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m1y2hr.out
From the archive XPXtrm.zip, inside Further information re: stormwater modelling - REC17/0011. File date in the archive: 2017-10-10 20:54.
5.7000 5.7000 5.7000 Natural
49b40 N49B N49 5.2000 5.0000 5.2071 5.0052 Natural
51b50 N51B N51 5.0000 4.8000 5.0124 4.8125 Natural
L610 N33 N14A 2.6000 1.6000 2.7707 2.3552 Circular
51b48 N51B N48 3.8000 3.6000 5.0124 4.6056 Circular
5352o N53 N52 8.4000 7.1000 8.4428 7.1423 Natural
5352u N53 N52 7.4000 6.1000 8.4428 7.1263 Circular
5238o N52 N38 7.1000 6.0000 7.1263 6.0208 Natural
5238u N52 N38 6.1000 5.0000 7.1263 5.8733 Circular
3851o N38 N51B 6.3000 5.0000 5.8733 5.0124 Natural
3851u N38 N51B 5.0000 3.8000 5.8733 5.0124 Circular
5049u N50B N49B 5.7000 5.0000 5.8505 5.2071 Circular
4948u N49B N48 4.0000 3.6000 5.2071 4.6056 Circular
4845o N48 N45 4.6000 3.5000 4.6056 3.5515 Natural
4845u N48 N45 3.6000 2.5000 4.6056 3.5515 Circular
4746o N47 N46 4.6000 4.0000 3.6125 3.6125 Natural
4746u N47 N46 3.6000 3.0000 3.7475 3.6125 Circular
4645o N46 N45 4.0000 3.5000 3.6125 3.5515 Natural
4645u N46 N45 3.0000 2.5000 3.6125 3.5515 Circular
4140o N41 N40 7.6000 6.6000 6.0581 6.0581 Natural
4140u N41 N40 6.6000 5.6000 6.7336 6.0581 Circular
4038o N40 N38 6.6000 6.0000 5.8733 5.8733 Natural
4038u N40 N38 5.6000 5.0000 6.0581 5.8733 Circular
3938o N39 N38 7.0000 6.0000 7.0055 6.0014 Natural
3938u N39 N38 6.0000 5.0000 7.0055 5.8733 Circular
3836o N38 N36 6.0000 5.5200 5.4879 5.4879 Natural
3836u N38 N36 5.0000 4.4700 5.8733 5.4879 Circular
3635o N36 N35 5.6000 5.4500 4.9078 4.9078 Natural
3635u N36 N35 4.4700 4.0000 5.4879 4.9078 Circular
3533o N35 N33 4.8600 4.6800 4.9078 4.7251 Rectangle
3533u N35 N33 4.0000 3.9000 4.9078 4.0000 Rectangle
2217o N22 N17 3.4000 2.9500 2.1840 2.1840 Natural
2217u N22 N17 1.8600 1.7500 2.5203 2.1840 Circular
2019o N20 N19 7.0000 6.0000 4.7480 4.7480 Natural
2019u N20 N19 6.0000 4.5000 6.2035 4.7480 Circular
1918o N19 N18 6.0000 3.0000 2.4393 2.4393 Natural
1918u N19 N18 4.5000 1.9000 4.7480 2.4393 Circular
1817o N18 N17 3.0000 2.9500 2.1840 2.1840 Natural
1817u N18 N17 1.9000 1.7500 2.4393 2.1840 Circular
1009o N10 N9 4.6000 3.5000 2.6736 2.6736 Natural
1009u N10 N9 3.6000 2.5000 3.7572 2.6736 Circular
0706o N7 N6 5.0000 4.5000 3.7849 3.7849 Natural
0706u N7 N6 4.0000 3.5000 4.1886 3.7849 Circular
0604o N6 N4 4.5000 2.8000 2.1537 2.1537 Natural
0604u N6 N4 3.5000 1.7000 3.7849 2.1537 Circular
0504o N5 N4 4.3000 2.8000 2.1537 2.1537 Natural
0504u N5 N4 3.3000 1.7000 3.4413 2.1537 Circular
0403o N4 N3 2.8000 2.0000 1.5508 1.5508 Natural
0403u N4 N3 1.7000 1.1000 2.1537 1.5508 Circular
0302o N3 N2 1.8200 1.8100 1.5274 1.5274 Natural
0302u N3 N2 1.1000 1.0500 1.5508 1.5274 Rectangle
14b14ao N14B N14A 2.9900 2.5000 2.3552 2.3552 Natural
14b14au N14B N14A 1.8000 1.6000 2.6408 2.3552 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 1.2242 0.6265 0.0189 0.5128 0.0000 1.7370 195.1665 0
N53 -1.0489 -0.2549 0.0162 0.6143 0.0000 -0.4346 411.1393 0
N52 -0.6162 -0.1246 0.0095 0.2982 0.0000 -0.3181 494.2689 0
N38 -2.0194 -0.1259 0.0311 2.3460 0.0000 0.3266 1602.6229 0
N51B -0.0032 -0.0005 0.0000 0.8620 0.0000 0.8588 639.6097 0
N48 0.3106 0.0332 0.0048 1.1111 0.0000 1.4217 933.8276 0
N50B 0.3249 0.1751 0.0050 1.1076 0.0000 1.4326 184.9749 0
N49B -0.6758 -0.1991 0.0104 0.1747 0.0000 -0.5011 339.2635 0
N47 0.0095 0.0028 0.0001 0.1264 0.0000 0.1359 343.8135 0
N46 -0.7487 -0.2158 0.0115 0.3210 0.0000 -0.4277 346.7121 0
N45 -0.0732 -0.0046 0.0011 1.3627 0.0000 1.2895 1595.8883 0
N43 -0.0242 -0.0125 0.0004 0.1295 0.0000 0.1053 194.1510 0
N42 -0.1084 -0.0284 0.0017 0.2775 0.0000 0.1691 381.3305 0
N41 -0.2873 -0.0753 0.0044 0.3445 0.0000 0.0573 381.1233 0
N44 0.1746 0.0645 0.0027 0.2011 0.0000 0.3757 270.6615 0
N40 -0.8570 -0.1182 0.0132 0.8947 0.0000 0.0377 724.7036 0
N39 0.0162 0.0115 0.0003 0.1043 0.0000 0.1205 141.2735 0
N37 0.2881 0.1336 0.0044 0.2776 0.0000 0.5657 215.4937 0
N36 0.6647 0.0417 0.0103 2.5063 0.0000 3.1709 1591.8888 0
N35 81.7878 5.8312 1.2614 351.1706 0.0000 432.9584 1226.9966 0
N34 -0.0003 0.0000 0.0000 0.0003 0.0000 0.0000 0.0000 0
N33 -1.1667 -0.1473 0.0180 6.2708 0.0000 5.1041 789.0933 0
N31 -0.5405 -0.1673 0.0083 1.3118 0.0000 0.7713 322.3422 0
N30 -2.4115 -0.1988 0.0372 2.6329 0.0000 0.2214 1211.7706 0
N29 -0.6881 -0.1050 0.0106 1.5489 0.0000 0.8608 654.3451 0
N28 -0.1003 -0.0270 0.0015 0.3992 0.0000 0.2989 370.6972 0
N27 -1.7713 -0.1730 0.0273 1.6300 0.0000 -0.1413 1023.0716 0
N26 5.5788 11.5026 0.0860 1.6390 0.0000 7.2178 47.6810 0
N25 -1.1780 -0.1150 0.0182 0.8585 0.0000 -0.3195 1023.5061 0
N24 -2.2105 -0.0988 0.0341 1.9625 0.0000 -0.2480 2235.6982 0
N23 0.4969 0.0852 0.0077 1.4802 0.0000 1.9771 582.5251 0
N22 -3.0094 -0.0998 0.0464 3.6825 0.0000 0.6731 3014.7016 0
N21 -1.7748 -0.5445 0.0274 1.2033 0.0000 -0.5715 325.3742 0
N20 -0.2167 -0.0220 0.0033 0.2721 0.0000 0.0555 985.1976 0
N19 -1.9822 -0.1114 0.0306 2.2217 0.0000 0.2395 1777.6801 0
N18 -1.0894 -0.0482 0.0168 2.5876 0.0000 1.4982 2260.4476 0
N17 -3.9353 -0.0687 0.0607 3.9061 0.0000 -0.0292 5724.6554 0
N16 -3.3087 -0.0550 0.0510 5.1244 0.0000 1.8158 6009.4931 0
N15 -1.5577 -0.0207 0.0240 10.0564 0.0000 8.4987 7506.6419 0
N14B -0.2470 -0.1933 0.0038 0.2719 0.0000 0.0249 127.6236 0
N14A 0.1905 0.0210 0.0029 7.5557 0.0500 7.6962 903.6805 0
N13 -4.0839 -0.6717 0.0630 0.5961 0.0000 -3.4878 607.6919 0
N12 -8.0974 -1.3092 0.1249 0.6033 0.0000 -7.4942 618.1796 0
N11 -4.1193 -0.3022 0.0635 4.5757 0.0000 0.4564 1360.9429 0
N10 -0.1689 -0.0505 0.0026 0.2063 0.0000 0.0374 334.1851 0
N9 -0.2216 -0.0663 0.0034 0.5091 0.0000 0.2876 333.8571 0
N8 -0.5094 -0.0787 0.0079 0.8027 0.0000 0.2933 647.2654 0
N7 -0.1409 -0.0467 0.0022 0.1430 0.0000 0.0020 301.9469 0
N6 -0.5386 -0.0431 0.0083 0.6421 0.0000 0.1036 1249.7260 0
N5 -0.1468 -0.0455 0.0023 0.3526 0.0000 0.2057 322.1529 0
N4 -2.6845 -0.0940 0.0414 1.7084 0.0000 -0.9761 2855.4838 0
N3 -5.5155 -0.1308 0.0851 8.2534 0.0000 2.7378 4213.4933 0
N2 -7.5155 -0.0626 0.1159 12.7683 0.0000 5.2528 12007.6081 0
N1 -3.0916 -0.0258 0.0477 2.3011 0.0000 -0.7905 12002.4695 0
N50 -0.0003 0.0000 0.0000 0.0003 0.0000 0.0000 0.0000 0
N49 -0.0691 -2.6764 0.0011 0.0004 0.0000 -0.0688 2.5832 0
N51 -0.2280 -0.5575 0.0035 0.0003 0.0000 -0.2277 40.9032 0
The total continuity error was 20.285 cubic meters
The remaining total volume was 454.82 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 98.4384 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N53 0.0000 0.0000 108.6229 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N52 0.0000 0.0000 41.1649 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N38 0.0000 0.0000 121.2416 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N51B 0.0000 0.0000 74.5857 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N50B 0.0000 0.0000 93.1971 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N49B 0.0000 0.0000 77.6192 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N47 0.0000 0.0000 171.9626 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N45 0.0000 0.0000 158.8160 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N43 0.0000 0.0000 97.1100 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N42 0.0000 0.0000 93.7002 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N44 0.0000 0.0000 135.4970 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N40 0.0000 0.0000 36.7105 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N39 0.0000 0.0000 70.6824 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N37 0.0000 0.0000 108.0028 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N36 0.0000 0.0000 134.5343 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N35 0.0000 0.0000 35.5836 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N31 0.0000 0.0000 161.5125 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N30 0.0000 0.0000 118.4453 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N29 0.0000 0.0000 307.3392 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N28 0.0000 0.0000 185.4653 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N27 0.0000 0.0000 326.2488 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N26 0.0000 0.0000 27.4471 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N23 0.0000 0.0000 292.2105 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N22 0.0000 0.0000 99.5376 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N21 0.0000 0.0000 162.3371 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N20 0.0000 0.0000 492.6028 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N19 0.0000 0.0000 396.3456 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N18 0.0000 0.0000 242.2743 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N17 0.0000 0.0000 65.0234 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N11 0.0000 0.0000 368.0121 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N10 0.0000 0.0000 167.0971 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N8 0.0000 0.0000 156.9643 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N7 0.0000 0.0000 150.9488 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N6 0.0000 0.0000 473.9099 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N5 0.0000 0.0000 161.1540 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N4 0.0000 0.0000 318.0357 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N2 0.0000 0.0000 152.4741 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 6001.5735 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 0.1082 0.0000
N53 0.0000 0.0000 0.0000 1.0428 0.0000
N52 0.0000 0.0000 0.0000 1.0263 0.0000
N38 0.0000 0.0000 0.0000 0.8733 0.0000
N51B 0.0000 0.0000 0.0000 1.2124 0.0000
N48 0.0000 0.0000 0.0000 1.0056 0.0000
N50B 0.0000 0.0000 0.0000 1.1506 0.0000
N49B 0.0000 0.0000 0.0000 1.2071 0.0000
N47 0.0000 0.0000 0.0000 0.1475 0.0000
N46 0.0000 0.0000 0.0000 0.6125 0.0000
N45 0.0000 0.0000 0.0000 1.0515 0.0000
N43 0.0000 0.0000 0.0000 0.0518 0.0000
N42 0.0000 0.0000 0.0000 0.0709 0.0000
N41 0.0000 0.0000 0.0000 0.1336 0.0000
N44 0.0000 0.0000 0.0000 0.0575 0.0000
N40 0.0000 0.0000 0.0000 0.4581 0.0000
N39 0.0000 0.0000 0.0000 1.0055 0.0000
N37 0.0000 0.0000 0.0000 0.0452 0.0000
N36 0.0000 0.0000 0.0000 1.0179 0.0000
N35 0.0000 0.0000 0.0000 399.1617 0.0000
N34 0.0000 0.0000 0.0000 0.0000 0.0000
N33 0.0000 0.0000 0.0000 0.1707 0.0000
N31 0.0000 0.0000 0.0000 0.0141 0.0000
N30 0.0000 0.0000 0.0000 0.3292 0.0000
N29 0.0000 0.0000 0.0000 0.0733 0.0000
N28 0.0000 0.0000 0.0000 0.0548 0.0000
N27 0.0000 0.0000 0.0000 0.9479 0.0000
N26 0.0000 0.0000 0.0000 0.0395 0.0000
N25 0.0000 0.0000 0.0000 0.3019 0.0000
N24 0.0000 0.0000 0.0000 0.3890 0.0000
N23 0.0000 0.0000 0.0000 0.0892 0.0000
N22 0.0000 0.0000 0.0000 0.6603 0.0000
N21 0.0000 0.0000 0.0000 1.0312 0.0000
N20 0.0000 0.0000 0.0000 0.2035 0.0000
N19 0.0000 0.0000 0.0000 0.2480 0.0000
N18 0.0000 0.0000 0.0000 0.5393 0.0000
N17 0.0000 0.0000 0.0000 0.4340 0.0000
N16 2.2222 0.0000 0.0000 1.0772 0.0000
N15 4.5833 0.0000 0.0000 0.8533 0.0000
N14B 0.0000 0.0000 0.0000 0.8408 0.0000
N14A 0.0000 0.0000 0.0000 0.7552 0.0000
N13 0.0000 0.0000 0.0000 0.4243 0.0000
N12 0.0000 0.0000 0.0000 0.4523 0.0000
N11 0.0000 0.0000 0.0000 0.4440 0.0000
N10 0.0000 0.0000 0.0000 0.1572 0.0000
N9 0.0000 0.0000 0.0000 0.1736 0.0000
N8 0.0000 0.0000 0.0000 0.3402 0.0000
N7 0.0000 0.0000 0.0000 0.1886 0.0000
N6 0.0000 0.0000 0.0000 0.2849 0.0000
N5 0.0000 0.0000 0.0000 0.1413 0.0000
N4 0.0000 0.0000 0.0000 0.4537 0.0000
N3 0.0000 0.0000 0.0000 0.4508 0.0000
N2 0.0000 0.0000 0.0000 0.4774 0.0000
N1 0.0000 0.0000 0.0000 0.4773 0.0000
N50 0.0000 0.0000 0.0000 0.0000 0.0000
N49 0.0000 0.0000 0.0000 0.0052 0.0000
N51 0.0000 0.0000 0.0000 0.0125 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.N49B with 0.110 percent
The Conduit with the largest sinuosity was.......51b48 with 3.958
*===================================================================*
| 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 98.4516 0.0137
N53 108.6391 0.0151
N52 41.1749 0.0057
N38 121.2567 0.0168
N51B 74.6043 0.0104
N50B 93.2188 0.0129
N49B 77.6393 0.0108
N47 171.9888 0.0239
N45 158.8415 0.0221
N43 97.1248 0.0135
N42 93.7222 0.0130
N44 135.5241 0.0188
N40 36.7189 0.0051
N39 70.6977 0.0098
N37 108.0245 0.0150
N36 134.5610 0.0187
N35 35.5940 0.0049
N31 161.5452 0.0224
N30 118.4722 0.0165
N29 307.3920 0.0427
N28 185.5021 0.0258
N27 326.2976 0.0453
N26 27.4502 0.0038
N23 292.2860 0.0406
N22 99.5531 0.0138
N21 162.3704 0.0226
N20 492.6334 0.0684
N19 396.4003 0.0551
N18 242.3021 0.0337
N17 65.0342 0.0090
N11 368.0526 0.0511
N10 167.1245 0.0232
N8 156.9883 0.0218
N7 150.9715 0.0210
N6 473.9571 0.0658
N5 161.1797 0.0224
N4 318.0834 0.0442
N2 152.4923 0.0212
N1 -6001.5735 -0.8336
Outflow Outflow Average
Junction Volume m^3 Outflow, cms
--------------- ------------ ------------
N1 6001.5735 0.8336
*=====================================================*
| Initial system volume = 0.0500 Cu M |
| Total system inflow volume = 6482.8547 Cu M |
| Inflow + Initial volume = 6482.9047 Cu M |
*=====================================================*
| Total system outflow = 6001.5735 Cu M |
| Volume left in system = 454.8218 Cu M |
| Evaporation = 0.0000 Cu M |
| Outflow + Final Volume = 6456.3953 Cu M |
*=====================================================*
*===============================================*
| Total Model Continuity Error |
| Error in Continuity, Percent = 0.3129 |
| Error in Continuity, m^3 = 20.285 |
| + Error means a continuity loss, - a gain |
*===============================================*
###################################################
# Table E22. Numerical Model judgement section #
###################################################
Your overall error was 0.3129 percent
Worst nodal error was in node N35 with 6.6635 percent
Of the total inflow this loss was 1.2616 percent
Your overall continuity error was Excellent
Excellent Efficiency
Efficiency of the simulation 1.22
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\m1y2hr.out
*==============================================================*
| SWMM Simulation Date and Time Summary |
*==============================================================*
| Starting Date... October 10, 2017 Time... 20:54:41:79 |
| Ending Date... October 10, 2017 Time... 20:54:52:42 |
| Elapsed Time... 0.17717 minutes or 10.63000 seconds |
*==============================================================*
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