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m100y2hr.out
From the archive XPXtrm.zip, inside Further information re: stormwater modelling - REC17/0011. File date in the archive: 2017-10-12 15:43.
1.8600 1.6000 2.6681 2.8493 Natural
1312 N13 N12 1.8600 1.6800 2.6681 2.5008 Natural
1211 N12 N11 1.6800 1.3400 2.5008 2.3235 Natural
1103 N11 N3 1.3400 1.1000 2.3235 2.0050 Natural
0912 N9 N12 3.5000 2.0000 3.5185 2.5008 Natural
0908 N9 N8 2.5000 2.0000 3.5185 3.0424 Circular
0811 N8 N11 3.0000 2.0000 3.0424 2.3235 Natural
0804 N8 N4 2.0000 1.7000 3.0424 2.8412 Circular
0201 N2 N1 1.0500 0.9300 1.9639 1.8430 Natural
50b50 N50B N50 5.9000 5.7000 5.9145 5.7193 Natural
49b40 N49B N49 5.2000 5.0000 5.2175 5.0252 Natural
51b50 N51B N51 5.0000 4.8000 5.0206 4.8235 Natural
L610 N33 N14A 2.6000 1.6000 3.7582 2.8493 Circular
51b48 N51B N48 3.8000 3.6000 5.0206 4.6084 Circular
5352o N53 N52 8.4000 7.1000 8.4987 7.2067 Natural
5352u N53 N52 7.4000 6.1000 8.4987 7.2067 Circular
5238o N52 N38 7.1000 6.0000 7.2067 6.1271 Natural
5238u N52 N38 6.1000 5.0000 7.2067 6.1271 Circular
3851o N38 N51B 6.3000 5.0000 6.1271 5.0206 Natural
3851u N38 N51B 5.0000 3.8000 6.1271 5.0206 Circular
5049u N50B N49B 5.7000 5.0000 5.9145 5.2175 Circular
4948u N49B N48 4.0000 3.6000 5.2175 4.6084 Circular
4845o N48 N45 4.6000 3.5000 4.6084 3.6057 Natural
4845u N48 N45 3.6000 2.5000 4.6084 3.6057 Circular
4746o N47 N46 4.6000 4.0000 4.6270 4.0565 Natural
4746u N47 N46 3.6000 3.0000 4.6270 4.0565 Circular
4645o N46 N45 4.0000 3.5000 4.0565 3.6057 Natural
4645u N46 N45 3.0000 2.5000 4.0565 3.6057 Circular
4140o N41 N40 7.6000 6.6000 7.6421 6.6782 Natural
4140u N41 N40 6.6000 5.6000 7.6421 6.6782 Circular
4038o N40 N38 6.6000 6.0000 6.6782 6.1271 Natural
4038u N40 N38 5.6000 5.0000 6.6782 6.1271 Circular
3938o N39 N38 7.0000 6.0000 7.0244 6.1271 Natural
3938u N39 N38 6.0000 5.0000 7.0244 6.1271 Circular
3836o N38 N36 6.0000 5.5200 6.1271 5.7463 Natural
3836u N38 N36 5.0000 4.4700 6.1271 5.7463 Circular
3635o N36 N35 5.6000 5.4500 5.7463 5.5962 Natural
3635u N36 N35 4.4700 4.0000 5.7463 5.0933 Circular
3533o N35 N33 4.8600 4.6800 5.0933 4.9085 Rectangle
3533u N35 N33 4.0000 3.9000 5.0933 4.0000 Rectangle
2217o N22 N17 3.4000 2.9500 3.6084 3.1581 Natural
2217u N22 N17 1.8600 1.7500 3.6084 3.1562 Circular
2019o N20 N19 7.0000 6.0000 7.0254 6.0354 Natural
2019u N20 N19 6.0000 4.5000 7.0254 6.0354 Circular
1918o N19 N18 6.0000 3.0000 6.0354 3.2233 Natural
1918u N19 N18 4.5000 1.9000 6.0354 3.2233 Circular
1817o N18 N17 3.0000 2.9500 3.2233 3.1562 Natural
1817u N18 N17 1.9000 1.7500 3.2233 3.1562 Circular
1009o N10 N9 4.6000 3.5000 4.6057 3.5185 Natural
1009u N10 N9 3.6000 2.5000 4.6057 3.5185 Circular
0706o N7 N6 5.0000 4.5000 5.0289 4.5591 Natural
0706u N7 N6 4.0000 3.5000 5.0289 4.5591 Circular
0604o N6 N4 4.5000 2.8000 4.5591 2.8589 Natural
0604u N6 N4 3.5000 1.7000 4.5591 2.8412 Circular
0504o N5 N4 4.3000 2.8000 4.3201 2.8412 Natural
0504u N5 N4 3.3000 1.7000 4.3201 2.8412 Circular
0403o N4 N3 2.8000 2.0000 2.8412 2.0326 Natural
0403u N4 N3 1.7000 1.1000 2.8412 2.0050 Circular
0302o N3 N2 1.8200 1.8100 2.0050 1.9639 Natural
0302u N3 N2 1.1000 1.0500 2.0050 1.9639 Rectangle
14b14ao N14B N14A 2.9900 2.5000 3.0965 2.8493 Natural
14b14au N14B N14A 1.8000 1.6000 3.0965 2.8493 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 2.1663 0.3659 0.0113 1.2260 0.0000 3.3923 591.3883 0
N53 -1.7215 -0.1384 0.0090 1.6909 0.0000 -0.0307 1243.3810 0
N52 -0.0395 -0.0027 0.0002 0.7622 0.0000 0.7226 1483.4955 0
N38 -13.0016 -0.2709 0.0681 4.5435 0.0000 -8.4581 4796.9964 0
N51B 0.8335 0.0709 0.0044 1.6571 0.0000 2.4906 1174.6821 0
N48 -0.2025 -0.0141 0.0011 1.9394 0.0000 1.7368 1436.3081 0
N50B 0.1633 0.0302 0.0009 1.2202 0.0000 1.3835 539.8792 0
N49B -0.6479 -0.0702 0.0034 0.4378 0.0000 -0.2101 922.7586 0
N47 -2.1739 -0.1983 0.0114 0.2834 0.0000 -1.8905 1095.9208 0
N46 -4.5968 -0.3614 0.0241 1.1264 0.0000 -3.4705 1271.3084 0
N45 5.9750 0.1638 0.0313 3.1585 0.0000 9.1335 3647.2571 0
N43 -0.1303 -0.0222 0.0007 0.2899 0.0000 0.1597 585.5278 0
N42 -0.0850 -0.0075 0.0004 0.6316 0.0000 0.5466 1130.9578 0
N41 -1.0975 -0.0970 0.0057 0.7150 0.0000 -0.3825 1130.8625 0
N44 -0.9143 -0.1150 0.0048 0.4370 0.0000 -0.4773 794.5863 0
N40 -21.1146 -0.9778 0.1106 1.9809 0.0000 -19.1337 2158.4031 0
N39 -1.0656 -0.2576 0.0056 0.2506 0.0000 -0.8151 413.5188 0
N37 -0.0182 -0.0029 0.0001 0.6227 0.0000 0.6045 629.6104 0
N36 -8.0547 -0.1246 0.0422 3.7334 0.0000 -4.3214 6462.1351 0
N35 67.5780 1.0554 0.3538 402.0610 0.0000 469.6391 6202.2429 0
N34 -7.7808 -0.5065 0.0407 0.5003 0.0000 -7.2805 1536.0836 0
N33 -6.8078 -0.1619 0.0356 10.7484 0.0000 3.9406 4199.6584 0
N31 4.2135 0.4497 0.0221 2.7700 0.0000 6.9835 935.5768 0
N30 -19.3957 -0.4570 0.1016 5.7303 0.0000 -13.6654 4241.0800 0
N29 2.2725 0.0869 0.0119 3.3570 0.0000 5.6295 2613.2614 0
N28 -0.1875 -0.0173 0.0010 0.8773 0.0000 0.6898 1083.6118 0
N27 -4.0509 -0.1350 0.0212 2.8982 0.0000 -1.1527 2998.3127 0
N26 -7.7289 -0.9485 0.0405 2.8071 0.0000 -4.9218 813.4576 0
N25 2.3806 0.1013 0.0125 1.9198 0.0000 4.3003 2349.3742 0
N24 -9.0569 -0.1609 0.0474 4.3245 0.0000 -4.7325 5626.5229 0
N23 7.4375 0.4390 0.0389 3.4299 0.0000 10.8675 1692.6289 0
N22 -14.6529 -0.1548 0.0767 8.2076 0.0000 -6.4453 9462.7422 0
N21 1.3460 0.1422 0.0070 1.4075 0.0000 2.7535 945.6292 0
N20 -1.7710 -0.0609 0.0093 0.6043 0.0000 -1.1667 2907.9070 0
N19 -6.6894 -0.1273 0.0350 5.0316 0.0000 -1.6579 5253.9098 0
N18 16.5480 0.2475 0.0866 5.8402 0.0000 22.3882 6683.6802 0
N17 -4.2727 -0.0245 0.0224 8.8935 0.0000 4.6208 17452.2931 0
N16 -1.0037 -0.0062 0.0053 11.0351 0.0000 10.0314 16150.0295 0
N15 3.2950 0.0227 0.0173 19.1808 0.0000 22.4758 14495.3554 0
N14B -13.8542 -0.4260 0.0725 0.5370 0.0000 -13.3172 3252.1384 0
N14A 0.9145 0.0081 0.0048 13.5276 0.0500 14.3921 11225.7748 0
N13 -13.0661 -0.1164 0.0684 2.4122 0.0000 -10.6539 11220.8356 0
N12 22.7323 0.2022 0.1190 4.7083 0.0000 27.4406 11238.8746 0
N11 20.1215 0.1478 0.1054 15.0983 0.0000 35.2198 13607.6965 0
N10 -0.0978 -0.0101 0.0005 0.4410 0.0000 0.3432 972.2276 0
N9 -1.9750 -0.2029 0.0103 1.0709 0.0000 -0.9042 972.7603 0
N8 -0.7381 -0.0399 0.0039 1.8130 0.0000 1.0749 1851.0047 0
N7 -1.6532 -0.1877 0.0087 0.3295 0.0000 -1.3237 880.6302 0
N6 -0.4824 -0.0132 0.0025 1.4918 0.0000 1.0094 3655.7184 0
N5 -1.2208 -0.1301 0.0064 0.8304 0.0000 -0.3905 938.2809 0
N4 -4.1307 -0.0511 0.0216 4.2125 0.0000 0.0818 8087.1589 0
N3 -27.9047 -0.1287 0.1461 19.2598 0.0000 -8.6448 21666.3616 0
N2 -11.8655 -0.0320 0.0621 24.3845 0.0000 12.5189 37052.9877 0
N1 -6.0118 -0.0162 0.0315 4.7641 0.0000 -1.2476 37039.3587 0
N50 0.9026 1.3162 0.0047 0.0003 0.0000 0.9028 68.5745 0
N49 3.7184 2.1404 0.0195 0.0004 0.0000 3.7187 173.7188 0
N51 2.1628 0.4531 0.0113 0.0056 0.0000 2.1684 477.3404 0
The total continuity error was -56.501 cubic meters
The remaining total volume was 623.22 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 297.3883 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N53 0.0000 0.0000 327.6801 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N52 0.0000 0.0000 120.4133 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N38 0.0000 0.0000 357.1015 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N51B 0.0000 0.0000 218.0721 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N50B 0.0000 0.0000 270.6669 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N49B 0.0000 0.0000 226.8556 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N47 0.0000 0.0000 513.2123 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N45 0.0000 0.0000 473.4715 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N43 0.0000 0.0000 292.8452 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N42 0.0000 0.0000 273.0410 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N44 0.0000 0.0000 397.0576 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N40 0.0000 0.0000 106.5219 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N39 0.0000 0.0000 206.3617 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N37 0.0000 0.0000 315.1063 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N36 0.0000 0.0000 393.3183 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N35 0.0000 0.0000 102.8314 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N31 0.0000 0.0000 471.2908 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N30 0.0000 0.0000 345.7532 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N29 0.0000 0.0000 900.4516 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N28 0.0000 0.0000 542.1439 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N27 0.0000 0.0000 957.1616 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N26 0.0000 0.0000 81.4588 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N23 0.0000 0.0000 851.8284 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N22 0.0000 0.0000 300.0621 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N21 0.0000 0.0000 474.2091 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N20 0.0000 0.0000 1453.4695 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N19 0.0000 0.0000 1171.5916 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N18 0.0000 0.0000 725.3721 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N17 0.0000 0.0000 193.3014 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N11 0.0000 0.0000 1112.9232 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N10 0.0000 0.0000 486.3011 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N8 0.0000 0.0000 456.9981 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N7 0.0000 0.0000 439.6743 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N6 0.0000 0.0000 1387.4549 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N5 0.0000 0.0000 468.9493 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N4 0.0000 0.0000 925.5041 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N2 0.0000 0.0000 460.0115 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 18519.9423 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 0.1594 0.0000
N53 0.0000 0.0000 0.0000 1.0987 0.0000
N52 0.0000 0.0000 0.0000 1.1067 0.0000
N38 0.0000 0.0000 0.0000 1.1271 0.0000
N51B 0.0000 0.0000 0.0000 1.2206 0.0000
N48 0.0000 0.0000 0.0000 1.0084 0.0000
N50B 0.0000 0.0000 0.0000 1.2145 0.0000
N49B 0.0000 0.0000 0.0000 1.2175 0.0000
N47 0.0000 0.0000 0.0000 1.0270 0.0000
N46 0.0000 0.0000 0.0000 1.0565 0.0000
N45 0.0000 0.0000 0.0000 1.1057 0.0000
N43 0.0000 0.0000 0.0000 0.0760 0.0000
N42 0.0000 0.0000 0.0000 0.1028 0.0000
N41 0.0000 0.0000 0.0000 1.0421 0.0000
N44 0.0000 0.0000 0.0000 0.0885 0.0000
N40 0.0000 0.0000 0.0000 1.0782 0.0000
N39 0.0000 0.0000 0.0000 1.0244 0.0000
N37 0.0000 0.0000 0.0000 0.0658 0.0000
N36 0.0000 0.0000 0.0000 1.2763 0.0000
N35 0.0000 0.0000 0.0000 499.3105 0.0000
N34 0.0000 0.0000 0.0000 0.6701 0.0000
N33 0.0000 0.0000 0.0000 1.1582 0.0000
N31 0.0000 0.0000 0.0000 0.0228 0.0000
N30 0.0000 0.0000 0.0000 1.5740 0.0000
N29 0.0000 0.0000 0.0000 0.1350 0.0000
N28 0.0000 0.0000 0.0000 0.0795 0.0000
N27 0.0000 0.0000 0.0000 1.3785 0.0000
N26 0.0000 0.0000 0.0000 0.2077 0.0000
N25 43.0278 0.0000 0.0000 0.8206 0.0000
N24 38.3819 0.0000 0.0000 1.5634 0.0000
N23 0.0000 0.0000 0.0000 0.1248 0.0000
N22 0.0000 0.0000 0.0000 1.7484 0.0000
N21 0.0000 0.0000 0.0000 1.1563 0.0000
N20 0.0000 0.0000 0.0000 1.0254 0.0000
N19 0.0000 0.0000 0.0000 1.5354 0.0000
N18 0.0000 0.0000 0.0000 1.3233 0.0000
N17 0.0000 0.0000 0.0000 1.4062 0.0000
N16 66.9931 0.0000 0.0000 1.8209 0.0000
N15 67.1111 0.0000 0.0000 1.2716 0.0000
N14B 0.0000 0.0000 0.0000 1.2965 0.0000
N14A 0.0000 0.0000 0.0000 1.2493 0.0000
N13 0.0000 0.0000 0.0000 0.8081 0.0000
N12 0.0000 0.0000 0.0000 0.8208 0.0000
N11 0.0000 0.0000 0.0000 0.9835 0.0000
N10 0.0000 0.0000 0.0000 1.0057 0.0000
N9 0.0000 0.0000 0.0000 1.0185 0.0000
N8 0.0000 0.0000 0.0000 1.0424 0.0000
N7 0.0000 0.0000 0.0000 1.0289 0.0000
N6 0.0000 0.0000 0.0000 1.0591 0.0000
N5 0.0000 0.0000 0.0000 1.0201 0.0000
N4 0.0000 0.0000 0.0000 1.1412 0.0000
N3 0.0000 0.0000 0.0000 0.9050 0.0000
N2 0.0000 0.0000 0.0000 0.9139 0.0000
N1 0.0000 0.0000 0.0000 0.9130 0.0000
N50 0.0000 0.0000 0.0000 0.0193 0.0000
N49 0.0000 0.0000 0.0000 0.0252 0.0000
N51 0.0000 0.0000 0.0000 0.0235 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 0.013 percent
The Junction with the largest average change was.N16 with 0.101 percent
The Conduit with the largest sinuosity was.......1817u with 4.393
*===================================================================*
| 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 297.3901 0.0413
N53 327.6841 0.0455
N52 120.4185 0.0167
N38 357.1020 0.0496
N51B 218.0821 0.0303
N50B 270.6782 0.0376
N49B 226.8666 0.0315
N47 513.2171 0.0713
N45 473.4775 0.0658
N43 292.8491 0.0407
N42 273.0524 0.0379
N44 397.0695 0.0551
N40 106.5260 0.0148
N39 206.3688 0.0287
N37 315.1157 0.0438
N36 393.3298 0.0546
N35 102.8375 0.0143
N31 471.3053 0.0655
N30 345.7667 0.0480
N29 900.4693 0.1251
N28 542.1598 0.0753
N27 957.1728 0.1329
N26 81.4586 0.0113
N23 851.8696 0.1183
N22 300.0666 0.0417
N21 474.2242 0.0659
N20 1453.4347 0.2019
N19 1171.5985 0.1627
N18 725.3697 0.1007
N17 193.3046 0.0268
N11 1112.9172 0.1546
N10 486.3098 0.0675
N8 457.0045 0.0635
N7 439.6800 0.0611
N6 1387.4452 0.1927
N5 468.9570 0.0651
N4 925.5161 0.1285
N2 460.0107 0.0639
N1 -18519.9423 -2.5722
Outflow Outflow Average
Junction Volume m^3 Outflow, cms
--------------- ------------ ------------
N1 18519.9423 2.5722
*=====================================================*
| Initial system volume = 0.0500 Cu M |
| Total system inflow volume = 19097.8556 Cu M |
| Inflow + Initial volume = 19097.9056 Cu M |
*=====================================================*
| Total system outflow = 18519.9423 Cu M |
| Volume left in system = 623.2176 Cu M |
| Evaporation = 0.0000 Cu M |
| Outflow + Final Volume = 19143.1599 Cu M |
*=====================================================*
*===============================================*
| Total Model Continuity Error |
| Error in Continuity, Percent = -0.2370 |
| Error in Continuity, m^3 = -45.254 |
| + Error means a continuity loss, - a gain |
*===============================================*
###################################################
# Table E22. Numerical Model judgement section #
###################################################
Your overall error was -0.2370 percent
Worst nodal error was in node N35 with 1.0895 percent
Of the total inflow this loss was 0.3539 percent
Your overall continuity error was Excellent
Excellent Efficiency
Efficiency of the simulation 1.37
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\m100y2hr.out
*==============================================================*
| SWMM Simulation Date and Time Summary |
*==============================================================*
| Starting Date... October 12, 2017 Time... 15:43: 4:81 |
| Ending Date... October 12, 2017 Time... 15:43:17:35 |
| Elapsed Time... 0.20900 minutes or 12.54000 seconds |
*==============================================================*
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