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m100y1hr.out
From the archive XPXtrm.zip, inside Further information re: stormwater modelling - REC17/0011. File date in the archive: 2017-10-12 15:37.
1.8600 1.6000 2.7284 2.9424 Natural
1312 N13 N12 1.8600 1.6800 2.7284 2.6030 Natural
1211 N12 N11 1.6800 1.3400 2.6030 2.3967 Natural
1103 N11 N3 1.3400 1.1000 2.3967 2.0653 Natural
0912 N9 N12 3.5000 2.0000 3.5298 2.6030 Natural
0908 N9 N8 2.5000 2.0000 3.5298 3.0538 Circular
0811 N8 N11 3.0000 2.0000 3.0538 2.3967 Natural
0804 N8 N4 2.0000 1.7000 3.0538 2.8788 Circular
0201 N2 N1 1.0500 0.9300 2.0304 1.9101 Natural
50b50 N50B N50 5.9000 5.7000 5.9188 5.7243 Natural
49b40 N49B N49 5.2000 5.0000 5.2206 5.0295 Natural
51b50 N51B N51 5.0000 4.8000 5.0235 4.8270 Natural
L610 N33 N14A 2.6000 1.6000 4.1910 2.9424 Circular
51b48 N51B N48 3.8000 3.6000 5.0235 4.6089 Circular
5352o N53 N52 8.4000 7.1000 8.5223 7.2355 Natural
5352u N53 N52 7.4000 6.1000 8.5223 7.2355 Circular
5238o N52 N38 7.1000 6.0000 7.2355 6.1567 Natural
5238u N52 N38 6.1000 5.0000 7.2355 6.1567 Circular
3851o N38 N51B 6.3000 5.0000 6.1567 5.0235 Natural
3851u N38 N51B 5.0000 3.8000 6.1567 5.0235 Circular
5049u N50B N49B 5.7000 5.0000 5.9188 5.2206 Circular
4948u N49B N48 4.0000 3.6000 5.2206 4.6089 Circular
4845o N48 N45 4.6000 3.5000 4.6089 3.6223 Natural
4845u N48 N45 3.6000 2.5000 4.6089 3.6223 Circular
4746o N47 N46 4.6000 4.0000 4.6662 4.0851 Natural
4746u N47 N46 3.6000 3.0000 4.6662 4.0851 Circular
4645o N46 N45 4.0000 3.5000 4.0851 3.6223 Natural
4645u N46 N45 3.0000 2.5000 4.0851 3.6223 Circular
4140o N41 N40 7.6000 6.6000 7.6740 6.7065 Natural
4140u N41 N40 6.6000 5.6000 7.6740 6.7065 Circular
4038o N40 N38 6.6000 6.0000 6.7065 6.1567 Natural
4038u N40 N38 5.6000 5.0000 6.7065 6.1567 Circular
3938o N39 N38 7.0000 6.0000 7.0298 6.1567 Natural
3938u N39 N38 6.0000 5.0000 7.0298 6.1567 Circular
3836o N38 N36 6.0000 5.5200 6.1567 5.7858 Natural
3836u N38 N36 5.0000 4.4700 6.1567 5.7858 Circular
3635o N36 N35 5.6000 5.4500 5.7858 5.6357 Natural
3635u N36 N35 4.4700 4.0000 5.7858 5.1258 Circular
3533o N35 N33 4.8600 4.6800 5.1258 4.9405 Rectangle
3533u N35 N33 4.0000 3.9000 5.1258 4.1910 Rectangle
2217o N22 N17 3.4000 2.9500 3.6532 3.2105 Natural
2217u N22 N17 1.8600 1.7500 3.6532 3.2105 Circular
2019o N20 N19 7.0000 6.0000 7.0376 6.0937 Natural
2019u N20 N19 6.0000 4.5000 7.0376 6.0937 Circular
1918o N19 N18 6.0000 3.0000 6.0937 3.2524 Natural
1918u N19 N18 4.5000 1.9000 6.0937 3.2524 Circular
1817o N18 N17 3.0000 2.9500 3.2524 3.2105 Natural
1817u N18 N17 1.9000 1.7500 3.2524 3.2105 Circular
1009o N10 N9 4.6000 3.5000 4.6221 3.5298 Natural
1009u N10 N9 3.6000 2.5000 4.6221 3.5298 Circular
0706o N7 N6 5.0000 4.5000 5.0388 4.5772 Natural
0706u N7 N6 4.0000 3.5000 5.0388 4.5772 Circular
0604o N6 N4 4.5000 2.8000 4.5772 2.8788 Natural
0604u N6 N4 3.5000 1.7000 4.5772 2.8788 Circular
0504o N5 N4 4.3000 2.8000 4.3313 2.8788 Natural
0504u N5 N4 3.3000 1.7000 4.3313 2.8788 Circular
0403o N4 N3 2.8000 2.0000 2.8788 2.0704 Natural
0403u N4 N3 1.7000 1.1000 2.8788 2.0653 Circular
0302o N3 N2 1.8200 1.8100 2.0653 2.0304 Natural
0302u N3 N2 1.1000 1.0500 2.0653 2.0304 Rectangle
14b14ao N14B N14A 2.9900 2.5000 3.1191 2.9424 Natural
14b14au N14B N14A 1.8000 1.6000 3.1191 2.9424 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 -1.6454 -0.3676 0.0115 0.1151 0.0000 -1.5302 447.5634 0
N53 -1.2492 -0.1328 0.0088 0.1303 0.0000 -1.1189 940.6090 0
N52 0.7027 0.0628 0.0049 0.0590 0.0000 0.7617 1119.0167 0
N38 -6.6687 -0.1857 0.0468 0.8161 0.0000 -5.8526 3591.1359 0
N51B -0.7459 -0.0949 0.0052 0.1224 0.0000 -0.6235 786.0426 0
N48 -1.6892 -0.1983 0.0119 0.1197 0.0000 -1.5695 851.7143 0
N50B -0.0659 -0.0165 0.0005 1.0119 0.0000 0.9460 398.8508 0
N49B -0.5394 -0.0864 0.0038 0.0220 0.0000 -0.5174 624.1778 0
N47 -4.0315 -0.4590 0.0283 0.0331 0.0000 -3.9984 878.3175 0
N46 -4.8752 -0.4514 0.0342 0.0951 0.0000 -4.7802 1080.0114 0
N45 12.2721 0.4659 0.0861 0.5151 0.0000 12.7872 2633.7855 0
N43 -0.1370 -0.0313 0.0010 0.0245 0.0000 -0.1125 438.2731 0
N42 -0.7461 -0.0885 0.0052 0.0459 0.0000 -0.7002 842.7369 0
N41 -0.5416 -0.0642 0.0038 0.0435 0.0000 -0.4981 844.0429 0
N44 -2.3506 -0.3984 0.0165 0.0271 0.0000 -2.3235 590.0706 0
N40 -16.4736 -1.0235 0.1156 0.1251 0.0000 -16.3484 1609.4004 0
N39 -0.7678 -0.2506 0.0054 0.0200 0.0000 -0.7477 306.3418 0
N37 -1.1668 -0.2492 0.0082 0.0351 0.0000 -1.1318 468.1321 0
N36 -5.7800 -0.1020 0.0406 1.4494 0.0000 -4.3306 5663.5469 0
N35 9.0359 0.1595 0.0634 289.3269 0.0000 298.3628 5520.3487 0
N34 -6.6034 -0.3254 0.0464 0.5003 0.0000 -6.1031 2028.9229 0
N33 -6.3857 -0.1994 0.0448 6.0116 0.0000 -0.3741 3198.8954 0
N31 1.9534 0.2805 0.0137 0.1492 0.0000 2.1026 696.2095 0
N30 -8.9705 -0.2521 0.0630 0.4345 0.0000 -8.5359 3558.5554 0
N29 -3.1437 -0.1342 0.0221 0.5533 0.0000 -2.5904 2342.0676 0
N28 -1.5748 -0.1955 0.0111 0.0494 0.0000 -1.5254 805.4558 0
N27 -2.1885 -0.0979 0.0154 0.9355 0.0000 -1.2529 2234.7927 0
N26 -8.4700 -0.8518 0.0595 1.2162 0.0000 -7.2538 993.7493 0
N25 1.6854 0.1230 0.0118 0.1310 0.0000 1.8163 1369.6874 0
N24 -5.2383 -0.1511 0.0368 0.3178 0.0000 -4.9205 3466.7523 0
N23 1.6070 0.1280 0.0113 0.1201 0.0000 1.7270 1255.5991 0
N22 -10.7566 -0.1490 0.0755 0.4785 0.0000 -10.2780 7218.4528 0
N21 1.3254 0.1892 0.0093 1.0229 0.0000 2.3483 700.0569 0
N20 -3.4114 -0.1553 0.0239 0.0780 0.0000 -3.3334 2196.0322 0
N19 -10.9744 -0.2770 0.0770 0.5959 0.0000 -10.3785 3961.8524 0
N18 27.4741 0.5457 0.1929 0.6847 0.0000 28.1588 5034.3750 0
N17 -4.6236 -0.0350 0.0325 1.0024 0.0000 -3.6212 13222.7930 0
N16 -3.6352 -0.0343 0.0255 2.4033 0.0000 -1.2319 10591.4418 0
N15 -1.0127 -0.0109 0.0071 4.8594 0.0000 3.8467 9254.8290 0
N14B -16.7728 -0.3821 0.1177 0.2646 0.0000 -16.5082 4389.7957 0
N14A 0.1653 0.0016 0.0012 7.2467 0.0500 7.3620 10172.8363 0
N13 -13.9769 -0.1373 0.0981 0.5436 0.0000 -13.4333 10177.7673 0
N12 65.2774 0.6388 0.4582 0.2032 0.0000 65.4806 10219.3261 0
N11 21.7332 0.1789 0.1526 1.3344 0.0000 23.0676 12147.4070 0
N10 -0.3388 -0.0469 0.0024 0.0351 0.0000 -0.3037 722.4820 0
N9 -1.4310 -0.1976 0.0100 0.0808 0.0000 -1.3502 724.0692 0
N8 4.1570 0.3182 0.0292 0.1356 0.0000 4.2926 1306.2041 0
N7 -0.8911 -0.1361 0.0063 0.0359 0.0000 -0.8552 654.7107 0
N6 3.2247 0.1181 0.0226 0.1377 0.0000 3.3624 2729.9996 0
N5 -4.3424 -0.6195 0.0305 0.0638 0.0000 -4.2786 700.9230 0
N4 -3.5119 -0.0608 0.0247 0.3337 0.0000 -3.1782 5772.1115 0
N3 -36.8707 -0.2056 0.2588 2.9546 0.0000 -33.9161 17931.1197 0
N2 -9.5285 -0.0341 0.0669 5.7532 0.0000 -3.7753 27907.3896 0
N1 -1.9572 -0.0070 0.0137 0.9313 0.0000 -1.0259 27907.3292 0
N50 1.9517 1.8175 0.0137 0.0003 0.0000 1.9519 107.3797 0
N49 1.9276 0.9889 0.0135 0.0004 0.0000 1.9279 194.9132 0
N51 1.7564 0.4846 0.0123 0.0003 0.0000 1.7567 362.3999 0
The total continuity error was -59.835 cubic meters
The remaining total volume was 335.74 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 223.0109 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N53 0.0000 0.0000 245.2143 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N52 0.0000 0.0000 89.0684 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N38 0.0000 0.0000 267.1865 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N51B 0.0000 0.0000 161.2056 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N50B 0.0000 0.0000 199.8997 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N49B 0.0000 0.0000 167.5969 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N47 0.0000 0.0000 384.4661 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N45 0.0000 0.0000 354.2608 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N43 0.0000 0.0000 219.0622 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N42 0.0000 0.0000 201.7588 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N44 0.0000 0.0000 294.4999 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N40 0.0000 0.0000 78.7042 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N39 0.0000 0.0000 152.7896 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N37 0.0000 0.0000 233.4834 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N36 0.0000 0.0000 291.6138 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N35 0.0000 0.0000 75.6590 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N31 0.0000 0.0000 349.1541 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N30 0.0000 0.0000 255.7535 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N29 0.0000 0.0000 669.3700 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N28 0.0000 0.0000 401.9231 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N27 0.0000 0.0000 713.2254 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N26 0.0000 0.0000 61.0632 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N23 0.0000 0.0000 628.7214 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N22 0.0000 0.0000 224.3482 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N21 0.0000 0.0000 351.1767 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N20 0.0000 0.0000 1096.3372 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N19 0.0000 0.0000 876.1044 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N18 0.0000 0.0000 545.3200 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N17 0.0000 0.0000 144.2674 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N11 0.0000 0.0000 838.8634 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N10 0.0000 0.0000 361.0732 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N8 0.0000 0.0000 339.7201 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N7 0.0000 0.0000 326.9262 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N6 0.0000 0.0000 1038.8960 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N5 0.0000 0.0000 348.3268 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N4 0.0000 0.0000 688.0596 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N2 0.0000 0.0000 346.2014 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 13953.7417 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 0.1798 0.0000
N53 0.0000 0.0000 0.0000 1.1223 0.0000
N52 0.0000 0.0000 0.0000 1.1355 0.0000
N38 0.0000 0.0000 0.0000 1.1567 0.0000
N51B 0.0000 0.0000 0.0000 1.2235 0.0000
N48 0.0000 0.0000 0.0000 1.0089 0.0000
N50B 0.0000 0.0000 0.0000 1.2188 0.0000
N49B 0.0000 0.0000 0.0000 1.2206 0.0000
N47 0.0000 0.0000 0.0000 1.0662 0.0000
N46 0.0000 0.0000 0.0000 1.0851 0.0000
N45 0.0000 0.0000 0.0000 1.1223 0.0000
N43 0.0000 0.0000 0.0000 0.0842 0.0000
N42 0.0000 0.0000 0.0000 0.1133 0.0000
N41 0.0000 0.0000 0.0000 1.0740 0.0000
N44 0.0000 0.0000 0.0000 0.0977 0.0000
N40 0.0000 0.0000 0.0000 1.1065 0.0000
N39 0.0000 0.0000 0.0000 1.0298 0.0000
N37 0.0000 0.0000 0.0000 0.0725 0.0000
N36 0.0000 0.0000 0.0000 1.3158 0.0000
N35 0.0000 0.0000 0.0000 517.3676 0.0000
N34 0.0000 0.0000 0.0000 0.7295 0.0000
N33 0.0000 0.0000 0.0000 1.5910 0.0000
N31 0.0000 0.0000 0.0000 0.0267 0.0000
N30 0.0000 0.0000 0.0000 1.6165 0.0000
N29 0.0000 0.0000 0.0000 0.1570 0.0000
N28 0.0000 0.0000 0.0000 0.0877 0.0000
N27 0.0000 0.0000 0.0000 1.3915 0.0000
N26 0.0000 0.0000 0.0000 0.2438 0.0000
N25 33.7292 0.0000 0.0000 0.8465 0.0000
N24 34.6528 0.0000 0.0000 1.6038 0.0000
N23 0.0000 0.0000 0.0000 0.1335 0.0000
N22 0.0000 0.0000 0.0000 1.7932 0.0000
N21 0.0000 0.0000 0.0000 1.2106 0.0000
N20 0.0000 0.0000 0.0000 1.0376 0.0000
N19 0.0000 0.0000 0.0000 1.5937 0.0000
N18 0.0000 0.0000 0.0000 1.3524 0.0000
N17 0.0000 0.0000 0.0000 1.4605 0.0000
N16 43.5625 0.0000 0.0000 1.8719 0.0000
N15 44.7847 0.0000 0.0000 1.3236 0.0000
N14B 0.0000 0.0000 0.0000 1.3191 0.0000
N14A 0.0000 0.0000 0.0000 1.3424 0.0000
N13 0.0000 0.0000 0.0000 0.8684 0.0000
N12 0.0000 0.0000 0.0000 0.9230 0.0000
N11 0.0000 0.0000 0.0000 1.0567 0.0000
N10 0.0000 0.0000 0.0000 1.0221 0.0000
N9 0.0000 0.0000 0.0000 1.0298 0.0000
N8 0.0000 0.0000 0.0000 1.0538 0.0000
N7 0.0000 0.0000 0.0000 1.0388 0.0000
N6 0.0000 0.0000 0.0000 1.0772 0.0000
N5 0.0000 0.0000 0.0000 1.0313 0.0000
N4 0.0000 0.0000 0.0000 1.1788 0.0000
N3 0.0000 0.0000 0.0000 0.9653 0.0000
N2 0.0000 0.0000 0.0000 0.9804 0.0000
N1 0.0000 0.0000 0.0000 0.9801 0.0000
N50 0.0000 0.0000 0.0000 0.0243 0.0000
N49 0.0000 0.0000 0.0000 0.0295 0.0000
N51 0.0000 0.0000 0.0000 0.0270 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 0.024 percent
The Junction with the largest average change was.N16 with 0.105 percent
The Conduit with the largest sinuosity was.......1502 with 4.592
*===================================================================*
| 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 223.0326 0.0310
N53 245.2401 0.0341
N52 89.0825 0.0124
N38 267.2124 0.0371
N51B 161.2319 0.0224
N50B 199.9312 0.0278
N49B 167.6252 0.0233
N47 384.5078 0.0534
N45 354.3008 0.0492
N43 219.0856 0.0304
N42 201.7905 0.0280
N44 294.5405 0.0409
N40 78.7162 0.0109
N39 152.8118 0.0212
N37 233.5156 0.0324
N36 291.6536 0.0405
N35 75.6732 0.0105
N31 349.2027 0.0485
N30 255.7925 0.0355
N29 669.4515 0.0930
N28 401.9781 0.0558
N27 713.3041 0.0991
N26 61.0687 0.0085
N23 628.8267 0.0873
N22 224.3726 0.0312
N21 351.2258 0.0488
N20 1096.4081 0.1523
N19 876.1945 0.1217
N18 545.3688 0.0757
N17 144.2843 0.0200
N11 838.9354 0.1165
N10 361.1164 0.0502
N8 339.7587 0.0472
N7 326.9629 0.0454
N6 1038.9845 0.1443
N5 348.3676 0.0484
N4 688.1369 0.0956
N2 346.2328 0.0481
N1 -13953.7417 -1.9380
Outflow Outflow Average
Junction Volume m^3 Outflow, cms
--------------- ------------ ------------
N1 13953.7417 1.9380
*=====================================================*
| Initial system volume = 0.0500 Cu M |
| Total system inflow volume = 14244.3114 Cu M |
| Inflow + Initial volume = 14244.3614 Cu M |
*=====================================================*
| Total system outflow = 13953.7417 Cu M |
| Volume left in system = 335.7366 Cu M |
| Evaporation = 0.0000 Cu M |
| Outflow + Final Volume = 14289.4782 Cu M |
*=====================================================*
*===============================================*
| Total Model Continuity Error |
| Error in Continuity, Percent = -0.3167 |
| Error in Continuity, m^3 = -45.117 |
| + Error means a continuity loss, - a gain |
*===============================================*
###################################################
# Table E22. Numerical Model judgement section #
###################################################
Your overall error was -0.3167 percent
Worst nodal error was in node N12 with 0.6388 percent
Of the total inflow this loss was 0.4583 percent
Your overall continuity error was Excellent
Excellent Efficiency
Efficiency of the simulation 1.45
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\m100y1hr.out
*==============================================================*
| SWMM Simulation Date and Time Summary |
*==============================================================*
| Starting Date... October 12, 2017 Time... 15:37:23:53 |
| Ending Date... October 12, 2017 Time... 15:37:36:10 |
| Elapsed Time... 0.20950 minutes or 12.57000 seconds |
*==============================================================*
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