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m1y25m.out
From the archive XPXtrm.zip, inside Further information re: stormwater modelling - REC17/0011. File date in the archive: 2017-10-10 20:18.
2.0000 3.0325 2.2041 Natural
0908 N9 N8 2.5000 2.0000 3.0325 2.7238 Circular
0811 N8 N11 3.0000 2.0000 1.9052 1.9052 Natural
0804 N8 N4 2.0000 1.7000 2.7238 2.3373 Circular
0201 N2 N1 1.0500 0.9300 1.6020 1.4816 Natural
50b50 N50B N50 5.9000 5.7000 5.9051 5.7066 Natural
49b40 N49B N49 5.2000 5.0000 5.2119 5.0154 Natural
51b50 N51B N51 5.0000 4.8000 5.0154 4.8182 Natural
L610 N33 N14A 2.6000 1.6000 2.7204 2.4800 Circular
51b48 N51B N48 3.8000 3.6000 5.0154 4.6070 Circular
5352o N53 N52 8.4000 7.1000 8.4628 7.1625 Natural
5352u N53 N52 7.4000 6.1000 8.4628 7.1605 Circular
5238o N52 N38 7.1000 6.0000 7.1605 6.0627 Natural
5238u N52 N38 6.1000 5.0000 7.1605 6.0627 Circular
3851o N38 N51B 6.3000 5.0000 6.0627 5.0154 Natural
3851u N38 N51B 5.0000 3.8000 6.0627 5.0154 Circular
5049u N50B N49B 5.7000 5.0000 5.9051 5.2119 Circular
4948u N49B N48 4.0000 3.6000 5.2119 4.6070 Circular
4845o N48 N45 4.6000 3.5000 4.6070 3.5720 Natural
4845u N48 N45 3.6000 2.5000 4.6070 3.5720 Circular
4746o N47 N46 4.6000 4.0000 3.7775 3.7775 Natural
4746u N47 N46 3.6000 3.0000 3.9496 3.7775 Circular
4645o N46 N45 4.0000 3.5000 3.7776 3.5720 Natural
4645u N46 N45 3.0000 2.5000 3.7776 3.5720 Circular
4140o N41 N40 7.6000 6.6000 6.3141 6.3141 Natural
4140u N41 N40 6.6000 5.6000 6.8468 6.3141 Circular
4038o N40 N38 6.6000 6.0000 6.3141 6.0627 Natural
4038u N40 N38 5.6000 5.0000 6.3141 6.0627 Circular
3938o N39 N38 7.0000 6.0000 7.0143 6.0627 Natural
3938u N39 N38 6.0000 5.0000 7.0143 6.0627 Circular
3836o N38 N36 6.0000 5.5200 6.0627 5.6295 Natural
3836u N38 N36 5.0000 4.4700 6.0627 5.6295 Circular
3635o N36 N35 5.6000 5.4500 5.6295 5.4790 Natural
3635u N36 N35 4.4700 4.0000 5.6295 4.8072 Circular
3533o N35 N33 4.8600 4.6800 2.7204 2.7204 Rectangle
3533u N35 N33 4.0000 3.9000 4.8072 3.9995 Rectangle
2217o N22 N17 3.4000 2.9500 2.5660 2.5660 Natural
2217u N22 N17 1.8600 1.7500 2.9573 2.5660 Circular
2019o N20 N19 7.0000 6.0000 4.8136 4.8136 Natural
2019u N20 N19 6.0000 4.5000 6.2772 4.8136 Circular
1918o N19 N18 6.0000 3.0000 2.9808 2.9808 Natural
1918u N19 N18 4.5000 1.9000 4.8136 2.9808 Circular
1817o N18 N17 3.0000 2.9500 2.5660 2.5660 Natural
1817u N18 N17 1.9000 1.7500 2.9808 2.5660 Circular
1009o N10 N9 4.6000 3.5000 3.0325 3.0325 Natural
1009u N10 N9 3.6000 2.5000 3.7918 3.0325 Circular
0706o N7 N6 5.0000 4.5000 5.0079 4.5180 Natural
0706u N7 N6 4.0000 3.5000 5.0079 4.5180 Circular
0604o N6 N4 4.5000 2.8000 4.5180 2.8167 Natural
0604u N6 N4 3.5000 1.7000 4.5180 2.3373 Circular
0504o N5 N4 4.3000 2.8000 2.3373 2.3373 Natural
0504u N5 N4 3.3000 1.7000 3.5474 2.3373 Circular
0403o N4 N3 2.8000 2.0000 1.6375 1.6375 Natural
0403u N4 N3 1.7000 1.1000 2.3374 1.6375 Circular
0302o N3 N2 1.8200 1.8100 1.6020 1.6020 Natural
0302u N3 N2 1.1000 1.0500 1.6375 1.6020 Rectangle
14b14ao N14B N14A 2.9900 2.5000 2.4800 2.4800 Natural
14b14au N14B N14A 1.8000 1.6000 2.9645 2.4800 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 -0.0176 -0.0157 0.0005 0.0568 0.0000 0.0392 112.0887 0
N53 -0.6282 -0.2661 0.0175 0.0602 0.0000 -0.5679 236.0389 0
N52 0.9087 0.3235 0.0252 0.0328 0.0000 0.9415 280.8376 0
N38 0.6226 0.0691 0.0173 0.1271 0.0000 0.7497 901.5161 0
N51B -0.8006 -0.2741 0.0222 0.0603 0.0000 -0.7403 292.0110 0
N48 -0.2563 -0.0685 0.0071 0.0565 0.0000 -0.1998 374.3148 0
N50B 0.2532 0.2510 0.0070 1.0065 0.0000 1.2598 100.3711 0
N49B -0.3935 -0.2180 0.0109 0.0106 0.0000 -0.3830 180.5284 0
N47 0.0189 0.0096 0.0005 0.0185 0.0000 0.0374 197.3598 0
N46 -0.6544 -0.2910 0.0182 0.0512 0.0000 -0.6031 224.8166 0
N45 14.2369 1.8640 0.3956 0.3625 0.0000 14.5994 763.5961 0
N43 -0.0175 -0.0158 0.0005 0.0139 0.0000 -0.0035 110.3047 0
N42 -0.3307 -0.1551 0.0092 0.0252 0.0000 -0.3055 213.1655 0
N41 0.1026 0.0481 0.0029 0.0220 0.0000 0.1246 213.3604 0
N44 -0.4369 -0.2917 0.0121 0.0141 0.0000 -0.4228 149.7662 0
N40 -2.7770 -0.6838 0.0772 0.0658 0.0000 -2.7112 406.0644 0
N39 -0.6466 -0.8267 0.0180 0.0099 0.0000 -0.6368 78.2149 0
N37 0.1285 0.1085 0.0036 0.0175 0.0000 0.1460 118.4155 0
N36 -3.9533 -0.4112 0.1098 0.3545 0.0000 -3.5988 961.1621 0
N35 4.8862 0.5409 0.1358 188.9076 0.0000 193.7938 808.9570 0
N34 -0.0003 0.0000 0.0000 0.0003 0.0000 0.0000 0.0000 0
N33 -0.4009 -0.0654 0.0111 5.1158 0.0000 4.7149 610.5549 0
N31 -1.2418 -0.6957 0.0345 0.0763 0.0000 -1.1655 178.4516 0
N30 1.4476 0.1979 0.0402 0.2708 0.0000 1.7184 731.4119 0
N29 -3.1685 -0.7535 0.0880 0.3947 0.0000 -2.7738 420.3109 0
N28 -0.4842 -0.2368 0.0135 0.0248 0.0000 -0.4594 204.4489 0
N27 -1.4601 -0.2575 0.0406 0.7364 0.0000 -0.7237 566.6419 0
N26 -8.2973 -11.6096 0.2305 0.9613 0.0000 -7.3360 70.9886 0
N25 1.9989 0.3754 0.0555 0.0692 0.0000 2.0682 532.4454 0
N24 -2.7124 -0.2148 0.0754 0.1940 0.0000 -2.5183 1262.5820 0
N23 -2.7412 -0.8506 0.0762 0.0628 0.0000 -2.6784 322.2493 0
N22 -1.7669 -0.1037 0.0491 0.2810 0.0000 -1.4859 1704.1732 0
N21 0.2848 0.1604 0.0079 1.0119 0.0000 1.2967 177.0245 0
N20 -0.1632 -0.0297 0.0045 0.0422 0.0000 -0.1211 549.6381 0
N19 -0.4329 -0.0436 0.0120 0.3250 0.0000 -0.1078 991.5994 0
N18 -1.7600 -0.1389 0.0489 0.3737 0.0000 -1.3863 1266.6740 0
N17 -0.6095 -0.0188 0.0169 0.6208 0.0000 0.0112 3238.7717 0
N16 -3.3268 -0.1021 0.0924 1.8182 0.0000 -1.5086 3257.0713 0
N15 -2.0826 -0.0536 0.0579 3.7917 0.0000 1.7091 3883.1891 0
N14B -1.3717 -0.6950 0.0381 0.1966 0.0000 -1.1751 197.2586 0
N14A -0.7747 -0.0988 0.0215 6.0999 0.0500 5.2752 781.3173 0
N13 -4.0378 -0.5301 0.1122 0.3774 0.0000 -3.6604 761.5658 0
N12 -11.5646 -1.4894 0.3213 0.0607 0.0000 -11.5039 776.4529 0
N11 -7.3422 -0.6046 0.2040 0.7460 0.0000 -6.5961 1213.9858 0
N10 -0.1143 -0.0623 0.0032 0.0185 0.0000 -0.0958 183.3805 0
N9 -0.6398 -0.3476 0.0178 0.0418 0.0000 -0.5980 184.0255 0
N8 -0.2571 -0.0720 0.0071 0.0678 0.0000 -0.1893 357.1348 0
N7 -0.0733 -0.0442 0.0020 0.0203 0.0000 -0.0529 165.9152 0
N6 -1.0256 -0.1483 0.0285 0.0740 0.0000 -0.9516 691.5302 0
N5 -0.0299 -0.0169 0.0008 0.0293 0.0000 -0.0006 176.8171 0
N4 -1.3977 -0.0886 0.0388 0.1652 0.0000 -1.2325 1576.7110 0
N3 -6.8702 -0.2451 0.1909 2.0172 0.0000 -4.8530 2802.3898 0
N2 -4.8023 -0.0700 0.1334 4.4354 0.0000 -0.3670 6862.0169 0
N1 -1.1021 -0.0161 0.0306 0.7186 0.0000 -0.3835 6863.6032 0
N50 0.0078 0.1966 0.0002 0.0003 0.0000 0.0081 3.9916 0
N49 -0.4074 -1.5366 0.0113 0.0004 0.0000 -0.4071 26.5127 0
N51 -0.4256 -0.5770 0.0118 0.0003 0.0000 -0.4253 73.7599 0
The total continuity error was -58.901 cubic meters
The remaining total volume was 222.51 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 56.0489 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N53 0.0000 0.0000 61.6989 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N52 0.0000 0.0000 22.6023 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N38 0.0000 0.0000 67.4325 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N51B 0.0000 0.0000 40.9160 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N50B 0.0000 0.0000 50.8172 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N49B 0.0000 0.0000 42.5445 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N47 0.0000 0.0000 96.6970 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N45 0.0000 0.0000 89.1860 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N43 0.0000 0.0000 55.1335 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N42 0.0000 0.0000 51.2450 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N44 0.0000 0.0000 74.6536 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N40 0.0000 0.0000 20.0093 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N39 0.0000 0.0000 38.7822 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N37 0.0000 0.0000 59.2656 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N36 0.0000 0.0000 73.9776 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N35 0.0000 0.0000 19.2685 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N31 0.0000 0.0000 88.6284 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N30 0.0000 0.0000 64.9345 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N29 0.0000 0.0000 169.5753 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N28 0.0000 0.0000 101.9662 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N27 0.0000 0.0000 180.4630 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N26 0.0000 0.0000 15.3794 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N23 0.0000 0.0000 159.7691 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N22 0.0000 0.0000 56.4782 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N21 0.0000 0.0000 89.1441 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N20 0.0000 0.0000 274.7429 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N19 0.0000 0.0000 220.8852 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N18 0.0000 0.0000 136.8698 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N17 0.0000 0.0000 36.3959 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N11 0.0000 0.0000 209.9522 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N10 0.0000 0.0000 91.6363 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N8 0.0000 0.0000 86.1701 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N7 0.0000 0.0000 82.9139 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N6 0.0000 0.0000 262.2913 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N5 0.0000 0.0000 88.3910 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N4 0.0000 0.0000 174.5404 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N2 0.0000 0.0000 86.7641 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 3432.4251 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 0.1248 0.0000
N53 0.0000 0.0000 0.0000 1.0628 0.0000
N52 0.0000 0.0000 0.0000 1.0605 0.0000
N38 0.0000 0.0000 0.0000 1.0627 0.0000
N51B 0.0000 0.0000 0.0000 1.2154 0.0000
N48 0.0000 0.0000 0.0000 1.0070 0.0000
N50B 0.0000 0.0000 0.0000 1.2051 0.0000
N49B 0.0000 0.0000 0.0000 1.2119 0.0000
N47 0.0000 0.0000 0.0000 0.3497 0.0000
N46 0.0000 0.0000 0.0000 0.7776 0.0000
N45 0.0000 0.0000 0.0000 1.0720 0.0000
N43 0.0000 0.0000 0.0000 0.0616 0.0000
N42 0.0000 0.0000 0.0000 0.0834 0.0000
N41 0.0000 0.0000 0.0000 0.2468 0.0000
N44 0.0000 0.0000 0.0000 0.0678 0.0000
N40 0.0000 0.0000 0.0000 0.7141 0.0000
N39 0.0000 0.0000 0.0000 1.0143 0.0000
N37 0.0000 0.0000 0.0000 0.0533 0.0000
N36 0.0000 0.0000 0.0000 1.1595 0.0000
N35 0.0000 0.0000 0.0000 346.9731 0.0000
N34 0.0000 0.0000 0.0000 0.0000 0.0000
N33 0.0000 0.0000 0.0000 0.1204 0.0000
N31 0.0000 0.0000 0.0000 0.0174 0.0000
N30 0.0000 0.0000 0.0000 1.2767 0.0000
N29 0.0000 0.0000 0.0000 0.0895 0.0000
N28 0.0000 0.0000 0.0000 0.0646 0.0000
N27 0.0000 0.0000 0.0000 1.3625 0.0000
N26 0.0000 0.0000 0.0000 0.0909 0.0000
N25 5.3214 0.0000 0.0000 0.6000 0.0000
N24 3.1944 0.0000 0.0000 1.0174 0.0000
N23 0.0000 0.0000 0.0000 0.1055 0.0000
N22 0.0000 0.0000 0.0000 1.0973 0.0000
N21 0.0000 0.0000 0.0000 1.0363 0.0000
N20 0.0000 0.0000 0.0000 0.2772 0.0000
N19 0.0000 0.0000 0.0000 0.3136 0.0000
N18 0.0000 0.0000 0.0000 1.0808 0.0000
N17 0.0000 0.0000 0.0000 0.8160 0.0000
N16 8.2222 0.0000 0.0000 1.3653 0.0000
N15 8.1667 0.0000 0.0000 0.9602 0.0000
N14B 0.0000 0.0000 0.0000 1.1645 0.0000
N14A 0.0000 0.0000 0.0000 0.8800 0.0000
N13 0.0000 0.0000 0.0000 0.5140 0.0000
N12 0.0000 0.0000 0.0000 0.5241 0.0000
N11 0.0000 0.0000 0.0000 0.5652 0.0000
N10 0.0000 0.0000 0.0000 0.1918 0.0000
N9 0.0000 0.0000 0.0000 0.5325 0.0000
N8 0.0000 0.0000 0.0000 0.7238 0.0000
N7 0.0000 0.0000 0.0000 1.0079 0.0000
N6 0.0000 0.0000 0.0000 1.0180 0.0000
N5 0.0000 0.0000 0.0000 0.2474 0.0000
N4 0.0000 0.0000 0.0000 0.6373 0.0000
N3 0.0000 0.0000 0.0000 0.5375 0.0000
N2 0.0000 0.0000 0.0000 0.5520 0.0000
N1 0.0000 0.0000 0.0000 0.5516 0.0000
N50 0.0000 0.0000 0.0000 0.0066 0.0000
N49 0.0000 0.0000 0.0000 0.0154 0.0000
N51 0.0000 0.0000 0.0000 0.0182 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 0.009 percent
The Junction with the largest average change was.N36 with 0.076 percent
The Conduit with the largest sinuosity was.......51b48 with 4.212
*===================================================================*
| 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 56.0619 0.0078
N53 61.7150 0.0086
N52 22.6120 0.0031
N38 67.4479 0.0094
N51B 40.9342 0.0057
N50B 50.8390 0.0071
N49B 42.5641 0.0059
N47 96.7224 0.0134
N45 89.2107 0.0124
N43 55.1481 0.0077
N42 51.2670 0.0071
N44 74.6808 0.0104
N40 20.0177 0.0028
N39 38.7973 0.0054
N37 59.2872 0.0082
N36 74.0043 0.0103
N35 19.2785 0.0027
N31 88.6612 0.0123
N30 64.9612 0.0090
N29 169.6287 0.0236
N28 102.0031 0.0142
N27 180.5128 0.0251
N26 15.3825 0.0021
N23 159.8430 0.0222
N22 56.4936 0.0078
N21 89.1777 0.0124
N20 274.7787 0.0382
N19 220.9410 0.0307
N18 136.8976 0.0190
N17 36.4066 0.0051
N11 209.9919 0.0292
N10 91.6646 0.0127
N8 86.1949 0.0120
N7 82.9374 0.0115
N6 262.3416 0.0364
N5 88.4175 0.0123
N4 174.5898 0.0242
N2 86.7819 0.0121
N1 -3432.4251 -0.4767
Outflow Outflow Average
Junction Volume m^3 Outflow, cms
--------------- ------------ ------------
N1 3432.4251 0.4767
*=====================================================*
| Initial system volume = 0.0500 Cu M |
| Total system inflow volume = 3598.1701 Cu M |
| Inflow + Initial volume = 3598.2201 Cu M |
*=====================================================*
| Total system outflow = 3432.4251 Cu M |
| Volume left in system = 222.5144 Cu M |
| Evaporation = 0.0000 Cu M |
| Outflow + Final Volume = 3654.9395 Cu M |
*=====================================================*
*===============================================*
| Total Model Continuity Error |
| Error in Continuity, Percent = -1.5763 |
| Error in Continuity, m^3 = -56.719 |
| + Error means a continuity loss, - a gain |
*===============================================*
###################################################
# Table E22. Numerical Model judgement section #
###################################################
Your overall error was -1.5763 percent
Worst nodal error was in node N45 with 1.8644 percent
Of the total inflow this loss was 0.3957 percent
Your overall continuity error was Great
Excellent Efficiency
Efficiency of the simulation 1.24
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\m1y25m.out
*==============================================================*
| SWMM Simulation Date and Time Summary |
*==============================================================*
| Starting Date... October 10, 2017 Time... 20:17:47:53 |
| Ending Date... October 10, 2017 Time... 20:18: 0:89 |
| Elapsed Time... 0.22267 minutes or 13.36000 seconds |
*==============================================================*
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