Original source · versioned page text
m100y25m.out
From the archive XPXtrm.zip, inside Further information re: stormwater modelling - REC17/0011. File date in the archive: 2017-10-12 15:34.
1.8600 1.6000 2.7361 2.9552 Natural
1312 N13 N12 1.8600 1.6800 2.7361 2.6095 Natural
1211 N12 N11 1.6800 1.3400 2.6095 2.3968 Natural
1103 N11 N3 1.3400 1.1000 2.3968 2.0579 Natural
0912 N9 N12 3.5000 2.0000 3.5339 2.6095 Natural
0908 N9 N8 2.5000 2.0000 3.5339 3.0574 Circular
0811 N8 N11 3.0000 2.0000 3.0574 2.3968 Natural
0804 N8 N4 2.0000 1.7000 3.0574 2.8878 Circular
0201 N2 N1 1.0500 0.9300 2.0214 1.9039 Natural
50b50 N50B N50 5.9000 5.7000 5.9199 5.7260 Natural
49b40 N49B N49 5.2000 5.0000 5.2215 5.0310 Natural
51b50 N51B N51 5.0000 4.8000 5.0243 4.8280 Natural
L610 N33 N14A 2.6000 1.6000 4.6892 2.9552 Circular
51b48 N51B N48 3.8000 3.6000 5.0243 4.6090 Circular
5352o N53 N52 8.4000 7.1000 8.5302 7.2456 Natural
5352u N53 N52 7.4000 6.1000 8.5302 7.2456 Circular
5238o N52 N38 7.1000 6.0000 7.2456 6.1646 Natural
5238u N52 N38 6.1000 5.0000 7.2456 6.1646 Circular
3851o N38 N51B 6.3000 5.0000 6.1646 5.0243 Natural
3851u N38 N51B 5.0000 3.8000 6.1646 5.0243 Circular
5049u N50B N49B 5.7000 5.0000 5.9199 5.2215 Circular
4948u N49B N48 4.0000 3.6000 5.2215 4.6090 Circular
4845o N48 N45 4.6000 3.5000 4.6090 3.6310 Natural
4845u N48 N45 3.6000 2.5000 4.6090 3.6310 Circular
4746o N47 N46 4.6000 4.0000 4.6743 4.0946 Natural
4746u N47 N46 3.6000 3.0000 4.6743 4.0946 Circular
4645o N46 N45 4.0000 3.5000 4.0946 3.6310 Natural
4645u N46 N45 3.0000 2.5000 4.0946 3.6310 Circular
4140o N41 N40 7.6000 6.6000 7.6808 6.7098 Natural
4140u N41 N40 6.6000 5.6000 7.6808 6.7098 Circular
4038o N40 N38 6.6000 6.0000 6.7098 6.1646 Natural
4038u N40 N38 5.6000 5.0000 6.7098 6.1646 Circular
3938o N39 N38 7.0000 6.0000 7.0314 6.1646 Natural
3938u N39 N38 6.0000 5.0000 7.0314 6.1646 Circular
3836o N38 N36 6.0000 5.5200 6.1646 5.7983 Natural
3836u N38 N36 5.0000 4.4700 6.1646 5.7983 Circular
3635o N36 N35 5.6000 5.4500 5.7983 5.6482 Natural
3635u N36 N35 4.4700 4.0000 5.7983 5.1365 Circular
3533o N35 N33 4.8600 4.6800 5.1365 4.9510 Rectangle
3533u N35 N33 4.0000 3.9000 5.1365 4.6894 Rectangle
2217o N22 N17 3.4000 2.9500 3.6609 3.2183 Natural
2217u N22 N17 1.8600 1.7500 3.6609 3.2183 Circular
2019o N20 N19 7.0000 6.0000 7.0406 6.1061 Natural
2019u N20 N19 6.0000 4.5000 7.0406 6.1061 Circular
1918o N19 N18 6.0000 3.0000 6.1061 3.2571 Natural
1918u N19 N18 4.5000 1.9000 6.1061 3.2571 Circular
1817o N18 N17 3.0000 2.9500 3.2571 3.2183 Natural
1817u N18 N17 1.9000 1.7500 3.2571 3.2183 Circular
1009o N10 N9 4.6000 3.5000 4.6262 3.5339 Natural
1009u N10 N9 3.6000 2.5000 4.6262 3.5339 Circular
0706o N7 N6 5.0000 4.5000 5.0418 4.5830 Natural
0706u N7 N6 4.0000 3.5000 5.0418 4.5830 Circular
0604o N6 N4 4.5000 2.8000 4.5830 2.8878 Natural
0604u N6 N4 3.5000 1.7000 4.5830 2.8878 Circular
0504o N5 N4 4.3000 2.8000 4.3346 2.8878 Natural
0504u N5 N4 3.3000 1.7000 4.3346 2.8878 Circular
0403o N4 N3 2.8000 2.0000 2.8878 2.0805 Natural
0403u N4 N3 1.7000 1.1000 2.8878 2.0579 Circular
0302o N3 N2 1.8200 1.8100 2.0579 2.0213 Natural
0302u N3 N2 1.1000 1.0500 2.0579 2.0213 Rectangle
14b14ao N14B N14A 2.9900 2.5000 3.1222 2.9552 Natural
14b14au N14B N14A 1.8000 1.6000 3.1222 2.9552 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 -2.0210 -0.6674 0.0211 0.0605 0.0000 -1.9605 302.7740 0
N53 -0.9440 -0.1483 0.0099 0.0648 0.0000 -0.8792 636.4006 0
N52 1.2900 0.1707 0.0135 0.0353 0.0000 1.3253 755.5123 0
N38 -2.8579 -0.1185 0.0299 0.3451 0.0000 -2.5128 2412.5577 0
N51B -0.8858 -0.1747 0.0093 0.0657 0.0000 -0.8201 507.0885 0
N48 -1.8949 -0.3793 0.0198 0.0620 0.0000 -1.8328 499.5386 0
N50B 0.3062 0.1145 0.0032 1.0068 0.0000 1.3130 266.9762 0
N49B -0.3407 -0.0879 0.0036 0.0114 0.0000 -0.3293 387.6913 0
N47 -2.8481 -0.4616 0.0298 0.0201 0.0000 -2.8280 617.0706 0
N46 -2.8878 -0.3728 0.0302 0.0558 0.0000 -2.8320 774.5392 0
N45 17.5855 1.0121 0.1837 0.3908 0.0000 17.9763 1737.3564 0
N43 -0.1187 -0.0401 0.0012 0.0148 0.0000 -0.1039 295.6563 0
N42 -0.5391 -0.0950 0.0056 0.0268 0.0000 -0.5123 567.3403 0
N41 1.1557 0.2039 0.0121 0.0235 0.0000 1.1792 566.7555 0
N44 -4.5704 -1.1609 0.0477 0.0150 0.0000 -4.5554 393.6777 0
N40 -14.8497 -1.3789 0.1551 0.0702 0.0000 -14.7795 1076.9241 0
N39 -0.3490 -0.1697 0.0036 0.0106 0.0000 -0.3384 205.5757 0
N37 -1.6636 -0.5277 0.0174 0.0186 0.0000 -1.6450 315.2612 0
N36 -8.6515 -0.2105 0.0904 0.7804 0.0000 -7.8711 4109.7009 0
N35 -40.2700 -0.9722 0.4207 233.0084 0.0000 192.7384 4025.6207 0
N34 -5.4579 -0.3479 0.0570 0.5003 0.0000 -4.9577 1568.5971 0
N33 -6.7565 -0.2974 0.0706 5.5616 0.0000 -1.1949 2269.3422 0
N31 -12.6606 -2.6289 0.1323 0.0809 0.0000 -12.5797 481.5513 0
N30 -5.2446 -0.2041 0.0548 0.2997 0.0000 -4.9448 2569.5587 0
N29 -0.1186 -0.0069 0.0012 0.4523 0.0000 0.3337 1727.3896 0
N28 -1.8263 -0.3371 0.0191 0.0264 0.0000 -1.7999 541.7986 0
N27 -0.6614 -0.0440 0.0069 0.8063 0.0000 0.1449 1501.9622 0
N26 -14.2663 -1.7488 0.1490 1.0695 0.0000 -13.1968 815.2481 0
N25 3.8596 0.4961 0.0403 0.0741 0.0000 3.9337 777.8886 0
N24 -6.4742 -0.3102 0.0676 0.2139 0.0000 -6.2604 2086.6759 0
N23 2.5851 0.3070 0.0270 0.0661 0.0000 2.6511 841.9694 0
N22 -17.0399 -0.3532 0.1780 0.3056 0.0000 -16.7343 4824.6004 0
N21 1.3789 0.2933 0.0144 1.0126 0.0000 2.3915 469.6030 0
N20 1.1540 0.0785 0.0121 0.0470 0.0000 1.2010 1469.3928 0
N19 -7.4883 -0.2822 0.0782 0.3575 0.0000 -7.1308 2653.3020 0
N18 44.8677 1.3396 0.4687 0.4101 0.0000 45.2777 3349.1361 0
N17 2.5531 0.0290 0.0267 0.6989 0.0000 3.2519 8802.8538 0
N16 -2.8075 -0.0425 0.0293 2.0174 0.0000 -0.7901 6608.7007 0
N15 0.1158 0.0019 0.0012 4.1413 0.0000 4.2572 6049.9505 0
N14B -13.1351 -0.3844 0.1372 0.2311 0.0000 -12.9040 3417.2143 0
N14A 2.2830 0.0327 0.0238 6.6571 0.0500 8.8901 6982.6981 0
N13 -8.6517 -0.1239 0.0904 0.4339 0.0000 -8.2178 6981.8216 0
N12 108.0315 1.5458 1.1285 0.0883 0.0000 108.1198 6988.6643 0
N11 62.1633 0.7575 0.6494 0.8639 0.0000 63.0273 8206.0907 0
N10 -0.2082 -0.0429 0.0022 0.0198 0.0000 -0.1884 484.9599 0
N9 0.6295 0.1299 0.0066 0.0446 0.0000 0.6742 484.4133 0
N8 8.7671 1.0629 0.0916 0.0726 0.0000 8.8398 824.7758 0
N7 -1.0563 -0.2401 0.0110 0.0219 0.0000 -1.0344 439.9380 0
N6 4.0538 0.2214 0.0423 0.0798 0.0000 4.1336 1830.9525 0
N5 0.8185 0.1753 0.0085 0.0322 0.0000 0.8507 466.7591 0
N4 -3.4965 -0.0926 0.0365 0.1848 0.0000 -3.3117 3776.4922 0
N3 -21.5022 -0.1801 0.2246 2.2501 0.0000 -19.2521 11940.7232 0
N2 -3.5707 -0.0193 0.0373 4.8422 0.0000 1.2715 18469.9376 0
N1 -0.9453 -0.0051 0.0099 0.7787 0.0000 -0.1666 18468.9639 0
N50 3.1897 3.1870 0.0333 0.0003 0.0000 3.1900 100.0831 0
N49 3.0537 1.9712 0.0319 0.0004 0.0000 3.0540 154.9110 0
N51 4.9013 2.0845 0.0512 0.0003 0.0000 4.9016 235.1287 0
The total continuity error was 55.683 cubic meters
The remaining total volume was 270.83 cubic meters
Your mean node continuity error was Excellent
Your worst node continuity error was Great
*===================================================*
| 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 150.4141 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N53 0.0000 0.0000 165.4016 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N52 0.0000 0.0000 59.8151 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N38 0.0000 0.0000 179.4626 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N51B 0.0000 0.0000 108.2402 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N50B 0.0000 0.0000 134.1317 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N49B 0.0000 0.0000 112.5074 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N47 0.0000 0.0000 258.6651 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N45 0.0000 0.0000 238.3270 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N43 0.0000 0.0000 147.7631 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N42 0.0000 0.0000 135.4496 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N44 0.0000 0.0000 197.8315 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N40 0.0000 0.0000 52.8091 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N39 0.0000 0.0000 102.6101 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N37 0.0000 0.0000 156.7929 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N36 0.0000 0.0000 195.8714 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N35 0.0000 0.0000 50.7292 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N31 0.0000 0.0000 234.4724 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N30 0.0000 0.0000 171.7421 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N29 0.0000 0.0000 449.7428 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N28 0.0000 0.0000 269.9447 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N27 0.0000 0.0000 479.1411 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N26 0.0000 0.0000 41.0628 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N23 0.0000 0.0000 422.2839 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N22 0.0000 0.0000 151.3310 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N21 0.0000 0.0000 235.9534 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N20 0.0000 0.0000 735.2741 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N19 0.0000 0.0000 588.9457 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N18 0.0000 0.0000 366.9411 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N17 0.0000 0.0000 97.0569 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N11 0.0000 0.0000 565.0910 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N10 0.0000 0.0000 242.3731 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N8 0.0000 0.0000 228.0133 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N7 0.0000 0.0000 219.4341 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N6 0.0000 0.0000 697.0378 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N5 0.0000 0.0000 233.7982 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N4 0.0000 0.0000 461.7657 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N2 0.0000 0.0000 233.1914 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 9234.9009 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 0.1839 0.0000
N53 0.0000 0.0000 0.0000 1.1302 0.0000
N52 0.0000 0.0000 0.0000 1.1456 0.0000
N38 0.0000 0.0000 0.0000 1.1646 0.0000
N51B 0.0000 0.0000 0.0000 1.2243 0.0000
N48 0.0000 0.0000 0.0000 1.0090 0.0000
N50B 0.0000 0.0000 0.0000 1.2199 0.0000
N49B 0.0000 0.0000 0.0000 1.2215 0.0000
N47 0.0000 0.0000 0.0000 1.0743 0.0000
N46 0.0000 0.0000 0.0000 1.0946 0.0000
N45 0.0000 0.0000 0.0000 1.1310 0.0000
N43 0.0000 0.0000 0.0000 0.0867 0.0000
N42 0.0000 0.0000 0.0000 0.1162 0.0000
N41 0.0000 0.0000 0.0000 1.0808 0.0000
N44 0.0000 0.0000 0.0000 0.0998 0.0000
N40 0.0000 0.0000 0.0000 1.1098 0.0000
N39 0.0000 0.0000 0.0000 1.0314 0.0000
N37 0.0000 0.0000 0.0000 0.0748 0.0000
N36 0.0000 0.0000 0.0000 1.3283 0.0000
N35 0.0000 0.0000 0.0000 523.3470 0.0000
N34 0.0000 0.0000 0.0000 0.7481 0.0000
N33 0.0000 0.0000 0.0000 2.0894 0.0000
N31 0.0000 0.0000 0.0000 0.0280 0.0000
N30 0.0000 0.0000 0.0000 1.6314 0.0000
N29 0.0000 0.0000 0.0000 0.1659 0.0000
N28 0.0000 0.0000 0.0000 0.0902 0.0000
N27 0.0000 0.0000 0.0000 1.4031 0.0000
N26 0.0000 0.0000 0.0000 0.2556 0.0000
N25 21.7083 0.0000 0.0000 0.8518 0.0000
N24 22.9625 0.0000 0.0000 1.6116 0.0000
N23 0.0000 0.0000 0.0000 0.1413 0.0000
N22 0.0000 0.0000 0.0000 1.8009 0.0000
N21 0.0000 0.0000 0.0000 1.2185 0.0000
N20 0.0000 0.0000 0.0000 1.0407 0.0000
N19 0.0000 0.0000 0.0000 1.6061 0.0000
N18 0.0000 0.0000 0.0000 1.3571 0.0000
N17 0.0000 0.0000 0.0000 1.4683 0.0000
N16 26.2639 0.0000 0.0000 1.8781 0.0000
N15 26.5000 0.0000 0.0000 1.3215 0.0000
N14B 0.0000 0.0000 0.0000 1.3222 0.0000
N14A 0.0000 0.0000 0.0000 1.3552 0.0000
N13 0.0000 0.0000 0.0000 0.8761 0.0000
N12 0.0000 0.0000 0.0000 0.9295 0.0000
N11 0.0000 0.0000 0.0000 1.0568 0.0000
N10 0.0000 0.0000 0.0000 1.0262 0.0000
N9 0.0000 0.0000 0.0000 1.0339 0.0000
N8 0.0000 0.0000 0.0000 1.0574 0.0000
N7 0.0000 0.0000 0.0000 1.0418 0.0000
N6 0.0000 0.0000 0.0000 1.0830 0.0000
N5 0.0000 0.0000 0.0000 1.0346 0.0000
N4 0.0000 0.0000 0.0000 1.1878 0.0000
N3 0.0000 0.0000 0.0000 0.9579 0.0000
N2 0.0000 0.0000 0.0000 0.9714 0.0000
N1 0.0000 0.0000 0.0000 0.9739 0.0000
N50 0.0000 0.0000 0.0000 0.0260 0.0000
N49 0.0000 0.0000 0.0000 0.0310 0.0000
N51 0.0000 0.0000 0.0000 0.0280 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 0.017 percent
The Junction with the largest average change was.N33 with 0.087 percent
The Conduit with the largest sinuosity was.......51b48 with 4.619
*===================================================================*
| 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 150.4346 0.0209
N53 165.4263 0.0230
N52 59.8296 0.0083
N38 179.4877 0.0249
N51B 108.2675 0.0150
N50B 134.1637 0.0186
N49B 112.5367 0.0156
N47 258.7067 0.0359
N45 238.3669 0.0331
N43 147.7855 0.0205
N42 135.4821 0.0188
N44 197.8718 0.0275
N40 52.8215 0.0073
N39 102.6328 0.0143
N37 156.8253 0.0218
N36 195.9113 0.0272
N35 50.7445 0.0070
N31 234.5212 0.0326
N30 171.7819 0.0239
N29 449.8236 0.0625
N28 269.9997 0.0375
N27 479.2175 0.0666
N26 41.0680 0.0057
N23 422.3955 0.0587
N22 151.3545 0.0210
N21 236.0031 0.0328
N20 735.3389 0.1021
N19 589.0338 0.0818
N18 366.9878 0.0510
N17 97.0734 0.0135
N11 565.1594 0.0785
N10 242.4152 0.0337
N8 228.0504 0.0317
N7 219.4694 0.0305
N6 697.1198 0.0968
N5 233.8377 0.0325
N4 461.8398 0.0641
N2 233.2215 0.0324
N1 -9234.9009 -1.2826
Outflow Outflow Average
Junction Volume m^3 Outflow, cms
--------------- ------------ ------------
N1 9234.9009 1.2826
*=====================================================*
| Initial system volume = 0.0500 Cu M |
| Total system inflow volume = 9571.4182 Cu M |
| Inflow + Initial volume = 9571.4682 Cu M |
*=====================================================*
| Total system outflow = 9234.9009 Cu M |
| Volume left in system = 270.8301 Cu M |
| Evaporation = 0.0000 Cu M |
| Outflow + Final Volume = 9505.7310 Cu M |
*=====================================================*
*===============================================*
| Total Model Continuity Error |
| Error in Continuity, Percent = 0.5818 |
| Error in Continuity, m^3 = 55.683 |
| + Error means a continuity loss, - a gain |
*===============================================*
###################################################
# Table E22. Numerical Model judgement section #
###################################################
Your overall error was 0.5818 percent
Worst nodal error was in node N12 with 1.5458 percent
Of the total inflow this loss was 1.1287 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\m100y25m.out
*==============================================================*
| SWMM Simulation Date and Time Summary |
*==============================================================*
| Starting Date... October 12, 2017 Time... 15:34:45:75 |
| Ending Date... October 12, 2017 Time... 15:34:57:95 |
| Elapsed Time... 0.20333 minutes or 12.20000 seconds |
*==============================================================*
See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalSearchable page text hides email addresses. Original files are unchanged and may show email addresses.