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m10y1p5.out
From the archive XPXtrm.zip, inside Further information re: stormwater modelling - REC17/0011. File date in the archive: 2017-10-12 15:15.
1.8600 1.6000 2.5449 2.6768 Natural
1312 N13 N12 1.8600 1.6800 2.5449 2.3388 Natural
1211 N12 N11 1.6800 1.3400 2.3388 2.1717 Natural
1103 N11 N3 1.3400 1.1000 2.1717 1.8701 Natural
0912 N9 N12 3.5000 2.0000 3.5037 2.3388 Natural
0908 N9 N8 2.5000 2.0000 3.5037 3.0192 Circular
0811 N8 N11 3.0000 2.0000 3.0192 2.1717 Natural
0804 N8 N4 2.0000 1.7000 3.0192 2.6105 Circular
0201 N2 N1 1.0500 0.9300 1.8055 1.6853 Natural
50b50 N50B N50 5.9000 5.7000 5.9100 5.7119 Natural
49b40 N49B N49 5.2000 5.0000 5.2144 5.0211 Natural
51b50 N51B N51 5.0000 4.8000 5.0178 4.8210 Natural
L610 N33 N14A 2.6000 1.6000 3.2736 2.6768 Circular
51b48 N51B N48 3.8000 3.6000 5.0178 4.6079 Circular
5352o N53 N52 8.4000 7.1000 8.4792 7.1816 Natural
5352u N53 N52 7.4000 6.1000 8.4792 7.1816 Circular
5238o N52 N38 7.1000 6.0000 7.1816 6.0959 Natural
5238u N52 N38 6.1000 5.0000 7.1816 6.0959 Circular
3851o N38 N51B 6.3000 5.0000 6.0959 5.0178 Natural
3851u N38 N51B 5.0000 3.8000 6.0959 5.0178 Circular
5049u N50B N49B 5.7000 5.0000 5.9100 5.2144 Circular
4948u N49B N48 4.0000 3.6000 5.2144 4.6079 Circular
4845o N48 N45 4.6000 3.5000 4.6079 3.5879 Natural
4845u N48 N45 3.6000 2.5000 4.6079 3.5879 Circular
4746o N47 N46 4.6000 4.0000 4.3953 4.0116 Natural
4746u N47 N46 3.6000 3.0000 4.3953 4.0116 Circular
4645o N46 N45 4.0000 3.5000 4.0116 3.5879 Natural
4645u N46 N45 3.0000 2.5000 4.0116 3.5879 Circular
4140o N41 N40 7.6000 6.6000 6.5386 6.5386 Natural
4140u N41 N40 6.6000 5.6000 7.1387 6.5386 Circular
4038o N40 N38 6.6000 6.0000 6.5386 6.0959 Natural
4038u N40 N38 5.6000 5.0000 6.5386 6.0959 Circular
3938o N39 N38 7.0000 6.0000 7.0190 6.0959 Natural
3938u N39 N38 6.0000 5.0000 7.0190 6.0959 Circular
3836o N38 N36 6.0000 5.5200 6.0959 5.6989 Natural
3836u N38 N36 5.0000 4.4700 6.0959 5.6989 Circular
3635o N36 N35 5.6000 5.4500 5.6989 5.5488 Natural
3635u N36 N35 4.4700 4.0000 5.6989 5.0555 Circular
3533o N35 N33 4.8600 4.6800 5.0555 4.8713 Rectangle
3533u N35 N33 4.0000 3.9000 5.0555 4.0000 Rectangle
2217o N22 N17 3.4000 2.9500 3.5059 3.0552 Natural
2217u N22 N17 1.8600 1.7500 3.5059 3.0412 Circular
2019o N20 N19 7.0000 6.0000 5.0622 5.0622 Natural
2019u N20 N19 6.0000 4.5000 6.4820 5.0622 Circular
1918o N19 N18 6.0000 3.0000 5.0622 3.1810 Natural
1918u N19 N18 4.5000 1.9000 5.0622 3.1810 Circular
1817o N18 N17 3.0000 2.9500 3.1810 3.0794 Natural
1817u N18 N17 1.9000 1.7500 3.1810 3.0412 Circular
1009o N10 N9 4.6000 3.5000 4.2041 3.5037 Natural
1009u N10 N9 3.6000 2.5000 4.2041 3.5037 Circular
0706o N7 N6 5.0000 4.5000 5.0187 4.5397 Natural
0706u N7 N6 4.0000 3.5000 5.0187 4.5397 Circular
0604o N6 N4 4.5000 2.8000 4.5397 2.8393 Natural
0604u N6 N4 3.5000 1.7000 4.5397 2.6105 Circular
0504o N5 N4 4.3000 2.8000 4.3061 2.8022 Natural
0504u N5 N4 3.3000 1.7000 4.3061 2.6105 Circular
0403o N4 N3 2.8000 2.0000 1.8701 1.8701 Natural
0403u N4 N3 1.7000 1.1000 2.6105 1.8701 Circular
0302o N3 N2 1.8200 1.8100 1.8701 1.8300 Natural
0302u N3 N2 1.1000 1.0500 1.8701 1.8055 Rectangle
14b14ao N14B N14A 2.9900 2.5000 3.0406 2.6768 Natural
14b14au N14B N14A 1.8000 1.6000 3.0406 2.6768 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 0.3050 0.0881 0.0027 0.2366 0.0000 0.5416 345.9287 0
N53 -1.6138 -0.2216 0.0145 0.2726 0.0000 -1.3413 728.0128 0
N52 0.4697 0.0541 0.0042 0.1291 0.0000 0.5988 868.7185 0
N38 -4.7981 -0.1710 0.0430 1.3892 0.0000 -3.4089 2805.8556 0
N51B -0.6986 -0.0872 0.0063 0.2441 0.0000 -0.4545 801.1629 0
N48 -1.7762 -0.1714 0.0159 0.2580 0.0000 -1.5182 1036.2629 0
N50B 0.2909 0.0926 0.0026 1.0239 0.0000 1.3148 313.6585 0
N49B -0.8431 -0.1515 0.0076 0.0485 0.0000 -0.7946 556.4712 0
N47 -0.2166 -0.0350 0.0019 0.0531 0.0000 -0.1635 619.5564 0
N46 -0.7513 -0.1071 0.0067 0.1757 0.0000 -0.5756 701.3012 0
N45 10.5649 0.4631 0.0947 0.7671 0.0000 11.3320 2280.7762 0
N43 -0.1313 -0.0385 0.0012 0.0433 0.0000 -0.0880 340.7593 0
N42 -0.5567 -0.0845 0.0050 0.0849 0.0000 -0.4718 658.9181 0
N41 0.0225 0.0034 0.0002 0.0864 0.0000 0.1089 659.2656 0
N44 -1.5923 -0.3431 0.0143 0.0554 0.0000 -1.5369 464.0632 0
N40 -12.3499 -0.9794 0.1107 0.2371 0.0000 -12.1128 1260.9005 0
N39 -1.3970 -0.5781 0.0125 0.0397 0.0000 -1.3573 241.6505 0
N37 0.1046 0.0285 0.0009 0.0775 0.0000 0.1821 367.0900 0
N36 0.5701 0.0173 0.0051 2.0761 0.0000 2.6461 3286.7160 0
N35 64.9626 2.0497 0.5823 338.1207 0.0000 403.0833 3000.2770 0
N34 -5.8796 -1.8220 0.0527 0.5003 0.0000 -5.3793 322.4451 0
N33 -5.4407 -0.2384 0.0488 6.3104 0.0000 0.8698 2279.0396 0
N31 2.5029 0.4579 0.0224 0.3299 0.0000 2.8327 546.3749 0
N30 -0.5981 -0.0258 0.0054 0.8352 0.0000 0.2371 2318.8951 0
N29 -5.1673 -0.3773 0.0463 0.8240 0.0000 -4.3433 1369.0699 0
N28 -1.0651 -0.1683 0.0095 0.1061 0.0000 -0.9590 632.7787 0
N27 -1.9782 -0.1128 0.0177 1.1155 0.0000 -0.8627 1753.5297 0
N26 -9.0666 -2.9544 0.0813 1.4174 0.0000 -7.6492 306.1737 0
N25 3.4748 0.2245 0.0311 0.2648 0.0000 3.7396 1547.3309 0
N24 -7.7058 -0.2101 0.0691 0.6305 0.0000 -7.0752 3667.0034 0
N23 5.5084 0.5599 0.0494 0.3734 0.0000 5.8818 983.6108 0
N22 -10.4427 -0.1956 0.0936 1.1031 0.0000 -9.3396 5337.5721 0
N21 1.0557 0.1917 0.0095 1.0489 0.0000 2.1046 550.1530 0
N20 -0.4360 -0.0255 0.0039 0.1499 0.0000 -0.2861 1712.9745 0
N19 -1.7092 -0.0554 0.0153 1.0511 0.0000 -0.6581 3083.8303 0
N18 -6.6140 -0.1679 0.0593 1.1964 0.0000 -5.4176 3938.1040 0
N17 -2.6917 -0.0263 0.0241 1.6494 0.0000 -1.0423 10235.9630 0
N16 -5.6322 -0.0550 0.0505 3.0781 0.0000 -2.5542 10236.1344 0
N15 -2.2434 -0.0217 0.0201 6.1942 0.0000 3.9508 10353.2645 0
N14B -6.2264 -0.7067 0.0558 0.2852 0.0000 -5.9412 880.9312 0
N14A -0.6976 -0.0155 0.0063 7.6372 0.0500 6.8896 4500.0550 0
N13 -5.6723 -0.1261 0.0508 0.6234 0.0000 -5.0489 4497.4491 0
N12 -3.6521 -0.0811 0.0327 0.3847 0.0000 -3.2674 4505.7685 0
N11 32.3776 0.5591 0.2902 2.2081 0.0000 34.5857 5789.5863 0
N10 -0.0778 -0.0137 0.0007 0.0587 0.0000 -0.0192 568.3158 0
N9 -1.5760 -0.2766 0.0141 0.1522 0.0000 -1.4238 569.6658 0
N8 -0.6015 -0.0544 0.0054 0.2684 0.0000 -0.3331 1105.3280 0
N7 -0.8440 -0.1638 0.0076 0.0670 0.0000 -0.7770 515.1289 0
N6 -0.8413 -0.0392 0.0075 0.2598 0.0000 -0.5814 2146.2405 0
N5 -0.6321 -0.1152 0.0057 0.1264 0.0000 -0.5056 548.7476 0
N4 -3.5352 -0.0726 0.0317 0.6405 0.0000 -2.8947 4872.3930 0
N3 -18.1210 -0.1702 0.1624 4.2876 0.0000 -13.8334 10643.2134 0
N2 -10.8703 -0.0505 0.0974 7.4977 0.0000 -3.3726 21542.7323 0
N1 -1.7779 -0.0083 0.0159 1.2504 0.0000 -0.5276 21540.1902 0
N50 -0.1142 -0.5672 0.0010 0.0003 0.0000 -0.1139 20.1336 0
N49 -1.1346 -1.4197 0.0102 0.0004 0.0000 -1.1342 79.9165 0
N51 1.6339 0.6709 0.0146 0.0003 0.0000 1.6342 243.5463 0
The total continuity error was -25.926 cubic meters
The remaining total volume was 399.35 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 173.2099 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N53 0.0000 0.0000 190.6156 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N52 0.0000 0.0000 69.9884 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N38 0.0000 0.0000 209.1852 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N51B 0.0000 0.0000 126.6980 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N50B 0.0000 0.0000 157.4950 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N49B 0.0000 0.0000 131.7429 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N47 0.0000 0.0000 299.5648 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N45 0.0000 0.0000 276.1985 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N43 0.0000 0.0000 170.3176 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N42 0.0000 0.0000 158.7743 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N44 0.0000 0.0000 231.2427 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N40 0.0000 0.0000 62.0207 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N39 0.0000 0.0000 120.1351 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N37 0.0000 0.0000 183.6240 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N36 0.0000 0.0000 229.1686 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N35 0.0000 0.0000 59.7125 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N31 0.0000 0.0000 274.5869 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N30 0.0000 0.0000 201.1277 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N29 0.0000 0.0000 525.4679 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N28 0.0000 0.0000 315.8785 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N27 0.0000 0.0000 559.4590 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N26 0.0000 0.0000 47.6785 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N23 0.0000 0.0000 494.7354 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N22 0.0000 0.0000 174.4607 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N21 0.0000 0.0000 276.1116 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N20 0.0000 0.0000 856.3022 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N19 0.0000 0.0000 685.0044 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N18 0.0000 0.0000 424.2924 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N17 0.0000 0.0000 112.6582 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N11 0.0000 0.0000 650.3645 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N10 0.0000 0.0000 284.1477 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N8 0.0000 0.0000 267.2643 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N7 0.0000 0.0000 257.1589 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N6 0.0000 0.0000 814.8500 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N5 0.0000 0.0000 274.1152 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N4 0.0000 0.0000 541.3981 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N2 0.0000 0.0000 268.6864 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 10769.0461 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 0.1411 0.0000
N53 0.0000 0.0000 0.0000 1.0792 0.0000
N52 0.0000 0.0000 0.0000 1.0816 0.0000
N38 0.0000 0.0000 0.0000 1.0959 0.0000
N51B 0.0000 0.0000 0.0000 1.2178 0.0000
N48 0.0000 0.0000 0.0000 1.0079 0.0000
N50B 0.0000 0.0000 0.0000 1.2100 0.0000
N49B 0.0000 0.0000 0.0000 1.2144 0.0000
N47 0.0000 0.0000 0.0000 0.7953 0.0000
N46 0.0000 0.0000 0.0000 1.0116 0.0000
N45 0.0000 0.0000 0.0000 1.0879 0.0000
N43 0.0000 0.0000 0.0000 0.0681 0.0000
N42 0.0000 0.0000 0.0000 0.0924 0.0000
N41 0.0000 0.0000 0.0000 0.5387 0.0000
N44 0.0000 0.0000 0.0000 0.0775 0.0000
N40 0.0000 0.0000 0.0000 0.9386 0.0000
N39 0.0000 0.0000 0.0000 1.0190 0.0000
N37 0.0000 0.0000 0.0000 0.0589 0.0000
N36 0.0000 0.0000 0.0000 1.2289 0.0000
N35 0.0000 0.0000 0.0000 478.4676 0.0000
N34 0.0000 0.0000 0.0000 0.5968 0.0000
N33 0.0000 0.0000 0.0000 0.6736 0.0000
N31 0.0000 0.0000 0.0000 0.0203 0.0000
N30 0.0000 0.0000 0.0000 1.5305 0.0000
N29 0.0000 0.0000 0.0000 0.1133 0.0000
N28 0.0000 0.0000 0.0000 0.0714 0.0000
N27 0.0000 0.0000 0.0000 1.3709 0.0000
N26 0.0000 0.0000 0.0000 0.1615 0.0000
N25 18.9583 0.0000 0.0000 0.7819 0.0000
N24 17.8403 0.0000 0.0000 1.4783 0.0000
N23 0.0000 0.0000 0.0000 0.1154 0.0000
N22 0.0000 0.0000 0.0000 1.6459 0.0000
N21 0.0000 0.0000 0.0000 1.0425 0.0000
N20 0.0000 0.0000 0.0000 0.4821 0.0000
N19 0.0000 0.0000 0.0000 0.5622 0.0000
N18 0.0000 0.0000 0.0000 1.2810 0.0000
N17 0.0000 0.0000 0.0000 1.2912 0.0000
N16 36.8472 0.0000 0.0000 1.6951 0.0000
N15 38.1528 0.0000 0.0000 1.0998 0.0000
N14B 0.0000 0.0000 0.0000 1.2406 0.0000
N14A 0.0000 0.0000 0.0000 1.0768 0.0000
N13 0.0000 0.0000 0.0000 0.6849 0.0000
N12 0.0000 0.0000 0.0000 0.6588 0.0000
N11 0.0000 0.0000 0.0000 0.8317 0.0000
N10 0.0000 0.0000 0.0000 0.6042 0.0000
N9 0.0000 0.0000 0.0000 1.0037 0.0000
N8 0.0000 0.0000 0.0000 1.0192 0.0000
N7 0.0000 0.0000 0.0000 1.0187 0.0000
N6 0.0000 0.0000 0.0000 1.0397 0.0000
N5 0.0000 0.0000 0.0000 1.0061 0.0000
N4 0.0000 0.0000 0.0000 0.9105 0.0000
N3 0.0000 0.0000 0.0000 0.7701 0.0000
N2 0.0000 0.0000 0.0000 0.7555 0.0000
N1 0.0000 0.0000 0.0000 0.7553 0.0000
N50 0.0000 0.0000 0.0000 0.0119 0.0000
N49 0.0000 0.0000 0.0000 0.0211 0.0000
N51 0.0000 0.0000 0.0000 0.0210 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.N27 with 0.112 percent
The Conduit with the largest sinuosity was.......1502 with 4.794
*===================================================================*
| 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 173.2312 0.0241
N53 190.6413 0.0265
N52 70.0022 0.0097
N38 209.2101 0.0291
N51B 126.7237 0.0176
N50B 157.5258 0.0219
N49B 131.7704 0.0183
N47 299.6048 0.0416
N45 276.2370 0.0384
N43 170.3409 0.0237
N42 158.8054 0.0221
N44 231.2825 0.0321
N40 62.0325 0.0086
N39 120.1570 0.0167
N37 183.6557 0.0255
N36 229.2078 0.0318
N35 59.7262 0.0083
N31 274.6347 0.0381
N30 201.1660 0.0279
N29 525.5482 0.0730
N28 315.9326 0.0439
N27 559.5363 0.0777
N26 47.6838 0.0066
N23 494.8382 0.0687
N22 174.4851 0.0242
N21 276.1602 0.0384
N20 856.3682 0.1189
N19 685.0920 0.0952
N18 424.3390 0.0589
N17 112.6747 0.0156
N11 650.4328 0.0903
N10 284.1904 0.0395
N8 267.3025 0.0371
N7 257.1952 0.0357
N6 814.9358 0.1132
N5 274.1556 0.0381
N4 541.4746 0.0752
N2 268.7164 0.0373
N1 -10769.0461 -1.4957
Outflow Outflow Average
Junction Volume m^3 Outflow, cms
--------------- ------------ ------------
N1 10769.0461 1.4957
*=====================================================*
| Initial system volume = 0.0500 Cu M |
| Total system inflow volume = 11155.4423 Cu M |
| Inflow + Initial volume = 11155.4923 Cu M |
*=====================================================*
| Total system outflow = 10769.0461 Cu M |
| Volume left in system = 399.3459 Cu M |
| Evaporation = 0.0000 Cu M |
| Outflow + Final Volume = 11168.3920 Cu M |
*=====================================================*
*===============================================*
| Total Model Continuity Error |
| Error in Continuity, Percent = -0.1156 |
| Error in Continuity, m^3 = -12.900 |
| + Error means a continuity loss, - a gain |
*===============================================*
###################################################
# Table E22. Numerical Model judgement section #
###################################################
Your overall error was -0.1156 percent
Worst nodal error was in node N35 with 2.1649 percent
Of the total inflow this loss was 0.5823 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\m10y1p5.out
*==============================================================*
| SWMM Simulation Date and Time Summary |
*==============================================================*
| Starting Date... October 12, 2017 Time... 15:15: 2:23 |
| Ending Date... October 12, 2017 Time... 15:15:14: 3 |
| Elapsed Time... 0.19667 minutes or 11.80000 seconds |
*==============================================================*
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