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m20y25m.out
From the archive XPXtrm.zip, inside Further information re: stormwater modelling - REC17/0011. File date in the archive: 2017-10-12 15:19.
1.8600 1.6000 2.6567 2.8228 Natural
1312 N13 N12 1.8600 1.6800 2.6567 2.4581 Natural
1211 N12 N11 1.6800 1.3400 2.4581 2.2799 Natural
1103 N11 N3 1.3400 1.1000 2.2799 1.9517 Natural
0912 N9 N12 3.5000 2.0000 3.5265 2.4581 Natural
0908 N9 N8 2.5000 2.0000 3.5265 3.0508 Circular
0811 N8 N11 3.0000 2.0000 3.0508 2.2799 Natural
0804 N8 N4 2.0000 1.7000 3.0508 2.8654 Circular
0201 N2 N1 1.0500 0.9300 1.8940 1.7741 Natural
50b50 N50B N50 5.9000 5.7000 5.9172 5.7224 Natural
49b40 N49B N49 5.2000 5.0000 5.2195 5.0281 Natural
51b50 N51B N51 5.0000 4.8000 5.0224 4.8257 Natural
L610 N33 N14A 2.6000 1.6000 4.2844 2.8228 Circular
51b48 N51B N48 3.8000 3.6000 5.0224 4.6085 Circular
5352o N53 N52 8.4000 7.1000 8.5155 7.2270 Natural
5352u N53 N52 7.4000 6.1000 8.5155 7.2270 Circular
5238o N52 N38 7.1000 6.0000 7.2270 6.1397 Natural
5238u N52 N38 6.1000 5.0000 7.2270 6.1397 Circular
3851o N38 N51B 6.3000 5.0000 6.1397 5.0224 Natural
3851u N38 N51B 5.0000 3.8000 6.1397 5.0224 Circular
5049u N50B N49B 5.7000 5.0000 5.9172 5.2195 Circular
4948u N49B N48 4.0000 3.6000 5.2195 4.6085 Circular
4845o N48 N45 4.6000 3.5000 4.6085 3.6115 Natural
4845u N48 N45 3.6000 2.5000 4.6085 3.6115 Circular
4746o N47 N46 4.6000 4.0000 4.6555 4.0731 Natural
4746u N47 N46 3.6000 3.0000 4.6555 4.0731 Circular
4645o N46 N45 4.0000 3.5000 4.0731 3.6115 Natural
4645u N46 N45 3.0000 2.5000 4.0731 3.6115 Circular
4140o N41 N40 7.6000 6.6000 7.6657 6.6901 Natural
4140u N41 N40 6.6000 5.6000 7.6657 6.6901 Circular
4038o N40 N38 6.6000 6.0000 6.6901 6.1397 Natural
4038u N40 N38 5.6000 5.0000 6.6901 6.1397 Circular
3938o N39 N38 7.0000 6.0000 7.0279 6.1397 Natural
3938u N39 N38 6.0000 5.0000 7.0279 6.1397 Circular
3836o N38 N36 6.0000 5.5200 6.1397 5.7669 Natural
3836u N38 N36 5.0000 4.4700 6.1397 5.7669 Circular
3635o N36 N35 5.6000 5.4500 5.7669 5.6168 Natural
3635u N36 N35 4.4700 4.0000 5.7669 5.1059 Circular
3533o N35 N33 4.8600 4.6800 5.1059 4.9208 Rectangle
3533u N35 N33 4.0000 3.9000 5.1059 4.2843 Rectangle
2217o N22 N17 3.4000 2.9500 3.5972 3.1470 Natural
2217u N22 N17 1.8600 1.7500 3.5972 3.1368 Circular
2019o N20 N19 7.0000 6.0000 7.0322 6.0720 Natural
2019u N20 N19 6.0000 4.5000 7.0322 6.0720 Circular
1918o N19 N18 6.0000 3.0000 6.0720 3.2271 Natural
1918u N19 N18 4.5000 1.9000 6.0720 3.2271 Circular
1817o N18 N17 3.0000 2.9500 3.2271 3.1368 Natural
1817u N18 N17 1.9000 1.7500 3.2271 3.1368 Circular
1009o N10 N9 4.6000 3.5000 4.6178 3.5265 Natural
1009u N10 N9 3.6000 2.5000 4.6178 3.5265 Circular
0706o N7 N6 5.0000 4.5000 5.0357 4.5707 Natural
0706u N7 N6 4.0000 3.5000 5.0357 4.5707 Circular
0604o N6 N4 4.5000 2.8000 4.5707 2.8705 Natural
0604u N6 N4 3.5000 1.7000 4.5707 2.8654 Circular
0504o N5 N4 4.3000 2.8000 4.3281 2.8654 Natural
0504u N5 N4 3.3000 1.7000 4.3281 2.8654 Circular
0403o N4 N3 2.8000 2.0000 2.8654 2.0562 Natural
0403u N4 N3 1.7000 1.1000 2.8654 1.9517 Circular
0302o N3 N2 1.8200 1.8100 1.9517 1.8976 Natural
0302u N3 N2 1.1000 1.0500 1.9517 1.8940 Rectangle
14b14ao N14B N14A 2.9900 2.5000 3.0881 2.8228 Natural
14b14au N14B N14A 1.8000 1.6000 3.0881 2.8228 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
--------------- -------- ---------- ---------- -------- ---------- ---------- ---------- ---------
N54 -1.8186 -0.7887 0.0249 0.0586 0.0000 -1.7600 230.5621 0
N53 -1.0113 -0.2085 0.0139 0.0625 0.0000 -0.9488 484.9280 0
N52 1.0385 0.1803 0.0142 0.0343 0.0000 1.0728 576.0480 0
N38 -4.0309 -0.2168 0.0553 0.3192 0.0000 -3.7117 1859.0772 0
N51B -0.8771 -0.2017 0.0120 0.0636 0.0000 -0.8136 434.8259 0
N48 -1.2882 -0.2784 0.0177 0.0599 0.0000 -1.2283 462.6146 0
N50B 0.0214 0.0105 0.0003 1.0067 0.0000 1.0281 203.7465 0
N49B -0.4779 -0.1541 0.0066 0.0111 0.0000 -0.4668 310.0124 0
N47 -1.8280 -0.4019 0.0251 0.0171 0.0000 -1.8109 454.8877 0
N46 -2.5334 -0.4579 0.0347 0.0528 0.0000 -2.4807 553.2414 0
N45 12.4250 0.9070 0.1703 0.3849 0.0000 12.8098 1369.6859 0
N43 -0.1229 -0.0546 0.0017 0.0144 0.0000 -0.1085 224.9911 0
N42 -0.5298 -0.1225 0.0073 0.0261 0.0000 -0.5037 432.4222 0
N41 1.1515 0.2666 0.0158 0.0229 0.0000 1.1744 431.8220 0
N44 -2.6819 -0.8808 0.0368 0.0146 0.0000 -2.6673 304.4657 0
N40 -15.0463 -1.8055 0.2063 0.0684 0.0000 -14.9779 833.3347 0
N39 -1.0848 -0.6881 0.0149 0.0103 0.0000 -1.0745 157.6472 0
N37 -1.2353 -0.5136 0.0169 0.0181 0.0000 -1.2171 240.4925 0
N36 -8.8589 -0.3107 0.1214 0.7382 0.0000 -8.1207 2850.7484 0
N35 -35.5275 -1.2436 0.4870 229.1929 0.0000 193.6653 2742.2192 0
N34 -2.8869 -0.4044 0.0396 0.5003 0.0000 -2.3866 713.6833 0
N33 -6.2650 -0.3405 0.0859 5.5247 0.0000 -0.7402 1837.0067 0
N31 -3.2148 -0.8906 0.0441 0.0790 0.0000 -3.1358 360.9299 0
N30 -6.3582 -0.3454 0.0872 0.2891 0.0000 -6.0691 1840.8352 0
N29 1.2811 0.1058 0.0176 0.4336 0.0000 1.7147 1210.3746 0
N28 -1.2984 -0.3142 0.0178 0.0257 0.0000 -1.2727 413.1993 0
N27 -1.2754 -0.1113 0.0175 0.7835 0.0000 -0.4920 1145.4951 0
N26 -13.4143 -2.6066 0.1839 1.0347 0.0000 -12.3796 514.1107 0
N25 3.0193 0.4291 0.0414 0.0722 0.0000 3.0916 703.5350 0
N24 -5.7235 -0.3102 0.0785 0.2064 0.0000 -5.5171 1844.8730 0
N23 9.1393 1.4383 0.1253 0.0647 0.0000 9.2041 635.3950 0
N22 -15.3962 -0.4479 0.2111 0.2966 0.0000 -15.0996 3437.6192 0
N21 1.3826 0.3860 0.0190 1.0123 0.0000 2.3949 357.6583 0
N20 -2.8272 -0.2521 0.0388 0.0454 0.0000 -2.7819 1121.5525 0
N19 -3.2703 -0.1615 0.0448 0.3466 0.0000 -2.9236 2024.2269 0
N18 36.4474 1.4302 0.4996 0.3979 0.0000 36.8452 2548.2898 0
N17 0.7710 0.0119 0.0106 0.6814 0.0000 1.4524 6465.2742 0
N16 -3.1462 -0.0537 0.0431 1.9927 0.0000 -1.1535 5862.8763 0
N15 -0.3953 -0.0071 0.0054 4.0975 0.0000 3.7022 5575.0291 0
N14B -7.6392 -0.5324 0.1047 0.2282 0.0000 -7.4110 1434.8357 0
N14A 3.4345 0.0806 0.0471 6.6104 0.0500 9.9949 4257.9244 0
N13 -6.0492 -0.1422 0.0829 0.4281 0.0000 -5.6211 4253.2348 0
N12 66.9683 1.5785 0.9180 0.0830 0.0000 67.0513 4242.6177 0
N11 47.8675 0.9339 0.6562 0.8404 0.0000 48.7079 5124.8938 0
N10 -0.1837 -0.0497 0.0025 0.0193 0.0000 -0.1644 369.9565 0
N9 0.1957 0.0529 0.0027 0.0435 0.0000 0.2392 369.8211 0
N8 7.5361 1.1431 0.1033 0.0707 0.0000 7.6068 659.2267 0
N7 -0.4704 -0.1403 0.0064 0.0213 0.0000 -0.4490 335.1916 0
N6 -1.8074 -0.1291 0.0248 0.0778 0.0000 -1.7297 1399.7537 0
N5 0.8293 0.2330 0.0114 0.0311 0.0000 0.8604 355.8323 0
N4 -0.8566 -0.0288 0.0117 0.1794 0.0000 -0.6772 2974.0844 0
N3 -19.9066 -0.2467 0.2729 2.2122 0.0000 -17.6944 8067.4647 0
N2 -4.8796 -0.0348 0.0669 4.7887 0.0000 -0.0909 14009.0850 0
N1 -1.0171 -0.0073 0.0139 0.7703 0.0000 -0.2468 14007.8586 0
N50 2.7634 4.4541 0.0379 0.0003 0.0000 2.7637 62.0417 0
N49 4.9060 4.9577 0.0673 0.0004 0.0000 4.9063 98.9562 0
N51 4.0375 2.2861 0.0553 0.0003 0.0000 4.0378 176.6087 0
The total continuity error was 17.981 cubic meters
The remaining total volume was 266.47 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
--------------- ---------- ----------- ----------- ----------- ----------- ----------- ----------- ----------- -----------
N54 0.0000 0.0000 114.3937 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N53 0.0000 0.0000 125.8224 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N52 0.0000 0.0000 45.6328 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N38 0.0000 0.0000 136.7013 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N51B 0.0000 0.0000 82.5858 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N50B 0.0000 0.0000 102.3719 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N49B 0.0000 0.0000 85.8518 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N47 0.0000 0.0000 196.8642 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N45 0.0000 0.0000 181.4285 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N43 0.0000 0.0000 112.4112 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N42 0.0000 0.0000 103.3483 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N44 0.0000 0.0000 150.8547 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N40 0.0000 0.0000 40.3048 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N39 0.0000 0.0000 78.2740 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N37 0.0000 0.0000 119.5998 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N36 0.0000 0.0000 149.3853 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N35 0.0000 0.0000 38.7491 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N31 0.0000 0.0000 178.8552 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N30 0.0000 0.0000 131.0255 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N29 0.0000 0.0000 342.8520 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N28 0.0000 0.0000 205.8843 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N27 0.0000 0.0000 365.1605 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N26 0.0000 0.0000 31.2572 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N23 0.0000 0.0000 322.2451 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N22 0.0000 0.0000 115.1320 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N21 0.0000 0.0000 179.9624 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N20 0.0000 0.0000 559.3146 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N19 0.0000 0.0000 448.4584 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N18 0.0000 0.0000 279.1086 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N17 0.0000 0.0000 73.9138 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N11 0.0000 0.0000 429.5036 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N10 0.0000 0.0000 184.8592 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N8 0.0000 0.0000 173.8861 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N7 0.0000 0.0000 167.3370 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N6 0.0000 0.0000 531.0411 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N5 0.0000 0.0000 178.3151 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N4 0.0000 0.0000 352.1584 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N2 0.0000 0.0000 177.2953 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N1 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 7004.0362 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
--------------- ---------- --------- --------- --------- -----------------
N54 0.0000 0.0000 0.0000 0.1754 0.0000
N53 0.0000 0.0000 0.0000 1.1155 0.0000
N52 0.0000 0.0000 0.0000 1.1270 0.0000
N38 0.0000 0.0000 0.0000 1.1397 0.0000
N51B 0.0000 0.0000 0.0000 1.2224 0.0000
N48 0.0000 0.0000 0.0000 1.0085 0.0000
N50B 0.0000 0.0000 0.0000 1.2172 0.0000
N49B 0.0000 0.0000 0.0000 1.2195 0.0000
N47 0.0000 0.0000 0.0000 1.0555 0.0000
N46 0.0000 0.0000 0.0000 1.0731 0.0000
N45 0.0000 0.0000 0.0000 1.1115 0.0000
N43 0.0000 0.0000 0.0000 0.0818 0.0000
N42 0.0000 0.0000 0.0000 0.1100 0.0000
N41 0.0000 0.0000 0.0000 1.0657 0.0000
N44 0.0000 0.0000 0.0000 0.0950 0.0000
N40 0.0000 0.0000 0.0000 1.0901 0.0000
N39 0.0000 0.0000 0.0000 1.0280 0.0000
N37 0.0000 0.0000 0.0000 0.0703 0.0000
N36 0.0000 0.0000 0.0000 1.2969 0.0000
N35 0.0000 0.0000 0.0000 506.2702 0.0000
N34 0.0000 0.0000 0.0000 0.6831 0.0000
N33 0.0000 0.0000 0.0000 1.6844 0.0000
N31 0.0000 0.0000 0.0000 0.0255 0.0000
N30 0.0000 0.0000 0.0000 1.6013 0.0000
N29 0.0000 0.0000 0.0000 0.1500 0.0000
N28 0.0000 0.0000 0.0000 0.0851 0.0000
N27 0.0000 0.0000 0.0000 1.3837 0.0000
N26 0.0000 0.0000 0.0000 0.2335 0.0000
N25 16.7083 0.0000 0.0000 0.8093 0.0000
N24 18.6944 0.0000 0.0000 1.5523 0.0000
N23 0.0000 0.0000 0.0000 0.1376 0.0000
N22 0.0000 0.0000 0.0000 1.7372 0.0000
N21 0.0000 0.0000 0.0000 1.1374 0.0000
N20 0.0000 0.0000 0.0000 1.0322 0.0000
N19 0.0000 0.0000 0.0000 1.5720 0.0000
N18 0.0000 0.0000 0.0000 1.3271 0.0000
N17 0.0000 0.0000 0.0000 1.3868 0.0000
N16 22.2875 0.0000 0.0000 1.8020 0.0000
N15 22.4167 0.0000 0.0000 1.2346 0.0000
N14B 0.0000 0.0000 0.0000 1.2881 0.0000
N14A 0.0000 0.0000 0.0000 1.2228 0.0000
N13 0.0000 0.0000 0.0000 0.7967 0.0000
N12 0.0000 0.0000 0.0000 0.7781 0.0000
N11 0.0000 0.0000 0.0000 0.9399 0.0000
N10 0.0000 0.0000 0.0000 1.0178 0.0000
N9 0.0000 0.0000 0.0000 1.0265 0.0000
N8 0.0000 0.0000 0.0000 1.0508 0.0000
N7 0.0000 0.0000 0.0000 1.0357 0.0000
N6 0.0000 0.0000 0.0000 1.0707 0.0000
N5 0.0000 0.0000 0.0000 1.0281 0.0000
N4 0.0000 0.0000 0.0000 1.1654 0.0000
N3 0.0000 0.0000 0.0000 0.8517 0.0000
N2 0.0000 0.0000 0.0000 0.8440 0.0000
N1 0.0000 0.0000 0.0000 0.8441 0.0000
N50 0.0000 0.0000 0.0000 0.0224 0.0000
N49 0.0000 0.0000 0.0000 0.0281 0.0000
N51 0.0000 0.0000 0.0000 0.0257 0.0000
*==================================*
| Simulation Specific Information |
*==================================*
Number of Input Conduits.......... 91 Number of Simulated Conduits...... 92
Number of Natural Channels........ 52 Number of Junctions............... 57
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..0201 with 0.015 percent
The Junction with the largest average change was.N22 with 0.093 percent
The Conduit with the largest sinuosity was.......51b48 with 4.528
*===================================================================*
| 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
--------------- ------------ -------------
N54 114.4306 0.0159
N53 125.8662 0.0175
N52 45.6532 0.0063
N38 136.7436 0.0190
N51B 82.6232 0.0115
N50B 102.4184 0.0142
N49B 85.8912 0.0119
N47 196.9277 0.0274
N45 181.4889 0.0252
N43 112.4507 0.0156
N42 103.3955 0.0144
N44 150.9166 0.0210
N40 40.3229 0.0056
N39 78.3076 0.0109
N37 119.6496 0.0166
N36 149.4468 0.0208
N35 38.7687 0.0054
N31 178.9300 0.0249
N30 131.0835 0.0182
N29 342.9836 0.0476
N28 205.9690 0.0286
N27 365.2894 0.0507
N26 31.2666 0.0043
N23 322.3999 0.0448
N22 115.1732 0.0160
N21 180.0400 0.0250
N20 559.4392 0.0777
N19 448.6064 0.0623
N18 279.1875 0.0388
N17 73.9400 0.0103
N11 429.6189 0.0597
N10 184.9297 0.0257
N8 173.9496 0.0242
N7 167.3975 0.0232
N6 531.1921 0.0738
N5 178.3820 0.0248
N4 352.2859 0.0489
N2 177.3452 0.0246
N1 -7004.0362 -0.9728
Outflow Outflow Average
Junction Volume m^3 Outflow, cms
--------------- ------------ ------------
N1 7004.0362 0.9728
*=====================================================*
| Initial system volume = 0.0500 Cu M |
| Total system inflow volume = 7292.1452 Cu M |
| Inflow + Initial volume = 7292.1952 Cu M |
*=====================================================*
| Total system outflow = 7004.0362 Cu M |
| Volume left in system = 266.4661 Cu M |
| Evaporation = 0.0000 Cu M |
| Outflow + Final Volume = 7270.5022 Cu M |
*=====================================================*
*===============================================*
| Total Model Continuity Error |
| Error in Continuity, Percent = 0.2466 |
| Error in Continuity, m^3 = 17.981 |
| + Error means a continuity loss, - a gain |
*===============================================*
###################################################
# Table E22. Numerical Model judgement section #
###################################################
Your overall error was 0.2466 percent
Worst nodal error was in node N12 with 1.5785 percent
Of the total inflow this loss was 0.9184 percent
Your overall continuity error was Excellent
Excellent Efficiency
Efficiency of the simulation 1.41
Most Number of Non Convergences at one Node 0.
Total Number Non Convergences at all Nodes 0.
Total Number of Nodes with Non Convergences 0.
===> Hydraulic model simulation ended normally.
===> XP-SWMM Simulation ended normally.
===> Your input file was named : C:\XPS\eagill\mitigate.DAT
===> Your output file was named : C:\XPS\eagill\m20y25m.out
*==============================================================*
| SWMM Simulation Date and Time Summary |
*==============================================================*
| Starting Date... October 12, 2017 Time... 15:19:22:68 |
| Ending Date... October 12, 2017 Time... 15:19:34:46 |
| Elapsed Time... 0.19633 minutes or 11.78000 seconds |
*==============================================================*
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