.0000
N46 0.0000 0.0000 0.0000 1.5870 0.0000
N47 0.0000 0.0000 0.0000 1.5919 0.0000
N48 0.0000 0.0000 0.0000 0.3875 0.0000
N49 0.0000 0.0000 0.0000 0.4971 0.0000
N50 0.0000 0.0000 0.0000 0.5766 0.0000
N51 0.0000 0.0000 0.0000 0.8361 0.0000
N52 0.0000 0.0000 0.0000 0.9762 0.0000
N53 0.0000 0.0000 0.0000 1.3764 0.0000
N54 0.0000 0.0000 0.0000 1.7263 0.0000
N55 0.0000 0.0000 0.0000 1.1023 0.0000
N56 0.0000 0.0000 0.0000 1.1475 0.0000
N57 0.0000 0.0000 0.0000 0.0238 0.0000
N58 0.0000 0.0000 0.0000 0.1717 0.0000
N59 0.0000 0.0000 0.0000 0.2007 0.0000
N60 0.0000 0.0000 0.0000 0.1296 0.0000
N61 0.0000 0.0000 0.0000 0.5134 0.0000
N62 0.0000 0.0000 0.0000 1.9858 0.0000
N63 0.0000 0.0000 0.0000 1.3164 0.0000
N64 0.0000 0.0000 0.0000 1.0566 0.0000
N65 0.0000 0.0000 0.0000 1.5690 0.0000
N66 0.0000 0.0000 0.0000 1.8518 0.0000
N67 0.0000 0.0000 0.0000 2.0118 0.0000
N68 0.0000 0.0000 0.0000 1.4666 0.0000
D1 0.0000 0.0000 0.0000 2.1557 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 0.034 percent
The Junction with the largest average change was.N67 with 0.031 percent
The Conduit with the largest sinuosity was.......6364und with 2.898
*===================================================================*
| 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 1259.0682 0.0583
N4 1109.9552 0.0514
N8 298.0732 0.0138
N13 1013.4515 0.0469
N25 1120.5034 0.0519
N28 1459.3964 0.0676
N29 1225.7028 0.0567
N30 1840.3037 0.0852
N31 1846.1799 0.0855
N32 496.9176 0.0230
N33 407.2271 0.0189
N36 362.5961 0.0168
N42 664.4835 0.0308
N44 312.4377 0.0145
N45 246.5320 0.0114
N47 220.4844 0.0102
N48 1674.0397 0.0775
N50 574.8203 0.0266
N52 173.8234 0.0080
N55 593.2765 0.0275
N56 208.1116 0.0096
N58 421.3523 See the original
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