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m2y1p5.out
From the archive XPXtrm.zip, inside Further information re: stormwater modelling - REC17/0011. File date in the archive: 2017-10-10 21:12.
1.7000 2.4388 2.2235 Circular
0201 N2 N1 1.0500 0.9300 1.5740 1.4531 Natural
50b50 N50B N50 5.9000 5.7000 5.7000 5.7000 Natural
49b40 N49B N49 5.2000 5.0000 5.2118 5.0098 Natural
51b50 N51B N51 5.0000 4.8000 5.0144 4.8151 Natural
L610 N33 N14A 2.6000 1.6000 2.8497 2.4246 Circular
51b48 N51B N48 3.8000 3.6000 5.0144 4.6066 Circular
5352o N53 N52 8.4000 7.1000 8.4511 7.1508 Natural
5352u N53 N52 7.4000 6.1000 8.4511 7.1434 Circular
5238o N52 N38 7.1000 6.0000 7.1434 6.0388 Natural
5238u N52 N38 6.1000 5.0000 7.1434 6.0246 Circular
3851o N38 N51B 6.3000 5.0000 6.0246 5.0144 Natural
3851u N38 N51B 5.0000 3.8000 6.0246 5.0144 Circular
5049u N50B N49B 5.7000 5.0000 5.8861 5.2118 Circular
4948u N49B N48 4.0000 3.6000 5.2118 4.6066 Circular
4845o N48 N45 4.6000 3.5000 4.6066 3.5612 Natural
4845u N48 N45 3.6000 2.5000 4.6066 3.5612 Circular
4746o N47 N46 4.6000 4.0000 3.6609 3.6609 Natural
4746u N47 N46 3.6000 3.0000 3.7984 3.6609 Circular
4645o N46 N45 4.0000 3.5000 3.6609 3.5612 Natural
4645u N46 N45 3.0000 2.5000 3.6609 3.5612 Circular
4140o N41 N40 7.6000 6.6000 6.2186 6.2186 Natural
4140u N41 N40 6.6000 5.6000 6.7743 6.2186 Circular
4038o N40 N38 6.6000 6.0000 6.2186 6.0246 Natural
4038u N40 N38 5.6000 5.0000 6.2186 6.0246 Circular
3938o N39 N38 7.0000 6.0000 7.0124 6.0246 Natural
3938u N39 N38 6.0000 5.0000 7.0124 6.0246 Circular
3836o N38 N36 6.0000 5.5200 6.0246 5.6123 Natural
3836u N38 N36 5.0000 4.4700 6.0246 5.6123 Circular
3635o N36 N35 5.6000 5.4500 5.6123 5.4603 Natural
3635u N36 N35 4.4700 4.0000 5.6123 4.9620 Circular
3533o N35 N33 4.8600 4.6800 4.9620 4.7794 Rectangle
3533u N35 N33 4.0000 3.9000 4.9620 4.0000 Rectangle
2217o N22 N17 3.4000 2.9500 2.2736 2.2736 Natural
2217u N22 N17 1.8600 1.7500 2.6351 2.2736 Circular
2019o N20 N19 7.0000 6.0000 4.7782 4.7782 Natural
2019u N20 N19 6.0000 4.5000 6.2418 4.7782 Circular
1918o N19 N18 6.0000 3.0000 2.5678 2.5678 Natural
1918u N19 N18 4.5000 1.9000 4.7782 2.5678 Circular
1817o N18 N17 3.0000 2.9500 2.2736 2.2736 Natural
1817u N18 N17 1.9000 1.7500 2.5678 2.2736 Circular
1009o N10 N9 4.6000 3.5000 2.7145 2.7145 Natural
1009u N10 N9 3.6000 2.5000 3.7743 2.7145 Circular
0706o N7 N6 5.0000 4.5000 4.2993 4.2993 Natural
0706u N7 N6 4.0000 3.5000 4.6588 4.2993 Circular
0604o N6 N4 4.5000 2.8000 2.2235 2.2235 Natural
0604u N6 N4 3.5000 1.7000 4.2992 2.2235 Circular
0504o N5 N4 4.3000 2.8000 2.2235 2.2235 Natural
0504u N5 N4 3.3000 1.7000 3.4683 2.2235 Circular
0403o N4 N3 2.8000 2.0000 1.6048 1.6048 Natural
0403u N4 N3 1.7000 1.1000 2.2235 1.6048 Circular
0302o N3 N2 1.8200 1.8100 1.5740 1.5740 Natural
0302u N3 N2 1.1000 1.0500 1.6048 1.5740 Rectangle
14b14ao N14B N14A 2.9900 2.5000 2.4246 2.4246 Natural
14b14au N14B N14A 1.8000 1.6000 2.9195 2.4246 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 0.3926 0.1887 0.0058 0.2086 0.0000 0.6012 207.8955 0
N53 -0.7010 -0.1602 0.0103 0.2362 0.0000 -0.4647 437.3871 0
N52 -0.7090 -0.1353 0.0104 0.1116 0.0000 -0.5974 523.9554 0
N38 -0.9538 -0.0564 0.0140 1.1178 0.0000 0.1640 1691.9164 0
N51B -0.5634 -0.0920 0.0083 0.2479 0.0000 -0.3155 611.9658 0
N48 -0.8903 -0.1009 0.0131 0.3049 0.0000 -0.5854 882.1489 0
N50B 0.2854 0.1486 0.0042 1.0220 0.0000 1.3074 191.6114 0
N49B -0.6320 -0.1797 0.0093 0.0505 0.0000 -0.5816 351.7210 0
N47 -0.0463 -0.0128 0.0007 0.0461 0.0000 -0.0002 362.3590 0
N46 -0.6125 -0.1638 0.0090 0.1651 0.0000 -0.4474 373.8974 0
N45 3.2634 0.2055 0.0481 0.7784 0.0000 4.0419 1587.2745 0
N43 -0.0466 -0.0227 0.0007 0.0394 0.0000 -0.0071 205.2087 0
N42 -0.3433 -0.0859 0.0051 0.0769 0.0000 -0.2664 399.7244 0
N41 -0.0737 -0.0184 0.0011 0.0881 0.0000 0.0144 400.0059 0
N44 0.0119 0.0042 0.0002 0.0498 0.0000 0.0617 282.0814 0
N40 -3.3905 -0.4454 0.0499 0.2254 0.0000 -3.1651 761.1442 0
N39 -0.8850 -0.5992 0.0130 0.0265 0.0000 -0.8585 147.6817 0
N37 0.8522 0.3811 0.0126 0.0695 0.0000 0.9217 223.5931 0
N36 3.7741 0.2178 0.0556 1.7858 0.0000 5.5598 1731.8955 0
N35 69.0086 4.3896 1.0165 317.3059 0.0000 386.3145 1413.4307 0
N34 -0.0003 0.0000 0.0000 0.0003 0.0000 0.0000 0.0000 0
N33 -1.3810 -0.1347 0.0203 6.1842 0.0000 4.8033 1022.4155 0
N31 -0.5417 -0.1611 0.0080 0.2944 0.0000 -0.2473 335.9948 0
N30 -1.5087 -0.1180 0.0222 0.7256 0.0000 -0.7831 1278.1005 0
N29 -2.7997 -0.4037 0.0412 0.6906 0.0000 -2.1092 693.1727 0
N28 -0.6171 -0.1597 0.0091 0.0953 0.0000 -0.5218 386.4024 0
N27 -1.5495 -0.1448 0.0228 0.9988 0.0000 -0.5507 1069.7025 0
N26 2.9150 5.3329 0.0429 1.2394 0.0000 4.1544 54.0414 0
N25 -1.8393 -0.1716 0.0271 0.2334 0.0000 -1.6059 1071.4654 0
N24 -1.2558 -0.0534 0.0185 0.5509 0.0000 -0.7049 2352.6728 0
N23 -3.7166 -0.6108 0.0547 0.3207 0.0000 -3.3960 608.3118 0
N22 -2.5535 -0.0804 0.0376 0.9548 0.0000 -1.5987 3176.5531 0
N21 0.1989 0.0591 0.0029 1.0443 0.0000 1.2433 336.1625 0
N20 -0.2687 -0.0258 0.0040 0.1141 0.0000 -0.1546 1041.2253 0
N19 -2.1485 -0.1146 0.0316 0.8934 0.0000 -1.2551 1874.8963 0
N18 -1.9935 -0.0834 0.0294 1.0293 0.0000 -0.9642 2389.5109 0
N17 -3.5523 -0.0588 0.0523 1.4613 0.0000 -2.0910 6040.2885 0
N16 -5.1886 -0.0836 0.0764 2.8754 0.0000 -2.3132 6203.4139 0
N15 -3.9801 -0.0521 0.0586 5.8635 0.0000 1.8833 7632.1101 0
N14B -0.7950 -0.3493 0.0117 0.2764 0.0000 -0.5186 227.4369 0
N14A -0.6337 -0.0511 0.0093 7.4714 0.0500 6.7877 1236.9840 0
N13 -3.6171 -0.3379 0.0533 0.5858 0.0000 -3.0313 1070.0134 0
N12 -8.6364 -0.7990 0.1272 0.2950 0.0000 -8.3414 1080.7274 0
N11 -6.7825 -0.3615 0.0999 1.9105 0.0000 -4.8720 1875.5039 0
N10 -0.1898 -0.0545 0.0028 0.0621 0.0000 -0.1276 347.9445 0
N9 -0.4156 -0.1193 0.0061 0.1414 0.0000 -0.2742 348.3273 0
N8 -0.7037 -0.1041 0.0104 0.2375 0.0000 -0.4662 676.1670 0
N7 -0.2048 -0.0651 0.0030 0.0597 0.0000 -0.1451 314.8225 0
N6 -0.8419 -0.0643 0.0124 0.2295 0.0000 -0.6125 1310.1872 0
N5 -0.1341 -0.0399 0.0020 0.1120 0.0000 -0.0221 335.5861 0
N4 -2.3850 -0.0798 0.0351 0.5648 0.0000 -1.8202 2987.3671 0
N3 -7.7953 -0.1599 0.1148 3.9079 0.0000 -3.8874 4872.6105 0
N2 -8.5788 -0.0668 0.1264 7.0524 0.0000 -1.5264 12830.2479 0
N1 -1.9429 -0.0151 0.0286 1.1643 0.0000 -0.7786 12831.6178 0
N50 -0.0003 0.0000 0.0000 0.0003 0.0000 0.0000 0.0000 0
N49 -0.2017 -1.8571 0.0030 0.0004 0.0000 -0.2014 10.8619 0
N51 -0.3447 -0.4747 0.0051 0.0003 0.0000 -0.3444 72.6058 0
The total continuity error was -8.2433 cubic meters
The remaining total volume was 373.60 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 104.2279 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N53 0.0000 0.0000 114.7836 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N52 0.0000 0.0000 42.7174 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N38 0.0000 0.0000 127.3128 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N51B 0.0000 0.0000 77.3444 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N50B 0.0000 0.0000 96.4514 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N49B 0.0000 0.0000 80.4356 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N47 0.0000 0.0000 181.1509 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N45 0.0000 0.0000 167.1139 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N43 0.0000 0.0000 102.5784 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N42 0.0000 0.0000 97.0859 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N44 0.0000 0.0000 141.0489 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N40 0.0000 0.0000 37.9961 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N39 0.0000 0.0000 73.3970 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N37 0.0000 0.0000 112.2316 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N36 0.0000 0.0000 139.9373 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N35 0.0000 0.0000 36.6412 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N31 0.0000 0.0000 167.8174 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N30 0.0000 0.0000 122.8875 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N29 0.0000 0.0000 320.5516 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N28 0.0000 0.0000 192.8992 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N27 0.0000 0.0000 341.0849 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N26 0.0000 0.0000 28.9157 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N23 0.0000 0.0000 302.4384 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N22 0.0000 0.0000 105.0907 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N21 0.0000 0.0000 168.6714 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N20 0.0000 0.0000 520.4911 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N19 0.0000 0.0000 416.0927 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N18 0.0000 0.0000 256.2300 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N17 0.0000 0.0000 68.2689 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N11 0.0000 0.0000 390.9578 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N10 0.0000 0.0000 173.8895 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N8 0.0000 0.0000 163.5301 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N7 0.0000 0.0000 157.3189 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N6 0.0000 0.0000 497.2908 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N5 0.0000 0.0000 167.7617 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N4 0.0000 0.0000 331.3436 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N2 0.0000 0.0000 161.6997 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 6416.1241 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 0.1158 0.0000
N53 0.0000 0.0000 0.0000 1.0511 0.0000
N52 0.0000 0.0000 0.0000 1.0434 0.0000
N38 0.0000 0.0000 0.0000 1.0246 0.0000
N51B 0.0000 0.0000 0.0000 1.2144 0.0000
N48 0.0000 0.0000 0.0000 1.0066 0.0000
N50B 0.0000 0.0000 0.0000 1.1861 0.0000
N49B 0.0000 0.0000 0.0000 1.2118 0.0000
N47 0.0000 0.0000 0.0000 0.1984 0.0000
N46 0.0000 0.0000 0.0000 0.6609 0.0000
N45 0.0000 0.0000 0.0000 1.0612 0.0000
N43 0.0000 0.0000 0.0000 0.0555 0.0000
N42 0.0000 0.0000 0.0000 0.0759 0.0000
N41 0.0000 0.0000 0.0000 0.1743 0.0000
N44 0.0000 0.0000 0.0000 0.0615 0.0000
N40 0.0000 0.0000 0.0000 0.6186 0.0000
N39 0.0000 0.0000 0.0000 1.0124 0.0000
N37 0.0000 0.0000 0.0000 0.0486 0.0000
N36 0.0000 0.0000 0.0000 1.1423 0.0000
N35 0.0000 0.0000 0.0000 427.8885 0.0000
N34 0.0000 0.0000 0.0000 0.0000 0.0000
N33 0.0000 0.0000 0.0000 0.2497 0.0000
N31 0.0000 0.0000 0.0000 0.0152 0.0000
N30 0.0000 0.0000 0.0000 0.3984 0.0000
N29 0.0000 0.0000 0.0000 0.0790 0.0000
N28 0.0000 0.0000 0.0000 0.0587 0.0000
N27 0.0000 0.0000 0.0000 1.3532 0.0000
N26 0.0000 0.0000 0.0000 0.0470 0.0000
N25 2.8056 0.0000 0.0000 0.4149 0.0000
N24 0.0000 0.0000 0.0000 0.5167 0.0000
N23 0.0000 0.0000 0.0000 0.0954 0.0000
N22 0.0000 0.0000 0.0000 0.7751 0.0000
N21 0.0000 0.0000 0.0000 1.0316 0.0000
N20 0.0000 0.0000 0.0000 0.2418 0.0000
N19 0.0000 0.0000 0.0000 0.2782 0.0000
N18 0.0000 0.0000 0.0000 0.6678 0.0000
N17 0.0000 0.0000 0.0000 0.5236 0.0000
N16 8.2500 0.0000 0.0000 1.1949 0.0000
N15 8.3889 0.0000 0.0000 0.9002 0.0000
N14B 0.0000 0.0000 0.0000 1.1195 0.0000
N14A 0.0000 0.0000 0.0000 0.8246 0.0000
N13 0.0000 0.0000 0.0000 0.4728 0.0000
N12 0.0000 0.0000 0.0000 0.4902 0.0000
N11 0.0000 0.0000 0.0000 0.5261 0.0000
N10 0.0000 0.0000 0.0000 0.1743 0.0000
N9 0.0000 0.0000 0.0000 0.2145 0.0000
N8 0.0000 0.0000 0.0000 0.4388 0.0000
N7 0.0000 0.0000 0.0000 0.6589 0.0000
N6 0.0000 0.0000 0.0000 0.7993 0.0000
N5 0.0000 0.0000 0.0000 0.1683 0.0000
N4 0.0000 0.0000 0.0000 0.5235 0.0000
N3 0.0000 0.0000 0.0000 0.5048 0.0000
N2 0.0000 0.0000 0.0000 0.5240 0.0000
N1 0.0000 0.0000 0.0000 0.5231 0.0000
N50 0.0000 0.0000 0.0000 0.0000 0.0000
N49 0.0000 0.0000 0.0000 0.0098 0.0000
N51 0.0000 0.0000 0.0000 0.0151 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 0.010 percent
The Junction with the largest average change was.N49B with 0.125 percent
The Conduit with the largest sinuosity was.......51b48 with 4.717
*===================================================================*
| 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 104.2454 0.0145
N53 114.8046 0.0159
N52 42.7290 0.0059
N38 127.3339 0.0177
N51B 77.3661 0.0107
N50B 96.4772 0.0134
N49B 80.4587 0.0112
N47 181.1847 0.0252
N45 167.1464 0.0232
N43 102.5973 0.0142
N42 97.1118 0.0135
N44 141.0820 0.0196
N40 38.0060 0.0053
N39 73.4153 0.0102
N37 112.2581 0.0156
N36 139.9699 0.0194
N35 36.6530 0.0051
N31 167.8573 0.0233
N30 122.9194 0.0171
N29 320.6185 0.0445
N28 192.9443 0.0268
N27 341.1493 0.0474
N26 28.9201 0.0040
N23 302.5252 0.0420
N22 105.1106 0.0146
N21 168.7118 0.0234
N20 520.5480 0.0723
N19 416.1660 0.0578
N18 256.2693 0.0356
N17 68.2826 0.0095
N11 391.0152 0.0543
N10 173.9250 0.0242
N8 163.5617 0.0227
N7 157.3490 0.0219
N6 497.3629 0.0691
N5 167.7952 0.0233
N4 331.4071 0.0460
N2 161.7249 0.0225
N1 -6416.1241 -0.8911
Outflow Outflow Average
Junction Volume m^3 Outflow, cms
--------------- ------------ ------------
N1 6416.1241 0.8911
*=====================================================*
| Initial system volume = 0.0500 Cu M |
| Total system inflow volume = 6787.6859 Cu M |
| Inflow + Initial volume = 6787.7359 Cu M |
*=====================================================*
| Total system outflow = 6416.1241 Cu M |
| Volume left in system = 373.5974 Cu M |
| Evaporation = 0.0000 Cu M |
| Outflow + Final Volume = 6789.7215 Cu M |
*=====================================================*
*===============================================*
| Total Model Continuity Error |
| Error in Continuity, Percent = -0.0293 |
| Error in Continuity, m^3 = -1.986 |
| + Error means a continuity loss, - a gain |
*===============================================*
###################################################
# Table E22. Numerical Model judgement section #
###################################################
Your overall error was -0.0293 percent
Worst nodal error was in node N35 with 4.8811 percent
Of the total inflow this loss was 1.0167 percent
Your overall continuity error was Excellent
Excellent Efficiency
Efficiency of the simulation 1.26
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\m2y1p5.out
*==============================================================*
| SWMM Simulation Date and Time Summary |
*==============================================================*
| Starting Date... October 10, 2017 Time... 21:12: 9:17 |
| Ending Date... October 10, 2017 Time... 21:12:19:92 |
| Elapsed Time... 0.17917 minutes or 10.75000 seconds |
*==============================================================*
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