Original source · versioned page text
m50y1hr.out
From the archive XPXtrm.zip, inside Further information re: stormwater modelling - REC17/0011. File date in the archive: 2017-10-12 15:29.
1.8600 1.6000 2.6897 2.8856 Natural
1312 N13 N12 1.8600 1.6800 2.6897 2.5373 Natural
1211 N12 N11 1.6800 1.3400 2.5373 2.3458 Natural
1103 N11 N3 1.3400 1.1000 2.3458 2.0204 Natural
0912 N9 N12 3.5000 2.0000 3.5249 2.5373 Natural
0908 N9 N8 2.5000 2.0000 3.5249 3.0493 Circular
0811 N8 N11 3.0000 2.0000 3.0493 2.3458 Natural
0804 N8 N4 2.0000 1.7000 3.0493 2.8640 Circular
0201 N2 N1 1.0500 0.9300 1.9794 1.8594 Natural
50b50 N50B N50 5.9000 5.7000 5.9169 5.7217 Natural
49b40 N49B N49 5.2000 5.0000 5.2192 5.0274 Natural
51b50 N51B N51 5.0000 4.8000 5.0222 4.8254 Natural
L610 N33 N14A 2.6000 1.6000 3.9705 2.8856 Circular
51b48 N51B N48 3.8000 3.6000 5.0222 4.6086 Circular
5352o N53 N52 8.4000 7.1000 8.5126 7.2234 Natural
5352u N53 N52 7.4000 6.1000 8.5126 7.2234 Circular
5238o N52 N38 7.1000 6.0000 7.2234 6.1432 Natural
5238u N52 N38 6.1000 5.0000 7.2234 6.1432 Circular
3851o N38 N51B 6.3000 5.0000 6.1432 5.0222 Natural
3851u N38 N51B 5.0000 3.8000 6.1432 5.0222 Circular
5049u N50B N49B 5.7000 5.0000 5.9169 5.2192 Circular
4948u N49B N48 4.0000 3.6000 5.2192 4.6086 Circular
4845o N48 N45 4.6000 3.5000 4.6086 3.6130 Natural
4845u N48 N45 3.6000 2.5000 4.6086 3.6130 Circular
4746o N47 N46 4.6000 4.0000 4.6525 4.0721 Natural
4746u N47 N46 3.6000 3.0000 4.6525 4.0721 Circular
4645o N46 N45 4.0000 3.5000 4.0721 3.6130 Natural
4645u N46 N45 3.0000 2.5000 4.0721 3.6130 Circular
4140o N41 N40 7.6000 6.6000 7.6633 6.6960 Natural
4140u N41 N40 6.6000 5.6000 7.6633 6.6960 Circular
4038o N40 N38 6.6000 6.0000 6.6960 6.1432 Natural
4038u N40 N38 5.6000 5.0000 6.6960 6.1432 Circular
3938o N39 N38 7.0000 6.0000 7.0274 6.1432 Natural
3938u N39 N38 6.0000 5.0000 7.0274 6.1432 Circular
3836o N38 N36 6.0000 5.5200 6.1432 5.7689 Natural
3836u N38 N36 5.0000 4.4700 6.1432 5.7689 Circular
3635o N36 N35 5.6000 5.4500 5.7689 5.6188 Natural
3635u N36 N35 4.4700 4.0000 5.7689 5.1112 Circular
3533o N35 N33 4.8600 4.6800 5.1112 4.9260 Rectangle
3533u N35 N33 4.0000 3.9000 5.1112 4.0000 Rectangle
2217o N22 N17 3.4000 2.9500 3.6307 3.1789 Natural
2217u N22 N17 1.8600 1.7500 3.6307 3.1778 Circular
2019o N20 N19 7.0000 6.0000 7.0327 6.0743 Natural
2019u N20 N19 6.0000 4.5000 7.0327 6.0743 Circular
1918o N19 N18 6.0000 3.0000 6.0743 3.2355 Natural
1918u N19 N18 4.5000 1.9000 6.0743 3.2355 Circular
1817o N18 N17 3.0000 2.9500 3.2355 3.1778 Natural
1817u N18 N17 1.9000 1.7500 3.2355 3.1778 Circular
1009o N10 N9 4.6000 3.5000 4.6160 3.5249 Natural
1009u N10 N9 3.6000 2.5000 4.6160 3.5249 Circular
0706o N7 N6 5.0000 4.5000 5.0347 4.5695 Natural
0706u N7 N6 4.0000 3.5000 5.0347 4.5695 Circular
0604o N6 N4 4.5000 2.8000 4.5695 2.8692 Natural
0604u N6 N4 3.5000 1.7000 4.5695 2.8640 Circular
0504o N5 N4 4.3000 2.8000 4.3269 2.8640 Natural
0504u N5 N4 3.3000 1.7000 4.3269 2.8640 Circular
0403o N4 N3 2.8000 2.0000 2.8640 2.0547 Natural
0403u N4 N3 1.7000 1.1000 2.8640 2.0204 Circular
0302o N3 N2 1.8200 1.8100 2.0204 1.9794 Natural
0302u N3 N2 1.1000 1.0500 2.0204 1.9794 Rectangle
14b14ao N14B N14A 2.9900 2.5000 3.1060 2.8856 Natural
14b14au N14B N14A 1.8000 1.6000 3.1060 2.8856 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 -1.6681 -0.4144 0.0130 0.1135 0.0000 -1.5545 402.4794 0
N53 -1.2981 -0.1534 0.0101 0.1284 0.0000 -1.1697 846.0231 0
N52 0.7016 0.0697 0.0055 0.0582 0.0000 0.7598 1006.6254 0
N38 -7.1973 -0.2222 0.0562 0.8023 0.0000 -6.3950 3238.5617 0
N51B -0.7714 -0.1039 0.0060 0.1210 0.0000 -0.6504 742.5256 0
N48 -1.2589 -0.1512 0.0098 0.1183 0.0000 -1.1405 832.2893 0
N50B 0.0427 0.0119 0.0003 1.0118 0.0000 1.0546 358.7187 0
N49B -0.5113 -0.0885 0.0040 0.0218 0.0000 -0.4895 577.4468 0
N47 -2.6051 -0.3373 0.0203 0.0327 0.0000 -2.5724 772.3204 0
N46 -3.8689 -0.4116 0.0302 0.0938 0.0000 -3.7751 940.0255 0
N45 10.9017 0.4536 0.0851 0.5114 0.0000 11.4131 2402.8803 0
N43 -0.1380 -0.0350 0.0011 0.0243 0.0000 -0.1137 393.9794 0
N42 -0.7248 -0.0956 0.0057 0.0455 0.0000 -0.6794 757.9406 0
N41 -0.5384 -0.0709 0.0042 0.0430 0.0000 -0.4955 759.1719 0
N44 -2.1149 -0.3975 0.0165 0.0269 0.0000 -2.0880 532.0712 0
N40 -16.9039 -1.1639 0.1319 0.1237 0.0000 -16.7802 1452.2517 0
N39 -0.8701 -0.3154 0.0068 0.0198 0.0000 -0.8502 275.8222 0
N37 -1.1833 -0.2808 0.0092 0.0347 0.0000 -1.1486 421.4038 0
N36 -5.1749 -0.1066 0.0404 1.4302 0.0000 -3.7448 4854.0606 0
N35 17.4481 0.3611 0.1361 287.7147 0.0000 305.1628 4688.3846 0
N34 -6.4521 -0.4367 0.0503 0.5003 0.0000 -5.9518 1477.1332 0
N33 -5.9820 -0.2053 0.0467 6.0021 0.0000 0.0201 2911.3203 0
N31 2.3396 0.3737 0.0183 0.1478 0.0000 2.4874 625.9246 0
N30 -6.9124 -0.2220 0.0539 0.4287 0.0000 -6.4837 3113.1449 0
N29 -3.5035 -0.1734 0.0273 0.5444 0.0000 -2.9591 2020.2580 0
N28 -1.4619 -0.2017 0.0114 0.0489 0.0000 -1.4130 724.8098 0
N27 -2.2806 -0.1134 0.0178 0.9254 0.0000 -1.3551 2011.1932 0
N26 -8.2912 -1.0282 0.0647 1.2011 0.0000 -7.0901 805.7596 0
N25 1.3937 0.1054 0.0109 0.1294 0.0000 1.5231 1321.9839 0
N24 -5.4449 -0.1633 0.0425 0.3135 0.0000 -5.1314 3335.1242 0
N23 5.5429 0.4924 0.0432 0.1194 0.0000 5.6624 1125.5548 0
N22 -15.1758 -0.2386 0.1184 0.4728 0.0000 -14.7030 6360.5894 0
N21 1.5361 0.2438 0.0120 1.0227 0.0000 2.5588 629.4945 0
N20 -2.1591 -0.1093 0.0168 0.0768 0.0000 -2.0824 1975.0817 0
N19 -8.0638 -0.2264 0.0629 0.5858 0.0000 -7.4780 3560.7652 0
N18 27.0590 0.5985 0.2111 0.6734 0.0000 27.7323 4520.8470 0
N17 -1.9699 -0.0168 0.0154 0.9917 0.0000 -0.9782 11754.1326 0
N16 -3.8589 -0.0379 0.0301 2.3906 0.0000 -1.4683 10191.2451 0
N15 -1.0001 -0.0111 0.0078 4.8351 0.0000 3.8350 9024.1979 0
N14B -11.9327 -0.3905 0.0931 0.2637 0.0000 -11.6689 3055.5584 0
N14A -0.5722 -0.0068 0.0045 7.2326 0.0500 6.6104 8366.9664 0
N13 -11.5682 -0.1382 0.0903 0.5385 0.0000 -11.0297 8370.2668 0
N12 64.8440 0.7746 0.5059 0.1986 0.0000 65.0427 8371.2636 0
N11 34.4730 0.3442 0.2690 1.3173 0.0000 35.7903 10014.2521 0
N10 -0.6737 -0.1035 0.0053 0.0280 0.0000 -0.6458 650.6856 0
N9 -0.9533 -0.1462 0.0074 0.0758 0.0000 -0.8775 652.1508 0
N8 1.1796 0.0977 0.0092 0.1336 0.0000 1.3132 1207.5450 0
N7 -2.3582 -0.3991 0.0184 0.0355 0.0000 -2.3227 590.8568 0
N6 -1.2435 -0.0505 0.0097 0.1358 0.0000 -1.1077 2464.5304 0
N5 -0.5478 -0.0873 0.0043 0.0627 0.0000 -0.4850 627.6143 0
N4 -1.8491 -0.0349 0.0144 0.3288 0.0000 -1.5203 5302.9368 0
N3 -33.1367 -0.2164 0.2585 2.9301 0.0000 -30.2066 15311.1317 0
N2 -7.2636 -0.0291 0.0567 5.7220 0.0000 -1.5415 24983.6225 0
N1 -1.6513 -0.0066 0.0129 0.9260 0.0000 -0.7253 24985.4154 0
N50 1.8760 2.3380 0.0146 0.0003 0.0000 1.8762 80.2362 0
N49 2.2631 1.3826 0.0177 0.0004 0.0000 2.2634 163.6830 0
N51 1.3207 0.4095 0.0103 0.0003 0.0000 1.3210 322.4863 0
The total continuity error was -20.212 cubic meters
The remaining total volume was 333.82 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 200.4587 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N53 0.0000 0.0000 220.4191 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N52 0.0000 0.0000 80.1280 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N38 0.0000 0.0000 240.4077 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N51B 0.0000 0.0000 145.0217 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N50B 0.0000 0.0000 179.8946 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N49B 0.0000 0.0000 150.7679 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N47 0.0000 0.0000 345.6966 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N45 0.0000 0.0000 318.5455 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N43 0.0000 0.0000 196.9128 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N42 0.0000 0.0000 181.5415 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N44 0.0000 0.0000 264.9670 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N40 0.0000 0.0000 70.8318 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N39 0.0000 0.0000 137.4792 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N37 0.0000 0.0000 210.1078 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N36 0.0000 0.0000 262.3979 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N35 0.0000 0.0000 68.0823 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N31 0.0000 0.0000 314.1931 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N30 0.0000 0.0000 230.1164 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N29 0.0000 0.0000 602.3137 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N28 0.0000 0.0000 361.6579 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N27 0.0000 0.0000 641.7911 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N26 0.0000 0.0000 54.9283 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N23 0.0000 0.0000 565.6547 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N22 0.0000 0.0000 201.6642 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N21 0.0000 0.0000 315.9985 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N20 0.0000 0.0000 986.4825 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N19 0.0000 0.0000 788.1157 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N18 0.0000 0.0000 490.3357 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N17 0.0000 0.0000 129.7406 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N11 0.0000 0.0000 753.9918 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N10 0.0000 0.0000 325.0044 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N8 0.0000 0.0000 305.7923 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N7 0.0000 0.0000 294.2741 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N6 0.0000 0.0000 935.0778 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N5 0.0000 0.0000 313.5387 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N4 0.0000 0.0000 619.3626 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N2 0.0000 0.0000 311.1968 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 12493.5100 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 0.1737 0.0000
N53 0.0000 0.0000 0.0000 1.1126 0.0000
N52 0.0000 0.0000 0.0000 1.1234 0.0000
N38 0.0000 0.0000 0.0000 1.1432 0.0000
N51B 0.0000 0.0000 0.0000 1.2222 0.0000
N48 0.0000 0.0000 0.0000 1.0086 0.0000
N50B 0.0000 0.0000 0.0000 1.2169 0.0000
N49B 0.0000 0.0000 0.0000 1.2192 0.0000
N47 0.0000 0.0000 0.0000 1.0525 0.0000
N46 0.0000 0.0000 0.0000 1.0721 0.0000
N45 0.0000 0.0000 0.0000 1.1130 0.0000
N43 0.0000 0.0000 0.0000 0.0809 0.0000
N42 0.0000 0.0000 0.0000 0.1089 0.0000
N41 0.0000 0.0000 0.0000 1.0633 0.0000
N44 0.0000 0.0000 0.0000 0.0941 0.0000
N40 0.0000 0.0000 0.0000 1.0960 0.0000
N39 0.0000 0.0000 0.0000 1.0274 0.0000
N37 0.0000 0.0000 0.0000 0.0695 0.0000
N36 0.0000 0.0000 0.0000 1.2989 0.0000
N35 0.0000 0.0000 0.0000 509.1933 0.0000
N34 0.0000 0.0000 0.0000 0.7016 0.0000
N33 0.0000 0.0000 0.0000 1.3705 0.0000
N31 0.0000 0.0000 0.0000 0.0250 0.0000
N30 0.0000 0.0000 0.0000 1.5986 0.0000
N29 0.0000 0.0000 0.0000 0.1472 0.0000
N28 0.0000 0.0000 0.0000 0.0842 0.0000
N27 0.0000 0.0000 0.0000 1.3830 0.0000
N26 0.0000 0.0000 0.0000 0.2296 0.0000
N25 31.0208 0.0000 0.0000 0.8283 0.0000
N24 32.2083 0.0000 0.0000 1.5819 0.0000
N23 0.0000 0.0000 0.0000 0.1338 0.0000
N22 0.0000 0.0000 0.0000 1.7707 0.0000
N21 0.0000 0.0000 0.0000 1.1780 0.0000
N20 0.0000 0.0000 0.0000 1.0327 0.0000
N19 0.0000 0.0000 0.0000 1.5743 0.0000
N18 0.0000 0.0000 0.0000 1.3355 0.0000
N17 0.0000 0.0000 0.0000 1.4278 0.0000
N16 40.7458 0.0000 0.0000 1.8410 0.0000
N15 42.2917 0.0000 0.0000 1.2884 0.0000
N14B 0.0000 0.0000 0.0000 1.3060 0.0000
N14A 0.0000 0.0000 0.0000 1.2856 0.0000
N13 0.0000 0.0000 0.0000 0.8297 0.0000
N12 0.0000 0.0000 0.0000 0.8573 0.0000
N11 0.0000 0.0000 0.0000 1.0058 0.0000
N10 0.0000 0.0000 0.0000 1.0160 0.0000
N9 0.0000 0.0000 0.0000 1.0249 0.0000
N8 0.0000 0.0000 0.0000 1.0493 0.0000
N7 0.0000 0.0000 0.0000 1.0347 0.0000
N6 0.0000 0.0000 0.0000 1.0695 0.0000
N5 0.0000 0.0000 0.0000 1.0269 0.0000
N4 0.0000 0.0000 0.0000 1.1640 0.0000
N3 0.0000 0.0000 0.0000 0.9204 0.0000
N2 0.0000 0.0000 0.0000 0.9294 0.0000
N1 0.0000 0.0000 0.0000 0.9294 0.0000
N50 0.0000 0.0000 0.0000 0.0217 0.0000
N49 0.0000 0.0000 0.0000 0.0274 0.0000
N51 0.0000 0.0000 0.0000 0.0254 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 0.015 percent
The Junction with the largest average change was.N16 with 0.100 percent
The Conduit with the largest sinuosity was.......1502 with 4.571
*===================================================================*
| 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 200.4826 0.0278
N53 220.4475 0.0306
N52 80.1433 0.0111
N38 240.4364 0.0334
N51B 145.0502 0.0201
N50B 179.9285 0.0250
N49B 150.7984 0.0209
N47 345.7426 0.0480
N45 318.5896 0.0442
N43 196.9385 0.0274
N42 181.5757 0.0252
N44 265.0110 0.0368
N40 70.8449 0.0098
N39 137.5033 0.0191
N37 210.1426 0.0292
N36 262.4410 0.0365
N35 68.0976 0.0095
N31 314.2456 0.0436
N30 230.1585 0.0320
N29 602.4026 0.0837
N28 361.7174 0.0502
N27 641.8772 0.0891
N26 54.9344 0.0076
N23 565.7684 0.0786
N22 201.6910 0.0280
N21 316.0517 0.0439
N20 986.5632 0.1370
N19 788.2149 0.1095
N18 490.3900 0.0681
N17 129.7591 0.0180
N11 754.0724 0.1047
N10 325.0514 0.0451
N8 305.8343 0.0425
N7 294.3141 0.0409
N6 935.1763 0.1299
N5 313.5831 0.0436
N4 619.4469 0.0860
N2 311.2318 0.0432
N1 -12493.5100 -1.7352
Outflow Outflow Average
Junction Volume m^3 Outflow, cms
--------------- ------------ ------------
N1 12493.5100 1.7352
*=====================================================*
| Initial system volume = 0.0500 Cu M |
| Total system inflow volume = 12814.8912 Cu M |
| Inflow + Initial volume = 12814.9412 Cu M |
*=====================================================*
| Total system outflow = 12493.5100 Cu M |
| Volume left in system = 333.8158 Cu M |
| Evaporation = 0.0000 Cu M |
| Outflow + Final Volume = 12827.3257 Cu M |
*=====================================================*
*===============================================*
| Total Model Continuity Error |
| Error in Continuity, Percent = -0.0966 |
| Error in Continuity, m^3 = -12.385 |
| + Error means a continuity loss, - a gain |
*===============================================*
###################################################
# Table E22. Numerical Model judgement section #
###################################################
Your overall error was -0.0966 percent
Worst nodal error was in node N12 with 0.7746 percent
Of the total inflow this loss was 0.5060 percent
Your overall continuity error was Excellent
Excellent Efficiency
Efficiency of the simulation 1.42
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\m50y1hr.out
*==============================================================*
| SWMM Simulation Date and Time Summary |
*==============================================================*
| Starting Date... October 12, 2017 Time... 15:29:41:57 |
| Ending Date... October 12, 2017 Time... 15:29:54:59 |
| Elapsed Time... 0.21700 minutes or 13.02000 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.