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m100y25m.out
From the archive Output.zip, inside RAL17/0511 - Information Request Response. File date in the archive: 2018-02-16 14:23.
*=========================================================*
Conduit Maximum Total Maximum Maximum ## Junction Invert Maximum
Name Flow Flow Velocity Volume ## Name Elevation Elevation
(cms) (m^3) (m/s) (m^3) ## (m) (m)
--------------- ---------- ---------- ---------- ---------- ## ---------------- --------- ---------
L1 1.8816 1939.8576 1.1122 11.4734 ## N1 102.8300 103.7529
L2 1.8736 1942.0484 0.9929 13.4094 ## N2 101.7100 102.4574
L3 1.8605 1942.4718 0.6429 47.1135 ## N3 100.3800 101.2300
L4 3.5621 3658.0385 0.7719 73.5220 ## N4 99.4600 100.5909
L5 3.5421 3661.9879 0.9005 37.6318 ## N5 99.0400 100.1239
L6 3.5537 3663.4861 0.7912 45.9967 ## N6 98.8600 99.6230
L7 3.5680 3664.2890 0.3073 123.7403 ## N7 98.3300 99.6454
L8 3.9928 4115.8495 0.1837 220.6849 ## N8 97.8000 99.6491
L9 3.9635 4117.6661 0.6092 60.1545 ## N9 97.3700 99.6497
L10 3.9636 4119.4669 0.6256 30.1332 ## N10 97.0000 98.9416
L11 4.0226 4114.6276 0.3975 169.5954 ## N11 96.7000 97.6750
L12 4.0762 4097.1325 0.2653 257.6795 ## N12 96.1000 97.6789
L13 5.5275 5630.7031 0.2968 330.9088 ## N13 95.5000 97.6807
L14 5.5127 5621.7262 0.9582 54.5795 ## N14 94.9500 97.6820
L15 5.5057 5628.7191 0.7332 99.2259 ## N15 94.4600 95.0579
L24 5.4810 5628.5389 0.9029 121.3427 ## N24 94.0300 94.8245
L25 7.1571 7369.1096 0.8793 132.3072 ## N25 93.5900 94.3556
L26 6.6136 7209.2457 1.2472 75.5685 ## N26 92.8500 94.0308
L27 6.5555 7219.3044 1.0756 103.0291 ## N27 92.7400 93.4851
L28 1.6138 2269.2832 0.7119 25.3546 ## N28 120.5000 120.9225
L29 3.0089 4232.4155 1.0859 29.7974 ## N29 113.5000 114.0455
L30 3.9152 7203.7940 0.7091 97.4615 ## N30 105.5000 106.0371
L31 5.4244 10148.9851 0.5713 481.5832 ## N31 97.5000 98.3948
L32 5.5392 10946.0450 1.0275 109.6830 ## N32 94.8000 96.0583
L33 0.6896 627.0500 0.4190 9.3058 ## N33 97.5100 97.9335
L34 5.7937 11606.5896 0.4417 229.5145 ## N34 94.0700 95.0921
L35 5.7904 11630.9499 0.8604 101.4836 ## N35 93.9700 94.9873
L36 6.0001 12205.8479 1.4651 154.2192 ## N36 92.9800 93.7304
W2637 0.5273 178.4148 0.4320 11.0085 ## N37 92.3100 93.4923
L37 6.1537 12436.3091 0.6792 271.7386 ## N38 92.0000 93.4774
L38 12.2725 19700.3315 0.9605 180.6942 ## N39 91.9800 93.4162
L39 -12.2340 -19725.9840 -0.9086 131.8892 ## N41 91.8800 93.2978
L41 12.1657 19846.1594 0.7886 839.9058 ## N42 91.4800 92.8731
4243 12.7930 21153.2021 0.8029 942.9853 ## N43 90.6500 91.9060
4344 12.4169 21366.8566 0.7470 1055.8619 ## N44 90.0000 91.7337
6869 14.9901 25760.9298 0.5368 615.2268 ## N45 89.7000 91.6456
4445 11.7600 21554.7551 0.4392 963.9124 ## N69 87.6800 89.7738
4546 11.8682 21637.9032 0.5572 573.8480 ## N46 89.3400 91.5226
4647 11.8560 21377.5819 0.6049 389.8501 ## N47 89.3200 91.3801
4754 12.0130 21346.2916 0.3874 963.4562 ## N48 90.5800 91.4917
4849 2.3372 2560.4855 0.2738 103.3549 ## N49 90.3500 91.4523
5051 3.2294 3370.3529 0.3038 204.0031 ## N50 90.3300 91.4392
5253 3.2883 3496.5324 1.5362 282.4899 ## N51 89.9600 91.3933
5354 2.3220 2905.9960 0.3207 1472.2061 ## N52 89.9300 91.2945
5462 13.7480 23053.3177 0.2111 789.0661 ## N53 89.5300 91.2945
5657 0.5497 233.8077 0.6936 0.6124 ## N54 89.1800 91.2941
5758 0.5407 234.5056 0.1790 7.7319 ## N55 98.9200 100.0633
5859 1.0840 977.8311 0.5825 15.1060 ## N56 98.4000 99.5564
5960 1.2465 1177.6548 0.4628 34.7370 ## N57 99.2300 99.2681
6061 1.2378 1154.4415 0.3081 80.9687 ## N58 92.4400 92.8160
6162 1.4664 1444.3287 0.6323 316.9260 ## N59 91.6000 91.9786
6465 15.3816 25984.2185 0.6874 762.7443 ## N60 91.1600 91.4970
6566 15.0762 25714.1957 0.5625 966.1996 ## N61 90.5000 91.3691
6667 15.2135 26625.0429 0.2694 2878.5628 ## N62 88.9200 91.2873
L595 14.4700 23705.7926 0.1879 468.4895 ## N63 95.7500 97.0805
L598 1.2359 1096.8370 0.7355 9.9162 ## N64 88.6300 90.5451
6768 14.9572 25698.6797 1.3546 160.2094 ## N65 88.0800 90.1962
5152 3.2216 3290.9822 1.1184 16.8955 ## N66 87.7800 90.0037
4950 2.3266 2535.4663 0.8145 20.5760 ## N67 87.6100 89.9426
5556ova 0.6630 425.0148 1.6440 3.0678 ## N68 87.8400 89.9313
5556unda 0.2334 489.0266 2.0869 1.7893 ## D1 88.7500 91.2847
5663ova 0.4378 440.9851 1.2661 3.1980 ## N60.7 90.6000 91.4751
5663und 0.2366 565.6470 2.1669 2.2143 ##
6364ova 0.7199 476.3208 0.9269 27.0330 ##
6364und 0.6237 1168.8911 3.8856 4.7982 ##
6264ova 14.4300 23356.1740 1.3412 106.4245 ##
6264unda 0.0034 138.3080 1.4516 0.0219 ##
FREE # 1 14.9901 25758.7796 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 1.8816 1939.8576
N2 N3 1.8736 1942.0484
N3 N4 1.8605 1942.4718
N4 N5 3.5621 3658.0385
N5 N6 3.5421 3661.9879
N6 N7 3.5537 3663.4861
N7 N8 3.5680 3664.2890
N8 N9 3.9928 4115.8495
N9 N10 3.9635 4117.6661
N10 N11 3.9636 4119.4669
N11 N12 4.0226 4114.6276
N12 N13 4.0762 4097.1325
N13 N14 5.5275 5630.7031
N14 N15 5.5127 5621.7262
N15 N24 5.5057 5628.7191
N24 N25 5.4810 5628.5389
N25 N26 7.1571 7369.1096
N26 N27 6.6136 7209.2457
N27 N38 6.5555 7219.3044
N28 N29 1.6138 2269.2832
N29 N30 3.0089 4232.4155
N30 N31 3.9152 7203.7940
N31 N32 5.4244 10148.9851
N32 N34 5.5392 10946.0450
N33 N34 0.6896 627.0500
N34 N35 5.7937 11606.5896
N35 N36 5.7904 11630.9499
N36 N37 6.0001 12205.8479
N26 N37 0.5273 178.4148
N37 N38 6.1537 12436.3091
N38 N39 12.2725 19700.3315
N41 N39 12.2340 19725.9840
N41 N42 12.1657 19846.1594
N42 N43 12.7930 21153.2021
N43 N44 12.4169 21366.8566
N68 N69 14.9901 25760.9298
N44 N45 11.7600 21554.7551
N45 N46 11.8682 21637.9032
N46 N47 11.8560 21377.5819
N47 N54 12.0130 21346.2916
N48 N49 2.3372 2560.4855
N50 N51 3.2294 3370.3529
N52 N53 3.2883 3496.5324
N53 N54 2.3220 2905.9960
N54 N62 13.7480 23053.3177
N56 N57 0.5497 233.8077
N57 N58 0.5407 234.5056
N58 N59 1.0840 977.8311
N59 N60 1.2465 1177.6548
N60 N60.7 1.2378 1154.4415
N61 N62 1.4664 1444.3287
N64 N65 15.3816 25984.2185
N65 N66 15.0762 25714.1957
N66 N67 15.2135 26625.0429
N62 D1 14.4700 23705.7926
N60.7 N61 1.2359 1096.8370
N67 N68 14.9572 25698.6797
N51 N52 3.2216 3290.9822
N49 N50 2.3266 2535.4663
N55 N56 0.8964 914.0413
N56 N63 0.6744 1006.6322
N63 N64 1.3411 1645.2118
D1 N64 14.4352 23494.4820
#########################################################
# 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 103.7528 102.4574 Natural
L2 N2 N3 101.7100 100.3800 102.4574 101.2300 Natural
L3 N3 N4 100.3800 99.4600 101.2300 100.5908 Natural
L4 N4 N5 99.4600 99.0400 100.5909 100.1239 Natural
L5 N5 N6 99.0400 98.8600 100.1239 99.6230 Natural
L6 N6 N7 98.8600 98.3300 99.6229 99.6454 Natural
L7 N7 N8 98.3300 97.8000 99.6454 99.6491 Natural
L8 N8 N9 97.8000 97.3700 99.6491 99.6497 Natural
L9 N9 N10 99.2200 99.2100 99.6497 99.4375 Natural
L10 N10 N11 98.7000 96.7000 98.9416 97.6750 Natural
L11 N11 N12 96.7000 96.1000 97.6750 97.6789 Natural
L12 N12 N13 96.1000 95.5000 97.6789 97.6807 Natural
L13 N13 N14 95.5000 94.9500 97.6807 97.6820 Natural
L14 N14 N15 97.1400 97.1300 97.6820 97.5383 Natural
L15 N15 N24 94.4600 94.0300 95.0579 94.8245 Natural
L24 N24 N25 94.0300 93.5900 94.8245 94.3556 Natural
L25 N25 N26 93.5900 92.8500 94.3556 94.0308 Natural
L26 N26 N27 92.8500 92.7400 94.0308 93.4851 Natural
L27 N27 N38 92.7400 92.0000 93.4851 93.4774 Natural
L28 N28 N29 120.5000 113.5000 120.9225 114.0455 Natural
L29 N29 N30 113.5000 105.5000 114.0455 106.0371 Natural
L30 N30 N31 105.5000 97.5000 106.0371 98.3948 Natural
L31 N31 N32 97.5000 94.8000 98.3948 96.0583 Natural
L32 N32 N34 94.8000 94.0700 96.0583 95.0921 Natural
L33 N33 N34 97.5100 97.1200 97.9335 97.3683 Natural
L34 N34 N35 94.0700 93.9700 95.0921 94.9873 Natural
L35 N35 N36 93.9700 92.9800 94.9873 93.7304 Natural
L36 N36 N37 92.9800 92.3100 93.7304 93.4923 Natural
W2637 N26 N37 93.7200 93.6200 94.0308 93.7697 Natural
L37 N37 N38 92.3100 92.0000 93.4923 93.4774 Natural
L38 N38 N39 92.0000 91.9800 93.4774 93.4162 Natural
L39 N41 N39 92.1800 91.9800 93.2978 93.4162 Natural
L41 N41 N42 91.8800 91.4800 93.2978 92.8731 Natural
4243 N42 N43 91.4800 90.6500 92.8731 91.9060 Natural
4344 N43 N44 90.6500 90.0000 91.9060 91.7337 Natural
6869 N68 N69 87.8400 87.6800 89.9313 89.7738 Natural
4445 N44 N45 90.0000 89.7000 91.7337 91.6456 Natural
4546 N45 N46 89.7000 89.3400 91.6456 91.5226 Natural
4647 N46 N47 89.3400 89.3200 91.5226 91.3801 Natural
4754 N47 N54 89.3200 89.1800 91.3801 91.2941 Natural
4849 N48 N49 90.5800 90.4100 91.4917 91.4522 Natural
5051 N50 N51 90.3300 90.0700 91.4392 91.3933 Natural
5253 N52 N53 89.9300 89.5300 91.2945 91.2945 Natural
5354 N53 N54 89.5300 89.2600 91.2945 91.2941 Natural
5462 N54 N62 89.2600 88.9200 91.2941 91.2873 Natural
5657 N56 N57 99.5300 99.2300 99.5564 99.2681 Natural
5758 N57 N58 99.2300 92.4400 99.2681 92.8160 Natural
5859 N58 N59 92.4400 91.6000 92.8160 91.9786 Natural
5960 N59 N60 91.6000 91.1600 91.9786 91.4970 Natural
6061 N60 N60.7 91.1600 90.7000 91.4970 91.4751 Natural
6162 N61 N62 90.5000 88.9200 91.3691 91.2873 Natural
6465 N64 N65 88.6300 88.0800 90.5451 90.1962 Natural
6566 N65 N66 88.0800 87.7800 90.1962 90.0037 Natural
6667 N66 N67 87.7800 87.6100 90.0037 89.9426 Natural
L595 N62 D1 88.9200 88.7500 91.2873 91.2847 Natural
L598 N60.7 N61 91.3800 91.3200 91.4751 91.3922 Natural
6768 N67 N68 89.4000 89.3800 89.9426 89.9313 Natural
5152 N51 N52 91.0300 91.0250 91.3933 91.3089 Natural
4950 N49 N50 91.0400 91.0200 91.4523 91.4392 Natural
5556ova N55 N56 99.8500 99.4000 100.0633 99.6128 Natural
5556unda N55 N56 98.9200 98.4700 100.0633 99.5564 Circular
5663ova N56 N63 99.4000 98.0000 99.5564 98.1559 Natural
5663und N56 N63 98.4000 97.0000 99.5564 97.3431 Circular
6364ova N63 N64 97.0000 89.9000 97.0805 90.5451 Natural
6364und N63 N64 95.7500 88.6300 97.0805 90.5451 Circular
6264ova D1 N64 90.8800 90.8600 91.2847 91.2178 Natural
6264unda D1 N64 88.7500 88.6300 91.2847 90.5451 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 -2.2203 -0.0572 0.0071 0.0388 0.0191 -2.2006 3878.3606 0
N2 -2.0070 -0.0517 0.0065 0.0532 0.0320 -1.9858 3881.9060 0
N3 -0.6575 -0.0169 0.0021 0.0834 0.0418 -0.6159 3884.5203 0
N4 -11.6459 -0.1594 0.0374 0.6605 0.5043 -11.4896 7305.5299 0
N5 -5.7335 -0.0783 0.0184 3.6426 3.3110 -5.4019 7320.0264 0
N6 -3.9245 -0.0535 0.0126 12.3822 11.7576 -3.2999 7325.4740 0
N7 -5.1253 -0.0695 0.0165 45.2157 43.8313 -3.7410 7327.7751 0
N8 -6.0082 -0.0720 0.0193 109.3311 106.8681 -3.5452 8237.7965 0
N9 -10.5550 -0.1271 0.0339 74.7229 73.1453 -8.9774 8233.5157 0
N10 -4.9873 -0.0605 0.0160 11.8533 9.7524 -2.8864 8237.1331 0
N11 -11.5807 -0.1399 0.0372 51.4456 38.5099 1.3549 8234.0945 0
N12 -8.9882 -0.1080 0.0289 122.1093 97.8684 15.2526 8211.7601 0
N13 -11.0482 -0.0964 0.0355 186.3836 158.1721 17.1633 11283.5648 0
N14 -10.2411 -0.0902 0.0329 106.9405 91.9529 4.7465 11252.4293 0
N15 -9.8307 -0.0874 0.0316 1.9727 0.3448 -8.2028 11250.4453 0
N24 -3.7554 -0.0334 0.0121 2.2411 0.3711 -1.8854 11257.2579 0
N25 -20.9717 -0.1425 0.0674 0.8074 0.1385 -20.3028 14718.7897 0
N26 -22.5483 -0.1528 0.0725 0.9223 0.1969 -21.8229 14756.7701 0
N27 -10.8338 -0.0751 0.0348 1.3654 1.0823 -10.5507 14428.5502 0
N28 -16.2846 -0.3600 0.0524 0.8694 1.6180 -17.0331 4522.1028 0
N29 -76.5179 -0.9118 0.2460 3.4862 4.2408 -77.2725 8388.2624 0
N30 -94.7132 -0.6607 0.3045 15.8273 5.8328 -84.7188 14323.5791 0
N31 -126.8430 -0.6280 0.4078 19.0357 3.5660 -111.3733 20187.8475 0
N32 -39.4852 -0.1806 0.1269 6.4053 0.3904 -33.4704 21858.0499 0
N33 -2.1098 -0.1685 0.0068 0.0140 0.0166 -2.1124 1252.3959 0
N34 -39.4957 -0.1704 0.1270 2.9309 0.1996 -36.7644 23179.6847 0
N35 -29.6847 -0.1277 0.0954 3.0081 0.2111 -26.8877 23237.5396 0
N36 -21.6492 -0.0887 0.0696 0.8504 0.1051 -20.9039 24393.6111 0
N37 -55.8945 -0.2252 0.1797 2.2917 1.7151 -55.3179 24820.5717 0
N38 -52.4281 -0.1332 0.1685 4.7852 4.6640 -52.3069 39355.9450 0
N39 -31.3119 -0.0794 0.1007 3.4048 3.7171 -31.6242 39426.3154 0
N41 -128.1395 -0.3238 0.4119 5.2380 1.9932 -124.8947 39572.1434 0
N42 -300.3785 -0.7148 0.9657 10.9385 0.0000 -289.4400 42020.0008 0
N43 -300.9310 -0.7070 0.9674 85.3026 0.0000 -215.6283 42520.0587 0
N44 -6.4097 -0.0147 0.0206 295.1511 0.0000 288.7414 43401.5131 0
N45 -62.8408 -0.1436 0.2020 356.5488 0.0000 293.7080 43572.0223 0
N69 -7.4546 -0.0145 0.0240 2.8157 0.0000 -4.6389 51519.7094 0
N46 -2.1023 -0.0049 0.0068 257.9805 0.0000 255.8783 43015.4852 0
N47 -72.2211 -0.1669 0.2322 438.5751 0.0000 366.3540 43064.3347 0
N48 -9.4751 -0.1842 0.0305 20.2907 0.0000 10.8155 5134.5259 0
N49 1.3879 0.0272 0.0045 20.6098 0.0000 21.9977 5095.9517 0
N50 -21.7572 -0.3191 0.0699 63.9708 0.0000 42.2135 6786.3736 0
N51 11.7261 0.1752 0.0377 64.2834 0.0000 76.0095 6661.3350 0
N52 -26.8302 -0.3780 0.0863 87.9631 0.0000 61.1329 7054.4452 0
N53 -53.4924 -0.7957 0.1720 640.3378 0.0000 586.8455 6402.5284 0
N54 7.8954 0.0165 0.0254 1170.5468 0.0000 1178.4422 47305.6054 0
N55 0.7599 0.0416 0.0024 0.0101 0.0000 0.7701 1828.6452 0
N56 -6.8810 -0.2781 0.0221 0.0380 0.0000 -6.8430 2474.1894 0
N57 -0.7633 -0.1630 0.0025 0.1118 0.0000 -0.6515 468.3133 0
N58 -96.4093 -5.1842 0.3099 0.1506 0.0000 -96.2586 1859.5860 0
N59 -13.5258 -0.5760 0.0435 4.1854 0.0000 -9.3404 2346.2233 0
N60 -11.8601 -0.5048 0.0381 34.5905 0.0000 22.7304 2332.0964 0
N61 -145.4579 -5.0197 0.4676 102.9869 0.0000 -42.4710 2846.2685 0
N62 121.9512 0.2515 0.3920 580.8509 0.0000 702.8022 48203.4391 0
N63 -0.6337 -0.0192 0.0020 3.1289 0.0000 2.4952 3299.7739 0
N64 192.3910 0.3678 0.6185 108.9662 0.0000 301.3573 52258.3733 0
N65 -83.7680 -0.1615 0.2693 351.4061 0.0000 267.6381 51698.4142 0
N66 -213.7188 -0.3906 0.6871 1117.8791 0.0000 904.1603 54158.5870 0
N67 48.8342 0.0926 0.1570 873.2596 0.0000 922.0938 52323.7226 0
N68 -76.2575 -0.1482 0.2452 3.6269 0.0000 -72.6306 51459.6095 0
D1 -44.0259 -0.0931 0.1415 181.7431 0.0000 137.7172 47200.2746 0
N60.7 25.2859 1.1155 0.0813 31.0187 0.0000 56.3046 2251.2785 0
The total continuity error was -2024.2 cubic meters
The remaining total volume was 7709.6 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 1937.6852 0.0000 0.0000 0.0000 -0.0001 0.0000 0.0000
N4 0.0000 0.0000 1704.2399 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N8 0.0000 0.0000 457.4194 0.0000 0.0000 0.0000 -0.0049 0.0000 0.0000
N13 0.0000 0.0000 1554.9588 0.0000 0.0000 0.0000 -0.0010 0.0000 0.0000
N25 0.0000 0.0000 1720.3040 0.0000 0.0000 0.0000 -0.0001 0.0000 0.0000
N28 0.0000 0.0000 2252.0872 0.0000 0.0000 0.0000 -0.0001 0.0000 0.0000
N29 0.0000 0.0000 1885.7318 0.0000 0.0000 0.0000 -0.0006 0.0000 0.0000
N30 0.0000 0.0000 2886.8574 0.0000 0.0000 0.0000 0.0007 0.0000 0.0000
N31 0.0000 0.0000 2833.6751 0.0000 0.0000 0.0000 0.0003 0.0000 0.0000
N32 0.0000 0.0000 762.6089 0.0000 0.0000 0.0000 0.0002 0.0000 0.0000
N33 0.0000 0.0000 625.0184 0.0000 0.0000 0.0000 -0.0001 0.0000 0.0000
N36 0.0000 0.0000 556.5161 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N42 0.0000 0.0000 1020.1379 0.0000 0.0000 0.0000 0.0002 0.0000 0.0000
N44 0.0000 0.0000 479.6622 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N45 0.0000 0.0000 379.1930 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 25758.7796 0.0000 0.0000
N47 0.0000 0.0000 340.3187 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N48 0.0000 0.0000 2573.0381 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N50 0.0000 0.0000 880.1250 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N52 0.0000 0.0000 266.7898 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N55 0.0000 0.0000 914.2108 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N56 0.0000 0.0000 319.5580 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N58 0.0000 0.0000 646.9359 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N59 0.0000 0.0000 190.6344 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N61 0.0000 0.0000 304.9407 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N63 0.0000 0.0000 647.5945 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N64 0.0000 0.0000 1133.9167 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N66 0.0000 0.0000 1818.4925 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 0.9229 0.0000
N2 0.0000 0.0000 0.0000 0.7474 0.0000
N3 0.0000 0.0000 0.0000 0.8500 0.0000
N4 0.0000 0.0000 0.0000 1.1309 0.0000
N5 0.0000 0.0000 0.0000 1.0839 0.0000
N6 0.0000 0.0000 0.0000 0.7629 0.0000
N7 0.0000 0.0000 0.0000 1.3154 0.0000
N8 0.0000 0.0000 0.0000 1.8491 0.0000
N9 0.0000 0.0000 0.0000 2.2797 0.0000
N10 0.0000 0.0000 0.0000 1.9416 0.0000
N11 0.0000 0.0000 0.0000 0.9750 0.0000
N12 0.0000 0.0000 0.0000 1.5789 0.0000
N13 0.0000 0.0000 0.0000 2.1807 0.0000
N14 0.0000 0.0000 0.0000 2.7320 0.0000
N15 0.0000 0.0000 0.0000 0.5979 0.0000
N24 0.0000 0.0000 0.0000 0.7945 0.0000
N25 0.0000 0.0000 0.0000 0.7656 0.0000
N26 0.0000 0.0000 0.0000 1.1808 0.0000
N27 0.0000 0.0000 0.0000 0.7451 0.0000
N28 0.0000 0.0000 0.0000 0.4225 0.0000
N29 0.0000 0.0000 0.0000 0.5455 0.0000
N30 0.0000 0.0000 0.0000 0.5371 0.0000
N31 0.0000 0.0000 0.0000 0.8948 0.0000
N32 0.0000 0.0000 0.0000 1.2583 0.0000
N33 0.0000 0.0000 0.0000 0.4235 0.0000
N34 0.0000 0.0000 0.0000 1.0221 0.0000
N35 0.0000 0.0000 0.0000 1.0173 0.0000
N36 0.0000 0.0000 0.0000 0.7504 0.0000
N37 0.0000 0.0000 0.0000 1.1823 0.0000
N38 0.0000 0.0000 0.0000 1.4774 0.0000
N39 0.0000 0.0000 0.0000 1.4362 0.0000
N41 0.0000 0.0000 0.0000 1.4178 0.0000
N42 0.0000 0.0000 0.0000 1.3931 0.0000
N43 0.0000 0.0000 0.0000 1.2560 0.0000
N44 0.0000 0.0000 0.0000 1.7337 0.0000
N45 0.0000 0.0000 0.0000 1.9456 0.0000
N69 0.0000 0.0000 0.0000 2.0938 0.0000
N46 0.0000 0.0000 0.0000 2.1826 0.0000
N47 0.0000 0.0000 0.0000 2.0601 0.0000
N48 0.0000 0.0000 0.0000 0.9117 0.0000
N49 0.0000 0.0000 0.0000 1.1022 0.0000
N50 0.0000 0.0000 0.0000 1.1092 0.0000
N51 0.0000 0.0000 0.0000 1.4333 0.0000
N52 0.0000 0.0000 0.0000 1.3645 0.0000
N53 0.0000 0.0000 0.0000 1.7645 0.0000
N54 0.0000 0.0000 0.0000 2.1141 0.0000
N55 0.0000 0.0000 0.0000 1.1433 0.0000
N56 0.0000 0.0000 0.0000 1.1564 0.0000
N57 0.0000 0.0000 0.0000 0.0381 0.0000
N58 0.0000 0.0000 0.0000 0.3760 0.0000
N59 0.0000 0.0000 0.0000 0.3786 0.0000
N60 0.0000 0.0000 0.0000 0.3370 0.0000
N61 0.0000 0.0000 0.0000 0.8691 0.0000
N62 0.0000 0.0000 0.0000 2.3673 0.0000
N63 0.0000 0.0000 0.0000 1.3305 0.0000
N64 0.0000 0.0000 0.0000 1.9151 0.0000
N65 0.0000 0.0000 0.0000 2.1162 0.0000
N66 0.0000 0.0000 0.0000 2.2237 0.0000
N67 0.0000 0.0000 0.0000 2.3326 0.0000
N68 0.0000 0.0000 0.0000 2.0913 0.0000
D1 0.0000 0.0000 0.0000 2.5347 0.0000
N60.7 0.0000 0.0000 0.0000 0.8751 0.0000
*==================================*
| Simulation Specific Information |
*==================================*
Number of Input Conduits.......... 67 Number of Simulated Conduits...... 68
Number of Natural Channels........ 63 Number of Junctions............... 62
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 0.022 percent
The Junction with the largest average change was.N69 with 0.043 percent
The Conduit with the largest sinuosity was.......6364und with 16.336
*===================================================================*
| 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 1938.5030 0.0897
N4 1705.0196 0.0789
N8 457.6580 0.0212
N13 1555.7291 0.0720
N25 1721.1412 0.0797
N28 2252.8196 0.1043
N29 1886.5637 0.0873
N30 2887.3696 0.1337
N31 2835.0684 0.1313
N32 763.0198 See the original
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