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m5y25m.out
From the archive XPXtrm.zip, inside Further information re: stormwater modelling - REC17/0011. File date in the archive: 2017-10-12 14:56.
1.8600 1.6000 2.4838 2.6147 Natural
1312 N13 N12 1.8600 1.6800 2.4838 2.2982 Natural
1211 N12 N11 1.6800 1.3400 2.2982 2.1147 Natural
1103 N11 N3 1.3400 1.1000 2.1147 1.8528 Natural
0912 N9 N12 3.5000 2.0000 3.5154 2.2982 Natural
0908 N9 N8 2.5000 2.0000 3.5154 3.0395 Circular
0811 N8 N11 3.0000 2.0000 3.0395 2.1147 Natural
0804 N8 N4 2.0000 1.7000 3.0395 2.8156 Circular
0201 N2 N1 1.0500 0.9300 1.7938 1.6745 Natural
50b50 N50B N50 5.9000 5.7000 5.9126 5.7173 Natural
49b40 N49B N49 5.2000 5.0000 5.2162 5.0243 Natural
51b50 N51B N51 5.0000 4.8000 5.0194 4.8227 Natural
L610 N33 N14A 2.6000 1.6000 3.1681 2.6147 Circular
51b48 N51B N48 3.8000 3.6000 5.0194 4.6080 Circular
5352o N53 N52 8.4000 7.1000 8.4930 7.1990 Natural
5352u N53 N52 7.4000 6.1000 8.4930 7.1990 Circular
5238o N52 N38 7.1000 6.0000 7.1990 6.1098 Natural
5238u N52 N38 6.1000 5.0000 7.1990 6.1098 Circular
3851o N38 N51B 6.3000 5.0000 6.1098 5.0194 Natural
3851u N38 N51B 5.0000 3.8000 6.1098 5.0194 Circular
5049u N50B N49B 5.7000 5.0000 5.9126 5.2162 Circular
4948u N49B N48 4.0000 3.6000 5.2162 4.6080 Circular
4845o N48 N45 4.6000 3.5000 4.6080 3.5941 Natural
4845u N48 N45 3.6000 2.5000 4.6080 3.5941 Circular
4746o N47 N46 4.6000 4.0000 4.6117 4.0417 Natural
4746u N47 N46 3.6000 3.0000 4.6117 4.0417 Circular
4645o N46 N45 4.0000 3.5000 4.0417 3.5941 Natural
4645u N46 N45 3.0000 2.5000 4.0417 3.5941 Circular
4140o N41 N40 7.6000 6.6000 7.0587 6.6029 Natural
4140u N41 N40 6.6000 5.6000 7.5432 6.6029 Circular
4038o N40 N38 6.6000 6.0000 6.6029 6.1098 Natural
4038u N40 N38 5.6000 5.0000 6.6029 6.1098 Circular
3938o N39 N38 7.0000 6.0000 7.0223 6.1098 Natural
3938u N39 N38 6.0000 5.0000 7.0223 6.1098 Circular
3836o N38 N36 6.0000 5.5200 6.1098 5.7175 Natural
3836u N38 N36 5.0000 4.4700 6.1098 5.7175 Circular
3635o N36 N35 5.6000 5.4500 5.7175 5.5673 Natural
3635u N36 N35 4.4700 4.0000 5.7175 5.0429 Circular
3533o N35 N33 4.8600 4.6800 5.0429 4.8587 Rectangle
3533u N35 N33 4.0000 3.9000 5.0429 4.0000 Rectangle
2217o N22 N17 3.4000 2.9500 3.4848 3.0496 Natural
2217u N22 N17 1.8600 1.7500 3.4848 3.0496 Circular
2019o N20 N19 7.0000 6.0000 7.0143 6.0136 Natural
2019u N20 N19 6.0000 4.5000 7.0143 5.7998 Circular
1918o N19 N18 6.0000 3.0000 5.7997 3.2020 Natural
1918u N19 N18 4.5000 1.9000 5.7997 3.2020 Circular
1817o N18 N17 3.0000 2.9500 3.2020 3.0965 Natural
1817u N18 N17 1.9000 1.7500 3.2020 3.0496 Circular
1009o N10 N9 4.6000 3.5000 4.5152 3.5154 Natural
1009u N10 N9 3.6000 2.5000 4.5152 3.5154 Circular
0706o N7 N6 5.0000 4.5000 5.0256 4.5524 Natural
0706u N7 N6 4.0000 3.5000 5.0256 4.5524 Circular
0604o N6 N4 4.5000 2.8000 4.5524 2.8519 Natural
0604u N6 N4 3.5000 1.7000 4.5524 2.8156 Circular
0504o N5 N4 4.3000 2.8000 4.3150 2.8156 Natural
0504u N5 N4 3.3000 1.7000 4.3150 2.8156 Circular
0403o N4 N3 2.8000 2.0000 2.8156 2.0066 Natural
0403u N4 N3 1.7000 1.1000 2.8156 1.8528 Circular
0302o N3 N2 1.8200 1.8100 1.8528 1.8208 Natural
0302u N3 N2 1.1000 1.0500 1.8528 1.7938 Rectangle
14b14ao N14B N14A 2.9900 2.5000 3.0511 2.6147 Natural
14b14au N14B N14A 1.8000 1.6000 3.0511 2.6147 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 -1.1882 -0.6770 0.0213 0.0576 0.0000 -1.1305 175.4850 0
N53 -0.7820 -0.2118 0.0140 0.0613 0.0000 -0.7206 369.1543 0
N52 0.6997 0.1594 0.0126 0.0338 0.0000 0.7335 438.9053 0
N38 0.7193 0.0504 0.0129 0.3013 0.0000 1.0207 1427.2350 0
N51B -0.8547 -0.2255 0.0153 0.0625 0.0000 -0.7923 379.0104 0
N48 -0.9126 -0.2102 0.0164 0.0587 0.0000 -0.8538 434.1853 0
N50B 0.1807 0.1159 0.0032 1.0066 0.0000 1.1874 155.4886 0
N49B -0.5622 -0.2209 0.0101 0.0109 0.0000 -0.5513 254.5219 0
N47 -0.3615 -0.1088 0.0065 0.0192 0.0000 -0.3423 332.0994 0
N46 -4.7729 -1.2065 0.0857 0.0531 0.0000 -4.7198 395.5706 0
N45 15.2567 1.3913 0.2739 0.3814 0.0000 15.6382 1096.3886 0
N43 -0.1012 -0.0590 0.0018 0.0142 0.0000 -0.0869 171.5103 0
N42 -0.5471 -0.1656 0.0098 0.0258 0.0000 -0.5213 330.3045 0
N41 0.3295 0.0997 0.0059 0.0226 0.0000 0.3520 330.5641 0
N44 -2.1429 -0.9205 0.0385 0.0144 0.0000 -2.1285 232.7823 0
N40 -15.3700 -2.3936 0.2759 0.0675 0.0000 -15.3025 642.0891 0
N39 -2.1739 -1.7839 0.0390 0.0101 0.0000 -2.1637 121.8575 0
N37 -0.9159 -0.4982 0.0164 0.0179 0.0000 -0.8980 183.8444 0
N36 -8.1145 -0.4315 0.1457 0.7094 0.0000 -7.4051 1880.1384 0
N35 -8.0612 -0.4377 0.1447 226.4893 0.0000 218.4281 1728.3160 0
N34 -4.2401 -4.0209 0.0761 0.5003 0.0000 -3.7398 105.2010 0
N33 -5.5556 -0.3938 0.0997 5.4984 0.0000 -0.0572 1408.1175 0
N31 0.8207 0.3010 0.0147 0.0780 0.0000 0.8986 272.6446 0
N30 -8.2577 -0.6349 0.1483 0.2851 0.0000 -7.9726 1300.4762 0
N29 1.0329 0.1256 0.0185 0.4270 0.0000 1.4599 822.0118 0
N28 -0.9909 -0.3137 0.0178 0.0254 0.0000 -0.9655 315.8538 0
N27 -1.3356 -0.1525 0.0240 0.7755 0.0000 -0.5601 875.4393 0
N26 -14.7101 -5.1358 0.2641 1.0229 0.0000 -13.6872 285.9110 0
N25 2.7844 0.4293 0.0500 0.0711 0.0000 2.8555 648.5184 0
N24 -4.4255 -0.2645 0.0795 0.2036 0.0000 -4.2219 1673.0936 0
N23 -4.8434 -0.9730 0.0870 0.0641 0.0000 -4.7793 497.7415 0
N22 -1.7531 -0.0711 0.0315 0.2931 0.0000 -1.4600 2465.4055 0
N21 0.7631 0.2785 0.0137 1.0122 0.0000 1.7753 273.4661 0
N20 -0.7242 -0.0848 0.0130 0.0442 0.0000 -0.6799 853.6307 0
N19 -0.1518 -0.0099 0.0027 0.3386 0.0000 0.1868 1538.5979 0
N18 -2.9916 -0.1521 0.0537 0.3889 0.0000 -2.6027 1966.1879 0
N17 0.3802 0.0077 0.0068 0.6715 0.0000 1.0517 4933.2440 0
N16 -3.4032 -0.0690 0.0611 1.9765 0.0000 -1.4268 4932.7211 0
N15 -1.5036 -0.0295 0.0270 4.0691 0.0000 2.5655 5102.3030 0
N14B -11.4180 -2.1472 0.2050 0.2260 0.0000 -11.1919 531.6380 0
N14A 2.9129 0.1241 0.0523 6.5773 0.0500 9.4401 2343.2899 0
N13 -4.6881 -0.2005 0.0842 0.4243 0.0000 -4.2638 2337.7765 0
N12 12.7033 0.5424 0.2281 0.0798 0.0000 12.7832 2341.9735 0
N11 13.7262 0.4552 0.2464 0.8259 0.0000 14.5521 3014.9475 0
N10 -0.0441 -0.0156 0.0008 0.0190 0.0000 -0.0251 282.7867 0
N9 -1.4145 -0.4978 0.0254 0.0429 0.0000 -1.3716 284.1310 0
N8 4.2736 0.7999 0.0767 0.0697 0.0000 4.3433 534.2360 0
N7 -0.5006 -0.1952 0.0090 0.0210 0.0000 -0.4796 256.4162 0
N6 1.4673 0.1375 0.0263 0.0764 0.0000 1.5437 1066.6932 0
N5 1.0116 0.3723 0.0182 0.0304 0.0000 1.0420 271.7116 0
N4 -2.7795 -0.1178 0.0499 0.1762 0.0000 -2.6034 2360.2414 0
N3 -16.4267 -0.3055 0.2949 2.1882 0.0000 -14.2385 5376.4941 0
N2 -9.1781 -0.0853 0.1648 4.7542 0.0000 -4.4239 10758.2185 0
N1 -1.2773 -0.0119 0.0229 0.7649 0.0000 -0.5124 10754.4451 0
N50 0.0431 0.1367 0.0008 0.0003 0.0000 0.0434 31.5369 0
N49 4.6293 7.3416 0.0831 0.0004 0.0000 4.6296 63.0557 0
N51 2.5669 1.9582 0.0461 0.0003 0.0000 2.5672 131.0875 0
The total continuity error was -83.172 cubic meters
The remaining total volume was 263.44 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 87.1677 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N53 0.0000 0.0000 95.9025 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N52 0.0000 0.0000 34.8884 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N38 0.0000 0.0000 104.3734 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N51B 0.0000 0.0000 63.1460 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N50B 0.0000 0.0000 78.3212 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N49B 0.0000 0.0000 65.6482 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N47 0.0000 0.0000 150.1137 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N45 0.0000 0.0000 138.3795 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N43 0.0000 0.0000 85.6860 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N42 0.0000 0.0000 79.0406 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N44 0.0000 0.0000 115.3035 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N40 0.0000 0.0000 30.8366 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N39 0.0000 0.0000 59.8499 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N37 0.0000 0.0000 91.4522 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N36 0.0000 0.0000 114.2051 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N35 0.0000 0.0000 29.6608 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N31 0.0000 0.0000 136.7621 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N30 0.0000 0.0000 100.1931 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N29 0.0000 0.0000 262.0050 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N28 0.0000 0.0000 157.4036 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N27 0.0000 0.0000 278.9783 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N26 0.0000 0.0000 23.8470 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N23 0.0000 0.0000 246.4455 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N22 0.0000 0.0000 87.7652 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N21 0.0000 0.0000 137.5939 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N20 0.0000 0.0000 426.4349 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N19 0.0000 0.0000 342.2518 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N18 0.0000 0.0000 212.7162 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N17 0.0000 0.0000 56.4072 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N11 0.0000 0.0000 327.0173 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N10 0.0000 0.0000 141.3662 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N8 0.0000 0.0000 132.9608 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N7 0.0000 0.0000 127.9479 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N6 0.0000 0.0000 405.6107 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N5 0.0000 0.0000 136.3607 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N4 0.0000 0.0000 269.2878 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N2 0.0000 0.0000 135.0382 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 5376.1986 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 0.1536 0.0000
N53 0.0000 0.0000 0.0000 1.0930 0.0000
N52 0.0000 0.0000 0.0000 1.0990 0.0000
N38 0.0000 0.0000 0.0000 1.1098 0.0000
N51B 0.0000 0.0000 0.0000 1.2194 0.0000
N48 0.0000 0.0000 0.0000 1.0080 0.0000
N50B 0.0000 0.0000 0.0000 1.2126 0.0000
N49B 0.0000 0.0000 0.0000 1.2162 0.0000
N47 0.0000 0.0000 0.0000 1.0117 0.0000
N46 0.0000 0.0000 0.0000 1.0417 0.0000
N45 0.0000 0.0000 0.0000 1.0941 0.0000
N43 0.0000 0.0000 0.0000 0.0733 0.0000
N42 0.0000 0.0000 0.0000 0.0991 0.0000
N41 0.0000 0.0000 0.0000 0.9432 0.0000
N44 0.0000 0.0000 0.0000 0.0844 0.0000
N40 0.0000 0.0000 0.0000 1.0029 0.0000
N39 0.0000 0.0000 0.0000 1.0223 0.0000
N37 0.0000 0.0000 0.0000 0.0635 0.0000
N36 0.0000 0.0000 0.0000 1.2475 0.0000
N35 0.0000 0.0000 0.0000 471.5935 0.0000
N34 0.0000 0.0000 0.0000 0.5603 0.0000
N33 0.0000 0.0000 0.0000 0.5681 0.0000
N31 0.0000 0.0000 0.0000 0.0216 0.0000
N30 0.0000 0.0000 0.0000 1.5560 0.0000
N29 0.0000 0.0000 0.0000 0.1282 0.0000
N28 0.0000 0.0000 0.0000 0.0767 0.0000
N27 0.0000 0.0000 0.0000 1.3758 0.0000
N26 0.0000 0.0000 0.0000 0.1932 0.0000
N25 12.7292 0.0000 0.0000 0.7875 0.0000
N24 12.7014 0.0000 0.0000 1.4697 0.0000
N23 0.0000 0.0000 0.0000 0.1246 0.0000
N22 0.0000 0.0000 0.0000 1.6248 0.0000
N21 0.0000 0.0000 0.0000 1.0523 0.0000
N20 0.0000 0.0000 0.0000 1.0143 0.0000
N19 0.0000 0.0000 0.0000 1.2998 0.0000
N18 0.0000 0.0000 0.0000 1.3020 0.0000
N17 0.0000 0.0000 0.0000 1.2996 0.0000
N16 19.0833 0.0000 0.0000 1.7168 0.0000
N15 19.2083 0.0000 0.0000 1.1030 0.0000
N14B 0.0000 0.0000 0.0000 1.2511 0.0000
N14A 0.0000 0.0000 0.0000 1.0147 0.0000
N13 0.0000 0.0000 0.0000 0.6238 0.0000
N12 0.0000 0.0000 0.0000 0.6182 0.0000
N11 0.0000 0.0000 0.0000 0.7747 0.0000
N10 0.0000 0.0000 0.0000 0.9157 0.0000
N9 0.0000 0.0000 0.0000 1.0154 0.0000
N8 0.0000 0.0000 0.0000 1.0395 0.0000
N7 0.0000 0.0000 0.0000 1.0256 0.0000
N6 0.0000 0.0000 0.0000 1.0524 0.0000
N5 0.0000 0.0000 0.0000 1.0150 0.0000
N4 0.0000 0.0000 0.0000 1.1156 0.0000
N3 0.0000 0.0000 0.0000 0.7528 0.0000
N2 0.0000 0.0000 0.0000 0.7438 0.0000
N1 0.0000 0.0000 0.0000 0.7445 0.0000
N50 0.0000 0.0000 0.0000 0.0173 0.0000
N49 0.0000 0.0000 0.0000 0.0243 0.0000
N51 0.0000 0.0000 0.0000 0.0227 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..FREE # 1 with 0.015 percent
The Junction with the largest average change was.N1 with 0.097 percent
The Conduit with the largest sinuosity was.......51b48 with 4.497
*===================================================================*
| 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 87.1928 0.0121
N53 95.9318 0.0133
N52 34.9015 0.0048
N38 104.4025 0.0145
N51B 63.1699 0.0088
N50B 78.3509 0.0109
N49B 65.6734 0.0091
N47 150.1568 0.0209
N45 138.4203 0.0192
N43 85.7124 0.0119
N42 79.0707 0.0110
N44 115.3438 0.0160
N40 30.8482 0.0043
N39 59.8717 0.0083
N37 91.4846 0.0127
N36 114.2452 0.0159
N35 29.6731 0.0041
N31 136.8108 0.0190
N30 100.2303 0.0139
N29 262.0918 0.0364
N28 157.4587 0.0219
N27 279.0646 0.0388
N26 23.8535 0.0033
N23 246.5437 0.0342
N22 87.7927 0.0122
N21 137.6440 0.0191
N20 426.5251 0.0592
N19 342.3516 0.0475
N18 212.7710 0.0296
N17 56.4247 0.0078
N11 327.0982 0.0454
N10 141.4128 0.0196
N8 133.0031 0.0185
N7 127.9883 0.0178
N6 405.7162 0.0563
N5 136.4050 0.0189
N4 269.3729 0.0374
N2 135.0730 0.0188
N1 -5376.1986 -0.7467
Outflow Outflow Average
Junction Volume m^3 Outflow, cms
--------------- ------------ ------------
N1 5376.1986 0.7467
*=====================================================*
| Initial system volume = 0.0500 Cu M |
| Total system inflow volume = 5568.3683 Cu M |
| Inflow + Initial volume = 5568.4183 Cu M |
*=====================================================*
| Total system outflow = 5376.1986 Cu M |
| Volume left in system = 263.4405 Cu M |
| Evaporation = 0.0000 Cu M |
| Outflow + Final Volume = 5639.6391 Cu M |
*=====================================================*
*===============================================*
| Total Model Continuity Error |
| Error in Continuity, Percent = -1.2790 |
| Error in Continuity, m^3 = -71.221 |
| + Error means a continuity loss, - a gain |
*===============================================*
###################################################
# Table E22. Numerical Model judgement section #
###################################################
Your overall error was -1.2790 percent
Worst nodal error was in node N3 with -0.3055 percent
Of the total inflow this loss was 0.2950 percent
Your overall continuity error was Great
Excellent Efficiency
Efficiency of the simulation 1.35
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\m5y25m.out
*==============================================================*
| SWMM Simulation Date and Time Summary |
*==============================================================*
| Starting Date... October 12, 2017 Time... 14:56:19:15 |
| Ending Date... October 12, 2017 Time... 14:56:31:48 |
| Elapsed Time... 0.20550 minutes or 12.33000 seconds |
*==============================================================*
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