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m100y1p5.out
From the archive XPXtrm.zip, inside Further information re: stormwater modelling - REC17/0011. File date in the archive: 2017-10-12 15:40.
1.8600 1.6000 2.6827 2.8738 Natural
1312 N13 N12 1.8600 1.6800 2.6827 2.5284 Natural
1211 N12 N11 1.6800 1.3400 2.5284 2.3395 Natural
1103 N11 N3 1.3400 1.1000 2.3395 2.0203 Natural
0912 N9 N12 3.5000 2.0000 3.5201 2.5284 Natural
0908 N9 N8 2.5000 2.0000 3.5201 3.0448 Circular
0811 N8 N11 3.0000 2.0000 3.0448 2.3395 Natural
0804 N8 N4 2.0000 1.7000 3.0448 2.8511 Circular
0201 N2 N1 1.0500 0.9300 1.9794 1.8605 Natural
50b50 N50B N50 5.9000 5.7000 5.9151 5.7195 Natural
49b40 N49B N49 5.2000 5.0000 5.2180 5.0258 Natural
51b50 N51B N51 5.0000 4.8000 5.0210 4.8240 Natural
L610 N33 N14A 2.6000 1.6000 3.8606 2.8738 Circular
51b48 N51B N48 3.8000 3.6000 5.0210 4.6085 Circular
5352o N53 N52 8.4000 7.1000 8.5024 7.2113 Natural
5352u N53 N52 7.4000 6.1000 8.5024 7.2113 Circular
5238o N52 N38 7.1000 6.0000 7.2113 6.1348 Natural
5238u N52 N38 6.1000 5.0000 7.2113 6.1348 Circular
3851o N38 N51B 6.3000 5.0000 6.1348 5.0210 Natural
3851u N38 N51B 5.0000 3.8000 6.1348 5.0210 Circular
5049u N50B N49B 5.7000 5.0000 5.9151 5.2180 Circular
4948u N49B N48 4.0000 3.6000 5.2180 4.6085 Circular
4845o N48 N45 4.6000 3.5000 4.6085 3.6092 Natural
4845u N48 N45 3.6000 2.5000 4.6085 3.6092 Circular
4746o N47 N46 4.6000 4.0000 4.6356 4.0615 Natural
4746u N47 N46 3.6000 3.0000 4.6356 4.0615 Circular
4645o N46 N45 4.0000 3.5000 4.0615 3.6092 Natural
4645u N46 N45 3.0000 2.5000 4.0615 3.6092 Circular
4140o N41 N40 7.6000 6.6000 7.6501 6.6879 Natural
4140u N41 N40 6.6000 5.6000 7.6501 6.6879 Circular
4038o N40 N38 6.6000 6.0000 6.6879 6.1348 Natural
4038u N40 N38 5.6000 5.0000 6.6879 6.1348 Circular
3938o N39 N38 7.0000 6.0000 7.0252 6.1348 Natural
3938u N39 N38 6.0000 5.0000 7.0252 6.1348 Circular
3836o N38 N36 6.0000 5.5200 6.1348 5.7558 Natural
3836u N38 N36 5.0000 4.4700 6.1348 5.7558 Circular
3635o N36 N35 5.6000 5.4500 5.7558 5.6057 Natural
3635u N36 N35 4.4700 4.0000 5.7558 5.1011 Circular
3533o N35 N33 4.8600 4.6800 5.1011 4.9160 Rectangle
3533u N35 N33 4.0000 3.9000 5.1011 4.0000 Rectangle
2217o N22 N17 3.4000 2.9500 3.6220 3.1717 Natural
2217u N22 N17 1.8600 1.7500 3.6220 3.1707 Circular
2019o N20 N19 7.0000 6.0000 7.0280 6.0511 Natural
2019u N20 N19 6.0000 4.5000 7.0280 6.0511 Circular
1918o N19 N18 6.0000 3.0000 6.0511 3.2309 Natural
1918u N19 N18 4.5000 1.9000 6.0511 3.2309 Circular
1817o N18 N17 3.0000 2.9500 3.2309 3.1707 Natural
1817u N18 N17 1.9000 1.7500 3.2309 3.1707 Circular
1009o N10 N9 4.6000 3.5000 4.6086 3.5201 Natural
1009u N10 N9 3.6000 2.5000 4.6086 3.5201 Circular
0706o N7 N6 5.0000 4.5000 5.0305 4.5622 Natural
0706u N7 N6 4.0000 3.5000 5.0305 4.5622 Circular
0604o N6 N4 4.5000 2.8000 4.5622 2.8620 Natural
0604u N6 N4 3.5000 1.7000 4.5622 2.8511 Circular
0504o N5 N4 4.3000 2.8000 4.3224 2.8511 Natural
0504u N5 N4 3.3000 1.7000 4.3224 2.8511 Circular
0403o N4 N3 2.8000 2.0000 2.8511 2.0415 Natural
0403u N4 N3 1.7000 1.1000 2.8511 2.0203 Circular
0302o N3 N2 1.8200 1.8100 2.0203 1.9794 Natural
0302u N3 N2 1.1000 1.0500 2.0203 1.9794 Rectangle
14b14ao N14B N14A 2.9900 2.5000 3.1029 2.8738 Natural
14b14au N14B N14A 1.8000 1.6000 3.1029 2.8738 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 -0.3072 -0.0571 0.0018 0.2768 0.0000 -0.0304 537.9819 0
N53 -2.0942 -0.1850 0.0122 0.3197 0.0000 -1.7745 1131.5277 0
N52 -0.1229 -0.0091 0.0007 0.1472 0.0000 0.0243 1348.8441 0
N38 -7.8914 -0.1820 0.0458 1.5288 0.0000 -6.3626 4334.8879 0
N51B -0.7170 -0.0699 0.0042 0.2781 0.0000 -0.4389 1025.9599 0
N48 -1.1152 -0.0935 0.0065 0.2918 0.0000 -0.8235 1193.0909 0
N50B 0.0569 0.0118 0.0003 1.0259 0.0000 1.0828 483.1974 0
N49B -0.6897 -0.0851 0.0040 0.0532 0.0000 -0.6365 810.7212 0
N47 -2.4272 -0.2415 0.0141 0.0610 0.0000 -2.3662 1004.8771 0
N46 -3.9711 -0.3300 0.0231 0.2019 0.0000 -3.7693 1203.2422 0
N45 11.1972 0.3451 0.0650 0.8352 0.0000 12.0325 3244.0423 0
N43 -0.1707 -0.0323 0.0010 0.0473 0.0000 -0.1234 528.8042 0
N42 -0.7949 -0.0781 0.0046 0.0928 0.0000 -0.7021 1018.3647 0
N41 -0.5647 -0.0554 0.0033 0.1012 0.0000 -0.4635 1019.5762 0
N44 -1.4552 -0.2038 0.0085 0.0611 0.0000 -1.3941 714.1486 0
N40 -18.3194 -0.9422 0.1064 0.2920 0.0000 -18.0274 1944.2140 0
N39 -1.1533 -0.3108 0.0067 0.0445 0.0000 -1.1088 371.0551 0
N37 -1.0466 -0.1848 0.0061 0.0858 0.0000 -0.9608 566.3235 0
N36 -7.7753 -0.1284 0.0452 2.1887 0.0000 -5.5866 6053.6384 0
N35 40.4396 0.6708 0.2349 347.2518 0.0000 387.6914 5854.7916 0
N34 -7.4188 -0.4390 0.0431 0.5003 0.0000 -6.9185 1689.6522 0
N33 -5.0568 -0.1336 0.0294 6.3679 0.0000 1.3112 3782.8604 0
N31 0.0059 0.0007 0.0000 0.3676 0.0000 0.3735 845.0443 0
N30 -11.8002 -0.2959 0.0685 0.9522 0.0000 -10.8480 3986.8220 0
N29 -1.5119 -0.0602 0.0088 0.9565 0.0000 -0.5555 2511.7645 0
N28 -1.5114 -0.1551 0.0088 0.1172 0.0000 -1.3943 974.4353 0
N27 -2.9942 -0.1108 0.0174 1.2280 0.0000 -1.7661 2702.6199 0
N26 -8.5002 -0.9596 0.0494 1.5861 0.0000 -6.9141 884.9767 0
N25 2.0638 0.1047 0.0120 0.3006 0.0000 2.3645 1971.2053 0
N24 -4.9717 -0.1014 0.0289 0.7183 0.0000 -4.2534 4901.6717 0
N23 0.7622 0.0501 0.0044 0.4194 0.0000 1.1817 1521.7023 0
N22 -9.6457 -0.1112 0.0560 1.2505 0.0000 -8.3952 8672.7965 0
N21 1.1664 0.1374 0.0068 1.0535 0.0000 2.2199 848.1502 0
N20 -1.7427 -0.0658 0.0101 0.1556 0.0000 -1.5871 2646.6522 0
N19 -6.4392 -0.1350 0.0374 1.2199 0.0000 -5.2193 4769.9853 0
N18 13.1540 0.2165 0.0764 1.4029 0.0000 14.5568 6075.7248 0
N17 2.6918 0.0169 0.0156 1.8565 0.0000 4.5483 15930.6007 0
N16 -4.1037 -0.0286 0.0238 3.2958 0.0000 -0.8079 14348.8206 0
N15 -0.1161 -0.0009 0.0007 6.6081 0.0000 6.4920 12537.7354 0
N14B -4.9900 -0.1432 0.0290 0.2895 0.0000 -4.7005 3484.0139 0
N14A 1.6618 0.0153 0.0097 7.7139 0.0500 9.3257 10838.9547 0
N13 -8.9566 -0.0826 0.0520 0.6451 0.0000 -8.3115 10837.2529 0
N12 36.2835 0.3343 0.2107 0.4920 0.0000 36.7755 10853.1969 0
N11 44.9357 0.3454 0.2610 2.5721 0.0000 47.5078 13009.4588 0
N10 -0.1642 -0.0188 0.0010 0.0773 0.0000 -0.0869 874.3825 0
N9 -1.9939 -0.2275 0.0116 0.1792 0.0000 -1.8147 876.2259 0
N8 -3.1995 -0.1929 0.0186 0.3032 0.0000 -2.8963 1658.4416 0
N7 -1.0413 -0.1314 0.0060 0.0756 0.0000 -0.9657 792.3749 0
N6 -2.8181 -0.0852 0.0164 0.2944 0.0000 -2.5237 3307.2046 0
N5 -5.3700 -0.6327 0.0312 0.1423 0.0000 -5.2277 848.6137 0
N4 -3.2977 -0.0453 0.0192 0.7254 0.0000 -2.5723 7272.4638 0
N3 -28.8818 -0.1425 0.1677 4.7428 0.0000 -24.1390 20259.6067 0
N2 -7.5529 -0.0224 0.0439 8.0358 0.0000 0.4829 33643.8494 0
N1 -2.1112 -0.0063 0.0123 1.3547 0.0000 -0.7566 33637.5994 0
N50 1.4667 1.9248 0.0085 0.0003 0.0000 1.4670 76.1973 0
N49 2.9643 1.5185 0.0172 0.0004 0.0000 2.9647 195.2073 0
N51 0.9162 0.2054 0.0053 0.0003 0.0000 0.9165 446.1529 0
The total continuity error was -27.040 cubic meters
The remaining total volume was 413.19 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 268.9475 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N53 0.0000 0.0000 295.8497 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N52 0.0000 0.0000 107.8084 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N38 0.0000 0.0000 322.8065 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N51B 0.0000 0.0000 195.1375 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N50B 0.0000 0.0000 242.1519 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N49B 0.0000 0.0000 202.8856 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N47 0.0000 0.0000 463.8867 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N45 0.0000 0.0000 427.5627 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N43 0.0000 0.0000 264.3196 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N42 0.0000 0.0000 244.3288 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N44 0.0000 0.0000 356.3553 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N40 0.0000 0.0000 95.3411 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N39 0.0000 0.0000 184.9644 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N37 0.0000 0.0000 282.6593 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N36 0.0000 0.0000 352.9512 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N35 0.0000 0.0000 91.6986 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N31 0.0000 0.0000 422.6945 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N30 0.0000 0.0000 309.6419 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N29 0.0000 0.0000 809.7872 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N28 0.0000 0.0000 486.4737 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N27 0.0000 0.0000 862.4856 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N26 0.0000 0.0000 73.7207 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N23 0.0000 0.0000 761.4108 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N22 0.0000 0.0000 270.7232 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N21 0.0000 0.0000 425.1539 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N20 0.0000 0.0000 1322.5125 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N19 0.0000 0.0000 1058.2048 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N18 0.0000 0.0000 657.5590 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N17 0.0000 0.0000 174.2471 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N11 0.0000 0.0000 1010.4305 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N10 0.0000 0.0000 437.1291 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N8 0.0000 0.0000 411.2024 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N7 0.0000 0.0000 395.6949 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N6 0.0000 0.0000 1255.6066 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N5 0.0000 0.0000 421.6822 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N4 0.0000 0.0000 832.8646 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N2 0.0000 0.0000 417.1794 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 16818.1709 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 0.1628 0.0000
N53 0.0000 0.0000 0.0000 1.1024 0.0000
N52 0.0000 0.0000 0.0000 1.1113 0.0000
N38 0.0000 0.0000 0.0000 1.1348 0.0000
N51B 0.0000 0.0000 0.0000 1.2210 0.0000
N48 0.0000 0.0000 0.0000 1.0085 0.0000
N50B 0.0000 0.0000 0.0000 1.2151 0.0000
N49B 0.0000 0.0000 0.0000 1.2180 0.0000
N47 0.0000 0.0000 0.0000 1.0356 0.0000
N46 0.0000 0.0000 0.0000 1.0615 0.0000
N45 0.0000 0.0000 0.0000 1.1092 0.0000
N43 0.0000 0.0000 0.0000 0.0773 0.0000
N42 0.0000 0.0000 0.0000 0.1044 0.0000
N41 0.0000 0.0000 0.0000 1.0501 0.0000
N44 0.0000 0.0000 0.0000 0.0901 0.0000
N40 0.0000 0.0000 0.0000 1.0879 0.0000
N39 0.0000 0.0000 0.0000 1.0252 0.0000
N37 0.0000 0.0000 0.0000 0.0668 0.0000
N36 0.0000 0.0000 0.0000 1.2858 0.0000
N35 0.0000 0.0000 0.0000 503.6011 0.0000
N34 0.0000 0.0000 0.0000 0.6844 0.0000
N33 0.0000 0.0000 0.0000 1.2606 0.0000
N31 0.0000 0.0000 0.0000 0.0234 0.0000
N30 0.0000 0.0000 0.0000 1.5826 0.0000
N29 0.0000 0.0000 0.0000 0.1386 0.0000
N28 0.0000 0.0000 0.0000 0.0807 0.0000
N27 0.0000 0.0000 0.0000 1.3798 0.0000
N26 0.0000 0.0000 0.0000 0.2146 0.0000
N25 44.7292 0.0000 0.0000 0.8267 0.0000
N24 44.0556 0.0000 0.0000 1.5751 0.0000
N23 0.0000 0.0000 0.0000 0.1204 0.0000
N22 0.0000 0.0000 0.0000 1.7620 0.0000
N21 0.0000 0.0000 0.0000 1.1707 0.0000
N20 0.0000 0.0000 0.0000 1.0280 0.0000
N19 0.0000 0.0000 0.0000 1.5511 0.0000
N18 0.0000 0.0000 0.0000 1.3309 0.0000
N17 0.0000 0.0000 0.0000 1.4207 0.0000
N16 62.0000 0.0000 0.0000 1.8350 0.0000
N15 61.4931 0.0000 0.0000 1.2871 0.0000
N14B 0.0000 0.0000 0.0000 1.3029 0.0000
N14A 0.0000 0.0000 0.0000 1.2738 0.0000
N13 0.0000 0.0000 0.0000 0.8227 0.0000
N12 0.0000 0.0000 0.0000 0.8484 0.0000
N11 0.0000 0.0000 0.0000 0.9995 0.0000
N10 0.0000 0.0000 0.0000 1.0086 0.0000
N9 0.0000 0.0000 0.0000 1.0201 0.0000
N8 0.0000 0.0000 0.0000 1.0448 0.0000
N7 0.0000 0.0000 0.0000 1.0305 0.0000
N6 0.0000 0.0000 0.0000 1.0622 0.0000
N5 0.0000 0.0000 0.0000 1.0240 0.0000
N4 0.0000 0.0000 0.0000 1.1511 0.0000
N3 0.0000 0.0000 0.0000 0.9203 0.0000
N2 0.0000 0.0000 0.0000 0.9294 0.0000
N1 0.0000 0.0000 0.0000 0.9305 0.0000
N50 0.0000 0.0000 0.0000 0.0195 0.0000
N49 0.0000 0.0000 0.0000 0.0258 0.0000
N51 0.0000 0.0000 0.0000 0.0240 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 0.033 percent
The Junction with the largest average change was.N1 with 0.167 percent
The Conduit with the largest sinuosity was.......1502 with 4.673
*===================================================================*
| 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 268.9739 0.0374
N53 295.8812 0.0411
N52 107.8245 0.0150
N38 322.8370 0.0448
N51B 195.1673 0.0271
N50B 242.1882 0.0336
N49B 202.9174 0.0282
N47 463.9345 0.0644
N45 427.6085 0.0594
N43 264.3482 0.0367
N42 244.3655 0.0339
N44 356.4027 0.0495
N40 95.3551 0.0132
N39 184.9902 0.0257
N37 282.6971 0.0393
N36 352.9979 0.0490
N35 91.7145 0.0127
N31 422.7514 0.0587
N30 309.6870 0.0430
N29 809.8842 0.1125
N28 486.5382 0.0676
N27 862.5795 0.1198
N26 73.7272 0.0102
N23 761.5315 0.1058
N22 270.7531 0.0376
N21 425.2121 0.0591
N20 1322.5950 0.1837
N19 1058.3116 0.1470
N18 657.6159 0.0913
N17 174.2669 0.0242
N11 1010.5139 0.1403
N10 437.1809 0.0607
N8 411.2487 0.0571
N7 395.7390 0.0550
N6 1255.7125 0.1744
N5 421.7312 0.0586
N4 832.9575 0.1157
N2 417.2159 0.0579
N1 -16818.1709 -2.3359
Outflow Outflow Average
Junction Volume m^3 Outflow, cms
--------------- ------------ ------------
N1 16818.1709 2.3359
*=====================================================*
| Initial system volume = 0.0500 Cu M |
| Total system inflow volume = 17216.0596 Cu M |
| Inflow + Initial volume = 17216.1096 Cu M |
*=====================================================*
| Total system outflow = 16818.1709 Cu M |
| Volume left in system = 413.1859 Cu M |
| Evaporation = 0.0000 Cu M |
| Outflow + Final Volume = 17231.3568 Cu M |
*=====================================================*
*===============================================*
| Total Model Continuity Error |
| Error in Continuity, Percent = -0.0886 |
| Error in Continuity, m^3 = -15.247 |
| + Error means a continuity loss, - a gain |
*===============================================*
###################################################
# Table E22. Numerical Model judgement section #
###################################################
Your overall error was -0.0886 percent
Worst nodal error was in node N11 with 0.3454 percent
Of the total inflow this loss was 0.2610 percent
Your overall continuity error was Excellent
Excellent Efficiency
Efficiency of the simulation 1.44
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\m100y1p5.out
*==============================================================*
| SWMM Simulation Date and Time Summary |
*==============================================================*
| Starting Date... October 12, 2017 Time... 15:40:22:26 |
| Ending Date... October 12, 2017 Time... 15:40:34:84 |
| Elapsed Time... 0.20967 minutes or 12.58000 seconds |
*==============================================================*
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