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e10y1p5.out
From the archive XPXtrm.zip, inside Further information re: stormwater modelling - REC17/0011. File date in the archive: 2017-10-09 17:44.
2006.0854
N10 N9 0.1466 285.8132
N7 N6 0.1284 259.4839
N6 N4 0.4853 1085.0246
N5 N4 0.1370 276.5014
N4 N3 1.0818 2458.0837
N3 N2 2.1579 5379.3330
N14B N14A 0.4884 612.7933
#########################################################
# Table E16. New Conduit Information Section #
# Conduit Invert (IE) Elevation and Conduit #
# Maximum Water Surface (WS) Elevations #
#########################################################
Conduit Name Upstream Node Downstream Node IE Up IE Dn WS Up WS Dn Conduit Type
--------------- ---------------- ---------------- --------- --------- --------- --------- -------------
5453 N54 N52 8.9000 7.0000 8.9200 7.0281 Natural
5047 N50 N47 5.7000 4.6000 5.7468 4.6757 Natural
5114b N51 N14B 4.8000 3.0000 4.8199 3.0552 Natural
4342 N43 N42 9.2000 7.3000 9.2189 7.3243 Natural
3736 N37 N30 7.0000 5.5200 7.0589 5.8403 Natural
3534 N35 N34 4.2000 4.1000 4.2838 4.1804 Natural
3422 N34 N22 4.1000 3.4000 4.1804 3.5252 Natural
3130 N31 N30 7.5000 5.7000 7.5192 5.8403 Natural
3024 N30 N24 4.2000 2.8600 5.8403 4.1017 Circular
3036 N30 N36 5.6200 5.5200 5.8403 5.8398 Natural
2827 N28 N27 8.3000 6.7000 8.3714 6.7706 Natural
2726 N27 N26 6.7000 6.5000 6.7209 6.6633 Natural
2629 N26 N29 6.5000 6.4000 6.6633 6.5147 Natural
2930 N29 N30 6.4000 5.6200 6.5147 5.8403 Natural
2725 N27 N25 5.3500 4.8700 6.7209 5.6641 Circular
2524 N25 N24 4.8700 2.8600 5.6641 4.1017 Circular
2422 N24 N22 2.5900 1.8600 4.1017 3.5252 Circular
L575 N23 N22 4.7000 3.4000 4.8154 3.5252 Natural
2117 N21 N17 3.0000 2.9500 3.0548 3.0543 Natural
1714B N17 N14B 2.8500 2.8000 3.0543 3.0552 Natural
1716 N17 N16 1.7500 1.3500 3.0543 3.0649 Circular
1615 N16 N15 1.3400 1.2100 3.0628 2.3214 Circular
1614A N16 N14A 1.6500 1.6000 3.0628 2.6234 Circular
4514B N45 N14B 3.5000 2.8500 3.6168 3.0552 Natural
4515 N45 N15 2.5000 1.2100 3.6168 2.3214 Circular
1502 N15 N2 1.2100 1.0500 2.3214 1.7958 Circular
14A13 N13 N14A 1.8600 1.6000 2.4922 2.6234 Natural
1312 N13 N12 1.8600 1.6800 2.4922 2.3036 Natural
1211 N12 N11 1.6800 1.3400 2.3036 2.1260 Natural
1103 N11 N3 1.3400 1.1000 2.1260 1.8559 Natural
0912 N9 N12 3.5000 2.0000 3.5073 2.3036 Natural
0908 N9 N8 2.5000 2.0000 3.5073 3.0210 Circular
0811 N8 N11 3.0000 2.0000 3.0210 2.1260 Natural
0804 N8 N4 2.0000 1.7000 3.0210 2.6399 Circular
0201 N2 N1 1.0500 0.9300 1.7958 1.6835 Natural
5248 N52 N48 7.0000 4.8000 7.0281 4.8211 Natural
4845 N48 N45 4.6000 3.5000 4.6433 3.6168 Natural
4250 N42 N50 7.3000 5.7000 7.3243 5.7468 Natural
5338 N53 N38 8.5000 6.0000 8.5204 6.0833 Natural
3851 N38 N51 6.1500 4.8000 6.0833 4.8173 Natural
4746o N47 N46 4.6000 4.0000 4.6757 4.0833 Natural
4746u N47 N46 3.6000 3.0000 4.6757 4.0833 Circular
4645o N46 N45 4.0000 3.5000 4.0833 3.6168 Natural
4645u N46 N45 3.0000 2.5000 4.0833 3.6168 Circular
3836o N38 N36 6.0000 5.5200 6.0833 5.8398 Natural
3635o N36 N35 5.7700 5.2000 5.8398 5.2671 Natural
2217o N22 N17 3.4000 2.9500 3.5252 3.0745 Natural
2217u N22 N17 1.8600 1.7500 3.5252 3.0543 Circular
2019o N20 N19 7.0000 6.0000 5.0681 5.0681 Natural
2019u N20 N19 6.0000 4.5000 6.4872 5.0681 Circular
1918o N19 N18 6.0000 3.0000 5.0682 3.1840 Natural
1918u N19 N18 4.5000 1.9000 5.0682 3.1840 Circular
1817o N18 N17 3.0000 2.9500 3.1840 3.0817 Natural
1817u N18 N17 1.9000 1.7500 3.1840 3.0543 Circular
1009o N10 N9 4.6000 3.5000 4.2096 3.5073 Natural
1009u N10 N9 3.6000 2.5000 4.2096 3.5073 Circular
0706o N7 N6 5.0000 4.5000 5.0188 4.5399 Natural
0706u N7 N6 4.0000 3.5000 5.0188 4.5399 Circular
0604o N6 N4 4.5000 2.8000 4.5399 2.8394 Natural
0604u N6 N4 3.5000 1.7000 4.5399 2.6399 Circular
0504o N5 N4 4.3000 2.8000 4.3066 2.8026 Natural
0504u N5 N4 3.3000 1.7000 4.3066 2.6399 Circular
0403o N4 N3 2.8000 2.0000 1.8559 1.8559 Natural
0403u N4 N3 1.7000 1.1000 2.6399 1.8559 Circular
0302o N3 N2 1.8200 1.8100 1.8559 1.8226 Natural
0302u N3 N2 1.1000 1.0500 1.8559 1.7958 Rectangle
14a14bo N14B N14A 2.9900 2.5000 3.0552 2.6234 Natural
14a14bu N14B N14A 1.8000 1.6000 3.0552 2.6234 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 -2.3543 -0.6691 0.0211 0.0590 0.0000 -2.2954 351.8216 0
N53 -5.9274 -1.5205 0.0530 0.3503 0.0000 -5.5771 389.6615 0
N52 -1.2598 -0.1736 0.0113 0.0916 0.0000 -1.1682 725.7226 0
N38 -9.1801 -1.0365 0.0821 4.0530 0.0000 -5.1271 883.6574 0
N51 -2.7115 -1.1358 0.0243 1.0131 0.0000 -1.6983 238.2225 0
N48 -3.4737 -0.3304 0.0311 1.0782 0.0000 -2.3955 1050.8218 0
N50 -27.5303 -2.0337 0.2463 1.0850 0.0000 -26.4453 1353.1763 0
N47 -0.9548 -0.0481 0.0085 0.0422 0.0000 -0.9127 1986.5584 0
N46 -0.1409 -0.0071 0.0013 0.0157 0.0000 -0.1252 1987.4442 0
N45 -3.9814 -0.1105 0.0356 0.0922 0.0000 -3.8892 3602.3397 0
N43 -2.4206 -0.7007 0.0217 0.0342 0.0000 -2.3864 345.4251 0
N42 -2.2085 -0.2674 0.0198 0.0826 0.0000 -2.1259 825.7866 0
N37 -1.6704 -0.4508 0.0149 0.0035 0.0000 -1.6669 370.5569 0
N36 -2.1614 -0.1602 0.0193 5.0449 0.0000 2.8835 1346.3094 0
N35 -0.2241 -0.0395 0.0020 1.0009 0.0000 0.7768 566.6152 0
N34 -7.3670 -1.2857 0.0659 0.0034 0.0000 -7.3636 572.9748 0
N31 3.2227 0.5877 0.0288 0.0196 0.0000 3.2423 548.3115 0
N30 -33.0043 -0.9046 0.2952 1.3084 0.0000 -31.6958 3647.7881 0
N29 -2.0256 -0.1448 0.0181 0.1299 0.0000 -1.8957 1398.5982 0
N28 -1.0798 -0.1698 0.0097 0.0049 0.0000 -1.0748 635.7371 0
N27 -1.2419 -0.0703 0.0111 0.3212 0.0000 -0.9208 1765.7479 0
N26 -13.0642 -3.9975 0.1169 0.4090 0.0000 -12.6552 326.6050 0
N25 2.5855 0.1672 0.0231 0.0135 0.0000 2.5991 1546.3818 0
N24 -5.7016 -0.1091 0.0510 0.1119 0.0000 -5.5897 5228.1139 0
N23 5.1742 0.5245 0.0463 0.0078 0.0000 5.1820 986.5128 0
N22 -8.4600 -0.1183 0.0757 0.1501 0.0000 -8.3099 7154.1988 0
N21 0.9662 0.1747 0.0086 1.0030 0.0000 1.9691 552.3972 0
N20 -0.3473 -0.0198 0.0031 0.0105 0.0000 -0.3367 1750.5226 0
N19 -1.2965 -0.0413 0.0116 0.0651 0.0000 -1.2314 3137.1740 0
N18 -7.1321 -0.1781 0.0638 0.0786 0.0000 -7.0535 4005.5334 0
N17 -0.0875 -0.0007 0.0008 0.1385 0.0000 0.0510 12657.4342 0
N16 -4.0217 -0.0318 0.0360 0.1664 0.0000 -3.8552 12658.2144 0
N15 -4.1803 -0.0370 0.0374 0.4057 0.0000 -3.7746 11290.6577 0
N14B -3.6511 -0.1892 0.0327 0.0252 0.0000 -3.6260 1929.5956 0
N14A -1.3899 -0.0307 0.0124 0.1156 0.0500 -1.3243 4520.8643 0
N13 -4.3913 -0.0970 0.0393 0.0278 0.0000 -4.3635 4525.6197 0
N12 -1.9226 -0.0424 0.0172 0.0188 0.0000 -1.9038 4533.5550 0
N11 28.4621 0.4868 0.2546 0.1087 0.0000 28.5708 5847.1098 0
N10 -0.0125 -0.0022 0.0001 0.0033 0.0000 -0.0092 571.6952 0
N9 -3.1729 -0.5520 0.0284 0.0078 0.0000 -3.1651 574.7527 0
N8 -2.2918 -0.2054 0.0205 0.0149 0.0000 -2.2769 1115.8024 0
N7 -0.5334 -0.1029 0.0048 0.0037 0.0000 -0.5297 518.4696 0
N6 -0.0366 -0.0017 0.0003 0.0163 0.0000 -0.0203 2170.1277 0
N5 -0.6862 -0.1242 0.0061 0.0069 0.0000 -0.6793 552.3728 0
N4 -2.9389 -0.0598 0.0263 0.0339 0.0000 -2.9049 4913.6526 0
N3 -13.2938 -0.1237 0.1189 0.2500 0.0000 -13.0438 10746.4824 0
N2 -5.4150 -0.0240 0.0484 0.5097 0.0000 -4.9053 22599.8850 0
N1 -0.9672 -0.0043 0.0087 0.0743 0.0000 -0.8930 22604.0180 0
The total continuity error was -155.50 cubic meters
The remaining total volume was 19.611 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 174.7705 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N53 0.0000 0.0000 192.0335 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N52 0.0000 0.0000 185.2543 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N38 0.0000 0.0000 241.6489 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N51 0.0000 0.0000 118.2019 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N48 0.0000 0.0000 160.8430 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N50 0.0000 0.0000 249.4454 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N47 0.0000 0.0000 303.0653 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N45 0.0000 0.0000 279.0890 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N43 0.0000 0.0000 171.5275 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N42 0.0000 0.0000 237.9188 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N37 0.0000 0.0000 184.4460 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N36 0.0000 0.0000 230.2440 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N35 0.0000 0.0000 59.8206 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N31 0.0000 0.0000 275.7828 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N30 0.0000 0.0000 201.8265 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N29 0.0000 0.0000 528.8515 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N28 0.0000 0.0000 317.3423 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N27 0.0000 0.0000 564.0644 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N26 0.0000 0.0000 48.2493 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N23 0.0000 0.0000 495.9399 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N22 0.0000 0.0000 175.6383 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N21 0.0000 0.0000 277.1780 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N20 0.0000 0.0000 875.1394 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N19 0.0000 0.0000 692.6561 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N18 0.0000 0.0000 430.3310 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N17 0.0000 0.0000 113.5490 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N11 0.0000 0.0000 660.2937 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N10 0.0000 0.0000 285.8725 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N8 0.0000 0.0000 269.1273 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N7 0.0000 0.0000 258.9781 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N6 0.0000 0.0000 825.6105 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N5 0.0000 0.0000 275.8626 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N4 0.0000 0.0000 545.2248 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N2 0.0000 0.0000 272.4332 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 11302.9615 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 0.0200 0.0000
N53 0.0000 0.0000 0.0000 0.0204 0.0000
N52 0.0000 0.0000 0.0000 0.0281 0.0000
N38 0.0000 0.0000 0.0000 1.0833 0.0000
N51 0.0000 0.0000 0.0000 1.0173 0.0000
N48 0.0000 0.0000 0.0000 1.0433 0.0000
N50 0.0000 0.0000 0.0000 1.0468 0.0000
N47 0.0000 0.0000 0.0000 1.0757 0.0000
N46 0.0000 0.0000 0.0000 1.0833 0.0000
N45 0.0000 0.0000 0.0000 1.1168 0.0000
N43 0.0000 0.0000 0.0000 0.0189 0.0000
N42 0.0000 0.0000 0.0000 0.0243 0.0000
N37 0.0000 0.0000 0.0000 0.0589 0.0000
N36 0.0000 0.0000 0.0000 1.3698 0.0000
N35 0.0000 0.0000 0.0000 1.0838 0.0000
N34 0.0000 0.0000 0.0000 0.0804 0.0000
N31 0.0000 0.0000 0.0000 0.0192 0.0000
N30 0.0000 0.0000 0.0000 1.6403 0.0000
N29 0.0000 0.0000 0.0000 0.1147 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 0.1633 0.0000
N25 21.8778 0.0000 0.0000 0.7941 0.0000
N24 29.6667 0.0000 0.0000 1.5117 0.0000
N23 0.0000 0.0000 0.0000 0.1154 0.0000
N22 0.0000 0.0000 0.0000 1.6652 0.0000
N21 0.0000 0.0000 0.0000 1.0548 0.0000
N20 0.0000 0.0000 0.0000 0.4872 0.0000
N19 0.0000 0.0000 0.0000 0.5682 0.0000
N18 0.0000 0.0000 0.0000 1.2840 0.0000
N17 0.0000 0.0000 0.0000 1.3043 0.0000
N16 41.8750 0.0000 0.0000 1.7228 0.0000
N15 44.9722 0.0000 0.0000 1.1114 0.0000
N14B 0.0000 0.0000 0.0000 1.2552 0.0000
N14A 0.0000 0.0000 0.0000 1.0234 0.0000
N13 0.0000 0.0000 0.0000 0.6322 0.0000
N12 0.0000 0.0000 0.0000 0.6236 0.0000
N11 0.0000 0.0000 0.0000 0.7860 0.0000
N10 0.0000 0.0000 0.0000 0.6096 0.0000
N9 0.0000 0.0000 0.0000 1.0073 0.0000
N8 0.0000 0.0000 0.0000 1.0210 0.0000
N7 0.0000 0.0000 0.0000 1.0188 0.0000
N6 0.0000 0.0000 0.0000 1.0399 0.0000
N5 0.0000 0.0000 0.0000 1.0066 0.0000
N4 0.0000 0.0000 0.0000 0.9399 0.0000
N3 0.0000 0.0000 0.0000 0.7559 0.0000
N2 0.0000 0.0000 0.0000 0.7458 0.0000
N1 0.0000 0.0000 0.0000 0.7535 0.0000
*==================================*
| Simulation Specific Information |
*==================================*
Number of Input Conduits.......... 68 Number of Simulated Conduits...... 69
Number of Natural Channels........ 44 Number of Junctions............... 48
Number of Storage Junctions....... 0 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 0.014 percent
The Junction with the largest average change was.N16 with 0.046 percent
The Conduit with the largest sinuosity was.......1502 with 4.867
*===================================================================*
| 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 174.7748 0.0081
N53 192.0391 0.0089
N52 185.2613 0.0086
N38 241.6546 0.0112
N51 118.2059 0.0055
N48 160.8476 0.0074
N50 249.4522 0.0115
N47 303.0727 0.0140
N45 279.0972 0.0129
N43 171.5327 0.0079
N42 237.9242 0.0110
N37 184.4540 0.0085
N36 230.2540 0.0107
N35 59.8247 0.0028
N31 275.7950 0.0128
N30 201.8369 0.0093
N29 528.8693 0.0245
N28 317.3563 0.0147
N27 564.0796 0.0261
N26 48.2500 0.0022
N23 495.9679 0.0230
N22 175.6438 0.0081
N21 277.1900 0.0128
N20 875.1294 0.0405
N19 692.6692 0.0321
N18 430.3365 0.0199
N17 113.5530 0.0053
N11 660.3009 0.0306
N10 285.8820 0.0132
N8 269.1353 0.0125
N7 258.9857 0.0120
N6 825.6192 0.0382
N5 275.8714 0.0128
N4 545.2408 0.0252
N2 272.4373 0.0126
N1 -11302.9615 -0.5233
Outflow Outflow Average
Junction Volume m^3 Outflow, cms
--------------- ------------ ------------
N1 11302.9615 0.5233
*=====================================================*
| Initial system volume = 0.0500 Cu M |
| Total system inflow volume = 11178.2597 Cu M |
| Inflow + Initial volume = 11178.3097 Cu M |
*=====================================================*
| Total system outflow = 11302.9615 Cu M |
| Volume left in system = 19.6110 Cu M |
| Evaporation = 0.0000 Cu M |
| Outflow + Final Volume = 11322.5724 Cu M |
*=====================================================*
*===============================================*
| Total Model Continuity Error |
| Error in Continuity, Percent = -1.2906 |
| Error in Continuity, m^3 = -144.263 |
| + Error means a continuity loss, - a gain |
*===============================================*
###################################################
# Table E22. Numerical Model judgement section #
###################################################
Your overall error was -1.2906 percent
Worst nodal error was in node N30 with -0.9048 percent
Of the total inflow this loss was 0.2953 percent
Your overall continuity error was Great
Excellent Efficiency
Efficiency of the simulation 1.31
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\existing.DAT
===> Your output file was named : C:\XPS\eagill\e10y1p5.out
*==============================================================*
| SWMM Simulation Date and Time Summary |
*==============================================================*
| Starting Date... October 9, 2017 Time... 17:44:28:37 |
| Ending Date... October 9, 2017 Time... 17:44:44:84 |
| Elapsed Time... 0.27450 minutes or 16.47000 seconds |
*==============================================================*
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