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m1y1p5.out
From the archive XPXtrm.zip, inside Further information re: stormwater modelling - REC17/0011. File date in the archive: 2017-10-10 20:50.
5.7000 5.7000 5.7000 Natural
49b40 N49B N49 5.2000 5.0000 5.2080 5.0068 Natural
51b50 N51B N51 5.0000 4.8000 5.0137 4.8137 Natural
L610 N33 N14A 2.6000 1.6000 2.7884 2.3848 Circular
51b48 N51B N48 3.8000 3.6000 5.0137 4.6060 Circular
5352o N53 N52 8.4000 7.1000 8.4457 7.1454 Natural
5352u N53 N52 7.4000 6.1000 8.4457 7.1337 Circular
5238o N52 N38 7.1000 6.0000 7.1337 6.0287 Natural
5238u N52 N38 6.1000 5.0000 7.1337 5.9584 Circular
3851o N38 N51B 6.3000 5.0000 5.9584 5.0137 Natural
3851u N38 N51B 5.0000 3.8000 5.9584 5.0137 Circular
5049u N50B N49B 5.7000 5.0000 5.8584 5.2080 Circular
4948u N49B N48 4.0000 3.6000 5.2080 4.6060 Circular
4845o N48 N45 4.6000 3.5000 4.6060 3.5551 Natural
4845u N48 N45 3.6000 2.5000 4.6060 3.5551 Circular
4746o N47 N46 4.6000 4.0000 3.6283 3.6283 Natural
4746u N47 N46 3.6000 3.0000 3.7633 3.6283 Circular
4645o N46 N45 4.0000 3.5000 3.6283 3.5551 Natural
4645u N46 N45 3.0000 2.5000 3.6283 3.5551 Circular
4140o N41 N40 7.6000 6.6000 6.1310 6.1310 Natural
4140u N41 N40 6.6000 5.6000 6.7457 6.1310 Circular
4038o N40 N38 6.6000 6.0000 5.9584 5.9584 Natural
4038u N40 N38 5.6000 5.0000 6.1310 5.9584 Circular
3938o N39 N38 7.0000 6.0000 7.0107 6.0049 Natural
3938u N39 N38 6.0000 5.0000 7.0107 5.9584 Circular
3836o N38 N36 6.0000 5.5200 5.9584 5.5767 Natural
3836u N38 N36 5.0000 4.4700 5.9584 5.5767 Circular
3635o N36 N35 5.6000 5.4500 4.9204 4.9204 Natural
3635u N36 N35 4.4700 4.0000 5.5767 4.9204 Circular
3533o N35 N33 4.8600 4.6800 4.9204 4.7381 Rectangle
3533u N35 N33 4.0000 3.9000 4.9204 4.0000 Rectangle
2217o N22 N17 3.4000 2.9500 2.2070 2.2070 Natural
2217u N22 N17 1.8600 1.7500 2.5526 2.2070 Circular
2019o N20 N19 7.0000 6.0000 4.7589 4.7589 Natural
2019u N20 N19 6.0000 4.5000 6.2179 4.7589 Circular
1918o N19 N18 6.0000 3.0000 2.4771 2.4771 Natural
1918u N19 N18 4.5000 1.9000 4.7590 2.4771 Circular
1817o N18 N17 3.0000 2.9500 2.2070 2.2070 Natural
1817u N18 N17 1.9000 1.7500 2.4771 2.2070 Circular
1009o N10 N9 4.6000 3.5000 2.6800 2.6800 Natural
1009u N10 N9 3.6000 2.5000 3.7634 2.6800 Circular
0706o N7 N6 5.0000 4.5000 3.8296 3.8296 Natural
0706u N7 N6 4.0000 3.5000 4.2086 3.8296 Circular
0604o N6 N4 4.5000 2.8000 2.1787 2.1787 Natural
0604u N6 N4 3.5000 1.7000 3.8296 2.1787 Circular
0504o N5 N4 4.3000 2.8000 2.1787 2.1787 Natural
0504u N5 N4 3.3000 1.7000 3.4432 2.1787 Circular
0403o N4 N3 2.8000 2.0000 1.5701 1.5701 Natural
0403u N4 N3 1.7000 1.1000 2.1787 1.5701 Circular
0302o N3 N2 1.8200 1.8100 1.5440 1.5440 Natural
0302u N3 N2 1.1000 1.0500 1.5701 1.5440 Rectangle
14b14ao N14B N14A 2.9900 2.5000 2.3848 2.3848 Natural
14b14au N14B N14A 1.8000 1.6000 2.8002 2.3848 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 0.3884 0.2103 0.0064 0.2022 0.0000 0.5906 184.5432 0
N53 -0.4912 -0.1265 0.0081 0.2288 0.0000 -0.2624 388.1590 0
N52 -0.7917 -0.1701 0.0131 0.1083 0.0000 -0.6834 465.3734 0
N38 -1.6826 -0.1119 0.0278 1.0767 0.0000 -0.6058 1502.5888 0
N51B -0.4983 -0.0870 0.0082 0.2402 0.0000 -0.2581 572.6888 0
N48 -0.7691 -0.0920 0.0127 0.2953 0.0000 -0.4738 836.0383 0
N50B 0.1425 0.0830 0.0024 1.0216 0.0000 1.1640 171.0717 0
N49B -0.4966 -0.1582 0.0082 0.0492 0.0000 -0.4474 313.8203 0
N47 -0.0313 -0.0097 0.0005 0.0445 0.0000 0.0132 322.2418 0
N46 -0.8912 -0.2719 0.0147 0.1593 0.0000 -0.7319 327.6434 0
N45 1.0114 0.0692 0.0167 0.7609 0.0000 1.7723 1460.3603 0
N43 -0.0172 -0.0094 0.0003 0.0385 0.0000 0.0213 182.2399 0
N42 -0.2975 -0.0836 0.0049 0.0750 0.0000 -0.2225 355.7833 0
N41 -0.1318 -0.0370 0.0022 0.0857 0.0000 -0.0461 356.0955 0
N44 0.3127 0.1245 0.0052 0.0484 0.0000 0.3611 251.2279 0
N40 -1.2198 -0.1805 0.0202 0.2191 0.0000 -1.0008 675.8553 0
N39 -0.6048 -0.4597 0.0100 0.0258 0.0000 -0.5790 131.5666 0
N37 0.7120 0.3567 0.0118 0.0676 0.0000 0.7796 199.5617 0
N36 -0.2981 -0.0197 0.0049 1.7329 0.0000 1.4348 1515.7708 0
N35 63.6988 4.6844 1.0530 312.7156 0.0000 376.4144 1203.4472 0
N34 -0.0003 0.0000 0.0000 0.0003 0.0000 0.0000 0.0000 0
N33 -1.2434 -0.1507 0.0206 6.1555 0.0000 4.9121 822.2114 0
N31 -0.4004 -0.1335 0.0066 0.2861 0.0000 -0.1143 299.6772 0
N30 -1.3045 -0.1150 0.0216 0.6994 0.0000 -0.6051 1134.4503 0
N29 -2.5068 -0.4088 0.0414 0.6574 0.0000 -1.8494 612.8989 0
N28 -0.5674 -0.1646 0.0094 0.0927 0.0000 -0.4747 344.6910 0
N27 -1.3609 -0.1426 0.0225 0.9692 0.0000 -0.3917 953.8394 0
N26 4.9041 10.6642 0.0811 1.1938 0.0000 6.0979 45.3896 0
N25 -1.8320 -0.1917 0.0303 0.2264 0.0000 -1.6056 955.8052 0
N24 -1.3236 -0.0632 0.0219 0.5327 0.0000 -0.7909 2093.2905 0
N23 -3.0116 -0.5550 0.0498 0.3088 0.0000 -2.7028 542.4589 0
N22 -2.5976 -0.0919 0.0429 0.9207 0.0000 -1.6770 2827.3311 0
N21 -0.5386 -0.1789 0.0089 1.0433 0.0000 0.5047 300.5161 0
N20 -0.2279 -0.0246 0.0038 0.1100 0.0000 -0.1179 927.6350 0
N19 -2.0087 -0.1202 0.0332 0.8616 0.0000 -1.1471 1670.1383 0
N18 -1.8366 -0.0863 0.0304 0.9931 0.0000 -0.8435 2127.6638 0
N17 -3.3125 -0.0616 0.0548 1.4181 0.0000 -1.8944 5377.6020 0
N16 -4.6579 -0.0825 0.0770 2.8263 0.0000 -1.8316 5646.5232 0
N15 -4.0234 -0.0574 0.0665 5.7680 0.0000 1.7447 7003.7214 0
N14B -0.2702 -0.1822 0.0045 0.2744 0.0000 0.0042 148.1515 0
N14A -0.6673 -0.0694 0.0110 7.4335 0.0500 6.7162 958.4232 0
N13 -3.7719 -0.5501 0.0624 0.5774 0.0000 -3.1945 685.3543 0
N12 -8.6662 -1.2442 0.1433 0.2772 0.0000 -8.3891 696.3798 0
N11 -5.5411 -0.3949 0.0916 1.8430 0.0000 -3.6982 1402.2371 0
N10 -0.1588 -0.0511 0.0026 0.0604 0.0000 -0.0984 310.5614 0
N9 -0.3288 -0.1058 0.0054 0.1374 0.0000 -0.1915 310.8420 0
N8 -0.7175 -0.1189 0.0119 0.2305 0.0000 -0.4871 603.4950 0
N7 -0.1018 -0.0363 0.0017 0.0581 0.0000 -0.0438 280.9190 0
N6 -0.7655 -0.0655 0.0127 0.2226 0.0000 -0.5429 1168.6456 0
N5 -0.1311 -0.0438 0.0022 0.1087 0.0000 -0.0224 299.5916 0
N4 -2.5145 -0.0943 0.0416 0.5469 0.0000 -1.9676 2666.1898 0
N3 -7.5480 -0.1850 0.1248 3.8133 0.0000 -3.7347 4077.0291 0
N2 -7.6222 -0.0670 0.1260 6.9302 0.0000 -0.6920 11369.5430 0
N1 -1.7617 -0.0155 0.0291 1.1420 0.0000 -0.6198 11370.2688 0
N50 -0.0003 0.0000 0.0000 0.0003 0.0000 0.0000 0.0000 0
N49 -0.0954 -2.0518 0.0016 0.0004 0.0000 -0.0951 4.6518 0
N51 -0.3087 -0.6522 0.0051 0.0003 0.0000 -0.3084 47.3240 0
The total continuity error was -10.776 cubic meters
The remaining total volume was 367.91 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 92.5488 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N53 0.0000 0.0000 101.9426 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N52 0.0000 0.0000 38.0969 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N38 0.0000 0.0000 113.4531 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N51B 0.0000 0.0000 68.9821 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N50B 0.0000 0.0000 86.1086 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N49B 0.0000 0.0000 71.7417 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N47 0.0000 0.0000 161.1075 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N45 0.0000 0.0000 148.6468 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N43 0.0000 0.0000 91.1073 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N42 0.0000 0.0000 86.6339 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N44 0.0000 0.0000 125.7701 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N40 0.0000 0.0000 33.9258 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N39 0.0000 0.0000 65.4790 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N37 0.0000 0.0000 100.1376 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N36 0.0000 0.0000 124.8216 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N35 0.0000 0.0000 32.7314 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N31 0.0000 0.0000 149.7301 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N30 0.0000 0.0000 109.6317 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N29 0.0000 0.0000 285.8472 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N28 0.0000 0.0000 172.0664 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N27 0.0000 0.0000 304.1077 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N26 0.0000 0.0000 25.7399 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N23 0.0000 0.0000 269.8558 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N22 0.0000 0.0000 93.3431 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N21 0.0000 0.0000 150.4705 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N20 0.0000 0.0000 463.7084 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N19 0.0000 0.0000 370.5749 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N18 0.0000 0.0000 227.7909 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N17 0.0000 0.0000 60.7521 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N11 0.0000 0.0000 347.0673 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N10 0.0000 0.0000 155.2149 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N8 0.0000 0.0000 145.9619 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N7 0.0000 0.0000 140.4104 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N6 0.0000 0.0000 443.5422 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N5 0.0000 0.0000 149.7489 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N4 0.0000 0.0000 295.7695 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N2 0.0000 0.0000 143.5953 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 5685.3976 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 0.1109 0.0000
N53 0.0000 0.0000 0.0000 1.0457 0.0000
N52 0.0000 0.0000 0.0000 1.0337 0.0000
N38 0.0000 0.0000 0.0000 0.9584 0.0000
N51B 0.0000 0.0000 0.0000 1.2137 0.0000
N48 0.0000 0.0000 0.0000 1.0060 0.0000
N50B 0.0000 0.0000 0.0000 1.1585 0.0000
N49B 0.0000 0.0000 0.0000 1.2080 0.0000
N47 0.0000 0.0000 0.0000 0.1634 0.0000
N46 0.0000 0.0000 0.0000 0.6283 0.0000
N45 0.0000 0.0000 0.0000 1.0551 0.0000
N43 0.0000 0.0000 0.0000 0.0530 0.0000
N42 0.0000 0.0000 0.0000 0.0725 0.0000
N41 0.0000 0.0000 0.0000 0.1457 0.0000
N44 0.0000 0.0000 0.0000 0.0587 0.0000
N40 0.0000 0.0000 0.0000 0.5310 0.0000
N39 0.0000 0.0000 0.0000 1.0107 0.0000
N37 0.0000 0.0000 0.0000 0.0462 0.0000
N36 0.0000 0.0000 0.0000 1.1067 0.0000
N35 0.0000 0.0000 0.0000 405.7767 0.0000
N34 0.0000 0.0000 0.0000 0.0000 0.0000
N33 0.0000 0.0000 0.0000 0.1884 0.0000
N31 0.0000 0.0000 0.0000 0.0144 0.0000
N30 0.0000 0.0000 0.0000 0.3491 0.0000
N29 0.0000 0.0000 0.0000 0.0752 0.0000
N28 0.0000 0.0000 0.0000 0.0560 0.0000
N27 0.0000 0.0000 0.0000 1.0665 0.0000
N26 0.0000 0.0000 0.0000 0.0405 0.0000
N25 0.0000 0.0000 0.0000 0.3213 0.0000
N24 0.0000 0.0000 0.0000 0.4210 0.0000
N23 0.0000 0.0000 0.0000 0.0912 0.0000
N22 0.0000 0.0000 0.0000 0.6926 0.0000
N21 0.0000 0.0000 0.0000 1.0299 0.0000
N20 0.0000 0.0000 0.0000 0.2179 0.0000
N19 0.0000 0.0000 0.0000 0.2590 0.0000
N18 0.0000 0.0000 0.0000 0.5771 0.0000
N17 0.0000 0.0000 0.0000 0.4570 0.0000
N16 5.2778 0.0000 0.0000 1.1208 0.0000
N15 6.3333 0.0000 0.0000 0.8708 0.0000
N14B 0.0000 0.0000 0.0000 1.0002 0.0000
N14A 0.0000 0.0000 0.0000 0.7848 0.0000
N13 0.0000 0.0000 0.0000 0.4445 0.0000
N12 0.0000 0.0000 0.0000 0.4709 0.0000
N11 0.0000 0.0000 0.0000 0.4770 0.0000
N10 0.0000 0.0000 0.0000 0.1634 0.0000
N9 0.0000 0.0000 0.0000 0.1800 0.0000
N8 0.0000 0.0000 0.0000 0.3703 0.0000
N7 0.0000 0.0000 0.0000 0.2086 0.0000
N6 0.0000 0.0000 0.0000 0.3296 0.0000
N5 0.0000 0.0000 0.0000 0.1432 0.0000
N4 0.0000 0.0000 0.0000 0.4787 0.0000
N3 0.0000 0.0000 0.0000 0.4701 0.0000
N2 0.0000 0.0000 0.0000 0.4940 0.0000
N1 0.0000 0.0000 0.0000 0.4934 0.0000
N50 0.0000 0.0000 0.0000 0.0000 0.0000
N49 0.0000 0.0000 0.0000 0.0068 0.0000
N51 0.0000 0.0000 0.0000 0.0137 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 0.008 percent
The Junction with the largest average change was.N49B with 0.111 percent
The Conduit with the largest sinuosity was.......4948u with 4.685
*===================================================================*
| 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 92.5648 0.0129
N53 101.9615 0.0142
N52 38.1067 0.0053
N38 113.4722 0.0158
N51B 69.0003 0.0096
N50B 86.1305 0.0120
N49B 71.7611 0.0100
N47 161.1373 0.0224
N45 148.6754 0.0206
N43 91.1244 0.0127
N42 86.6560 0.0120
N44 125.7989 0.0175
N40 33.9342 0.0047
N39 65.4948 0.0091
N37 100.1606 0.0139
N36 124.8500 0.0173
N35 32.7411 0.0045
N31 149.7647 0.0208
N30 109.6590 0.0152
N29 285.9065 0.0397
N28 172.1056 0.0239
N27 304.1656 0.0422
N26 25.7440 0.0036
N23 269.9292 0.0375
N22 93.3609 0.0130
N21 150.5057 0.0209
N20 463.7628 0.0644
N19 370.6410 0.0515
N18 227.8266 0.0316
N17 60.7641 0.0084
N11 347.1195 0.0482
N10 155.2466 0.0216
N8 145.9904 0.0203
N7 140.4375 0.0195
N6 443.6094 0.0616
N5 149.7789 0.0208
N4 295.8266 0.0411
N2 143.6181 0.0199
N1 -5685.3976 -0.7896
Outflow Outflow Average
Junction Volume m^3 Outflow, cms
--------------- ------------ ------------
N1 5685.3976 0.7896
*=====================================================*
| Initial system volume = 0.0500 Cu M |
| Total system inflow volume = 6048.1637 Cu M |
| Inflow + Initial volume = 6048.2137 Cu M |
*=====================================================*
| Total system outflow = 5685.3976 Cu M |
| Volume left in system = 367.9148 Cu M |
| Evaporation = 0.0000 Cu M |
| Outflow + Final Volume = 6053.3123 Cu M |
*=====================================================*
*===============================================*
| Total Model Continuity Error |
| Error in Continuity, Percent = -0.0843 |
| Error in Continuity, m^3 = -5.099 |
| + Error means a continuity loss, - a gain |
*===============================================*
###################################################
# Table E22. Numerical Model judgement section #
###################################################
Your overall error was -0.0843 percent
Worst nodal error was in node N35 with 5.2914 percent
Of the total inflow this loss was 1.0532 percent
Your overall continuity error was Excellent
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\m1y1p5.out
*==============================================================*
| SWMM Simulation Date and Time Summary |
*==============================================================*
| Starting Date... October 10, 2017 Time... 20:50:13: 9 |
| Ending Date... October 10, 2017 Time... 20:50:23:51 |
| Elapsed Time... 0.17367 minutes or 10.42000 seconds |
*==============================================================*
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