Original source · versioned page text
e20y1hr.out
From the archive XPXtrm.zip, inside Further information re: stormwater modelling - REC17/0011. File date in the archive: 2017-10-09 17:34.
1939.7713
N10 N9 0.2011 279.6200
N7 N6 0.1832 253.9808
N6 N4 0.7104 1060.3707
N5 N4 0.1927 270.0212
N4 N3 1.3816 2325.9924
N3 N2 3.5774 6227.8344
N14B N14A 1.9809 1566.8567
#########################################################
# 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 8.9231 7.0320 Natural
5047 N50 N47 5.7000 4.6000 5.7575 4.6972 Natural
5114b N51 N14B 4.8000 3.0000 4.8268 3.1085 Natural
4342 N43 N42 9.2000 7.3000 9.2216 7.3282 Natural
3736 N37 N30 7.0000 5.5200 7.0680 5.8642 Natural
3534 N35 N34 4.2000 4.1000 4.3436 4.2391 Natural
3422 N34 N22 4.1000 3.4000 4.2391 3.6188 Natural
3130 N31 N30 7.5000 5.7000 7.5236 5.8642 Natural
3024 N30 N24 4.2000 2.8600 5.8642 4.1772 Circular
3036 N30 N36 5.6200 5.5200 5.8642 5.8590 Natural
2827 N28 N27 8.3000 6.7000 8.3813 6.7811 Natural
2726 N27 N26 6.7000 6.5000 6.7303 6.7170 Natural
2629 N26 N29 6.5000 6.4000 6.7170 6.5416 Natural
2930 N29 N30 6.4000 5.6200 6.5416 5.8642 Natural
2725 N27 N25 5.3500 4.8700 6.7303 5.6996 Circular
2524 N25 N24 4.8700 2.8600 5.6996 4.1772 Circular
2422 N24 N22 2.5900 1.8600 4.1769 3.6188 Circular
L575 N23 N22 4.7000 3.4000 4.8283 3.6188 Natural
2117 N21 N17 3.0000 2.9500 3.1339 3.1339 Natural
1714B N17 N14B 2.8500 2.8000 3.1339 3.1085 Natural
1716 N17 N16 1.7500 1.3500 3.1339 3.1430 Circular
1615 N16 N15 1.3400 1.2100 3.1426 2.4530 Circular
1614A N16 N14A 1.6500 1.6000 3.1426 2.8342 Circular
4514B N45 N14B 3.5000 2.8500 3.6547 3.1085 Natural
4515 N45 N15 2.5000 1.2100 3.6547 2.4530 Circular
1502 N15 N2 1.2100 1.0500 2.4530 1.9334 Circular
14A13 N13 N14A 1.8600 1.6000 2.6624 2.8342 Natural
1312 N13 N12 1.8600 1.6800 2.6624 2.4699 Natural
1211 N12 N11 1.6800 1.3400 2.4699 2.2942 Natural
1103 N11 N3 1.3400 1.1000 2.2942 1.9790 Natural
0912 N9 N12 3.5000 2.0000 3.5209 2.4699 Natural
0908 N9 N8 2.5000 2.0000 3.5209 3.0453 Circular
0811 N8 N11 3.0000 2.0000 3.0453 2.2942 Natural
0804 N8 N4 2.0000 1.7000 3.0453 2.8495 Circular
0201 N2 N1 1.0500 0.9300 1.9334 1.8142 Natural
5248 N52 N48 7.0000 4.8000 7.0320 4.8247 Natural
4845 N48 N45 4.6000 3.5000 4.6541 3.6547 Natural
4250 N42 N50 7.3000 5.7000 7.3282 5.7575 Natural
5338 N53 N38 8.5000 6.0000 8.5235 6.0929 Natural
3851 N38 N51 6.1500 4.8000 6.0929 4.8210 Natural
4746o N47 N46 4.6000 4.0000 4.6972 4.1063 Natural
4746u N47 N46 3.6000 3.0000 4.6972 4.1063 Circular
4645o N46 N45 4.0000 3.5000 4.1063 3.6547 Natural
4645u N46 N45 3.0000 2.5000 4.1063 3.6547 Circular
3836o N38 N36 6.0000 5.5200 6.0929 5.8590 Natural
3635o N36 N35 5.7700 5.2000 5.8590 5.2837 Natural
2217o N22 N17 3.4000 2.9500 3.6188 3.1687 Natural
2217u N22 N17 1.8600 1.7500 3.6188 3.1339 Circular
2019o N20 N19 7.0000 6.0000 7.0280 6.0478 Natural
2019u N20 N19 6.0000 4.5000 7.0280 6.0478 Circular
1918o N19 N18 6.0000 3.0000 6.0478 3.2205 Natural
1918u N19 N18 4.5000 1.9000 6.0478 3.2205 Circular
1817o N18 N17 3.0000 2.9500 3.2205 3.1339 Natural
1817u N18 N17 1.9000 1.7500 3.2205 3.1339 Circular
1009o N10 N9 4.6000 3.5000 4.6101 3.5209 Natural
1009u N10 N9 3.6000 2.5000 4.6101 3.5209 Circular
0706o N7 N6 5.0000 4.5000 5.0312 4.5632 Natural
0706u N7 N6 4.0000 3.5000 5.0312 4.5632 Circular
0604o N6 N4 4.5000 2.8000 4.5632 2.8629 Natural
0604u N6 N4 3.5000 1.7000 4.5632 2.8495 Circular
0504o N5 N4 4.3000 2.8000 4.3230 2.8495 Natural
0504u N5 N4 3.3000 1.7000 4.3230 2.8495 Circular
0403o N4 N3 2.8000 2.0000 2.8495 2.0399 Natural
0403u N4 N3 1.7000 1.1000 2.8495 1.9790 Circular
0302o N3 N2 1.8200 1.8100 1.9790 1.9334 Natural
0302u N3 N2 1.1000 1.0500 1.9790 1.9334 Rectangle
14a14bo N14B N14A 2.9900 2.5000 3.1085 2.8342 Natural
14a14bu N14B N14A 1.8000 1.6000 3.1085 2.8342 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 -3.5621 -1.0243 0.0325 0.0507 0.0000 -3.5115 347.7367 0
N53 -5.8971 -1.5357 0.0538 0.2669 0.0000 -5.6302 383.8650 0
N52 -6.8203 -0.9442 0.0623 0.0781 0.0000 -6.7422 722.2972 0
N38 -24.0661 -2.7143 0.2197 3.8695 0.0000 -20.1966 884.7223 0
N51 -2.6370 -1.1211 0.0241 1.0116 0.0000 -1.6254 234.6999 0
N48 -3.9666 -0.3781 0.0362 1.0665 0.0000 -2.9001 1048.4269 0
N50 -32.6650 -2.4217 0.2982 1.0738 0.0000 -31.5912 1348.3065 0
N47 -0.0866 -0.0044 0.0008 0.0364 0.0000 -0.0502 1974.8606 0
N46 -1.0203 -0.0516 0.0093 0.0135 0.0000 -1.0068 1975.7138 0
N45 -2.4433 -0.0683 0.0223 0.0785 0.0000 -2.3648 3577.8289 0
N43 -3.2567 -0.9549 0.0297 0.0298 0.0000 -3.2270 341.0520 0
N42 -6.4663 -0.7893 0.0590 0.0720 0.0000 -6.3943 819.2375 0
N37 -2.1012 -0.5790 0.0192 0.0030 0.0000 -2.0981 362.9246 0
N36 -4.1967 -0.3041 0.0383 4.9002 0.0000 0.7035 1377.7148 0
N35 -0.7334 -0.0491 0.0067 1.0007 0.0000 0.2674 1492.8479 0
N34 -9.1033 -0.6065 0.0831 0.0030 0.0000 -9.1003 1500.8893 0
N31 4.9086 0.9182 0.0448 0.0174 0.0000 4.9260 534.5709 0
N30 -33.3779 -1.1146 0.3047 1.2490 0.0000 -32.1289 2994.0139 0
N29 1.1282 0.0674 0.0103 0.1222 0.0000 1.2504 1674.1792 0
N28 -1.2740 -0.2047 0.0116 0.0043 0.0000 -1.2697 622.3345 0
N27 -1.9697 -0.1139 0.0180 0.3033 0.0000 -1.6664 1729.1589 0
N26 -12.9521 -2.0621 0.1182 0.3871 0.0000 -12.5650 627.8975 0
N25 3.6428 0.3020 0.0333 0.0115 0.0000 3.6543 1206.2944 0
N24 -5.9775 -0.1420 0.0546 0.0903 0.0000 -5.8872 4210.9249 0
N23 6.9045 0.7167 0.0630 0.0067 0.0000 6.9112 963.3896 0
N22 -14.1800 -0.2014 0.1294 0.1233 0.0000 -14.0567 7042.0850 0
N21 0.3675 0.0679 0.0034 1.0026 0.0000 1.3701 541.0911 0
N20 0.8695 0.0509 0.0079 0.0092 0.0000 0.8786 1709.1567 0
N19 -4.4406 -0.1447 0.0405 0.0568 0.0000 -4.3837 3069.8290 0
N18 19.4230 0.4981 0.1773 0.0692 0.0000 19.4922 3899.4158 0
N17 -0.5407 -0.0046 0.0049 0.1174 0.0000 -0.4232 11697.2383 0
N16 -3.0797 -0.0281 0.0281 0.1407 0.0000 -2.9390 10975.4403 0
N15 -3.0281 -0.0333 0.0276 0.3450 0.0000 -2.6832 9105.7129 0
N14B -15.1042 -0.4844 0.1379 0.0238 0.0000 -15.0804 3118.3880 0
N14A -2.9057 -0.0451 0.0265 0.1152 0.0500 -2.8405 6447.3489 0
N13 -7.6692 -0.1188 0.0700 0.0277 0.0000 -7.6415 6456.4067 0
N12 35.0558 0.5428 0.3200 0.0166 0.0000 35.0724 6458.5963 0
N11 46.1855 0.5909 0.4216 0.0958 0.0000 46.2813 7815.6974 0
N10 -0.3541 -0.0633 0.0032 0.0028 0.0000 -0.3513 558.9855 0
N9 -1.2458 -0.2223 0.0114 0.0066 0.0000 -1.2392 560.4599 0
N8 -2.9561 -0.2790 0.0270 0.0125 0.0000 -2.9435 1059.4588 0
N7 -0.9788 -0.1930 0.0089 0.0031 0.0000 -0.9757 507.0486 0
N6 0.2026 0.0096 0.0018 0.0140 0.0000 0.2166 2120.9723 0
N5 -0.5521 -0.1023 0.0050 0.0059 0.0000 -0.5462 539.5755 0
N4 -2.5941 -0.0558 0.0237 0.0287 0.0000 -2.5653 4649.8352 0
N3 -18.7357 -0.1506 0.1710 0.2200 0.0000 -18.5156 12437.9236 0
N2 -3.9727 -0.0180 0.0363 0.4407 0.0000 -3.5321 22099.0185 0
N1 -0.7480 -0.0034 0.0068 0.0635 0.0000 -0.6846 22098.5237 0
The total continuity error was -128.97 cubic meters
The remaining total volume was 18.687 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 172.1144 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N53 0.0000 0.0000 189.1134 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N52 0.0000 0.0000 182.2385 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N38 0.0000 0.0000 237.5792 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N51 0.0000 0.0000 116.3993 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N48 0.0000 0.0000 158.3960 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N50 0.0000 0.0000 245.6567 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N47 0.0000 0.0000 297.5661 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N45 0.0000 0.0000 274.0208 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N43 0.0000 0.0000 168.9175 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N42 0.0000 0.0000 234.3080 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N37 0.0000 0.0000 180.4092 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N36 0.0000 0.0000 225.3018 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N35 0.0000 0.0000 58.4281 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N31 0.0000 0.0000 269.7634 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N30 0.0000 0.0000 197.4892 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N29 0.0000 0.0000 517.5606 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N28 0.0000 0.0000 310.5228 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N27 0.0000 0.0000 551.9677 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N26 0.0000 0.0000 47.3007 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N23 0.0000 0.0000 485.2616 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N22 0.0000 0.0000 172.9654 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N21 0.0000 0.0000 271.2210 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N20 0.0000 0.0000 855.0752 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N19 0.0000 0.0000 678.6390 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N18 0.0000 0.0000 422.5658 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N17 0.0000 0.0000 111.4625 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N11 0.0000 0.0000 649.7094 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N10 0.0000 0.0000 279.3388 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N8 0.0000 0.0000 262.9460 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N7 0.0000 0.0000 253.0465 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N6 0.0000 0.0000 806.5915 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N5 0.0000 0.0000 269.5296 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N4 0.0000 0.0000 532.6237 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N2 0.0000 0.0000 267.9934 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 11049.3992 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 0.0231 0.0000
N53 0.0000 0.0000 0.0000 0.0235 0.0000
N52 0.0000 0.0000 0.0000 0.0320 0.0000
N38 0.0000 0.0000 0.0000 1.0929 0.0000
N51 0.0000 0.0000 0.0000 1.0210 0.0000
N48 0.0000 0.0000 0.0000 1.0541 0.0000
N50 0.0000 0.0000 0.0000 1.0575 0.0000
N47 0.0000 0.0000 0.0000 1.0972 0.0000
N46 0.0000 0.0000 0.0000 1.1063 0.0000
N45 0.0000 0.0000 0.0000 1.1547 0.0000
N43 0.0000 0.0000 0.0000 0.0216 0.0000
N42 0.0000 0.0000 0.0000 0.0282 0.0000
N37 0.0000 0.0000 0.0000 0.0680 0.0000
N36 0.0000 0.0000 0.0000 1.3890 0.0000
N35 0.0000 0.0000 0.0000 1.1436 0.0000
N34 0.0000 0.0000 0.0000 0.1391 0.0000
N31 0.0000 0.0000 0.0000 0.0236 0.0000
N30 0.0000 0.0000 0.0000 1.6642 0.0000
N29 0.0000 0.0000 0.0000 0.1416 0.0000
N28 0.0000 0.0000 0.0000 0.0813 0.0000
N27 0.0000 0.0000 0.0000 1.3803 0.0000
N26 0.0000 0.0000 0.0000 0.2170 0.0000
N25 28.4861 0.0000 0.0000 0.8296 0.0000
N24 34.0000 0.0000 0.0000 1.5872 0.0000
N23 0.0000 0.0000 0.0000 0.1283 0.0000
N22 0.0000 0.0000 0.0000 1.7588 0.0000
N21 0.0000 0.0000 0.0000 1.1339 0.0000
N20 0.0000 0.0000 0.0000 1.0280 0.0000
N19 0.0000 0.0000 0.0000 1.5478 0.0000
N18 0.0000 0.0000 0.0000 1.3205 0.0000
N17 0.0000 0.0000 0.0000 1.3839 0.0000
N16 39.2222 0.0000 0.0000 1.8026 0.0000
N15 39.8833 0.0000 0.0000 1.2430 0.0000
N14B 0.0000 0.0000 0.0000 1.3085 0.0000
N14A 0.0000 0.0000 0.0000 1.2342 0.0000
N13 0.0000 0.0000 0.0000 0.8024 0.0000
N12 0.0000 0.0000 0.0000 0.7899 0.0000
N11 0.0000 0.0000 0.0000 0.9542 0.0000
N10 0.0000 0.0000 0.0000 1.0101 0.0000
N9 0.0000 0.0000 0.0000 1.0209 0.0000
N8 0.0000 0.0000 0.0000 1.0453 0.0000
N7 0.0000 0.0000 0.0000 1.0312 0.0000
N6 0.0000 0.0000 0.0000 1.0632 0.0000
N5 0.0000 0.0000 0.0000 1.0230 0.0000
N4 0.0000 0.0000 0.0000 1.1495 0.0000
N3 0.0000 0.0000 0.0000 0.8790 0.0000
N2 0.0000 0.0000 0.0000 0.8834 0.0000
N1 0.0000 0.0000 0.0000 0.8842 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 0.020 percent
The Junction with the largest average change was.N16 with 0.048 percent
The Conduit with the largest sinuosity was.......1502 with 4.710
*===================================================================*
| 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 172.1251 0.0080
N53 189.1280 0.0088
N52 182.2553 0.0084
N38 237.5942 0.0110
N51 116.4099 0.0054
N48 158.4077 0.0073
N50 245.6739 0.0114
N47 297.5870 0.0138
N45 274.0424 0.0127
N43 168.9310 0.0078
N42 234.3215 0.0108
N37 180.4315 0.0084
N36 225.3292 0.0104
N35 58.4394 0.0027
N31 269.7972 0.0125
N30 197.5179 0.0091
N29 517.6112 0.0240
N28 310.5608 0.0144
N27 552.0112 0.0256
N26 47.3029 0.0022
N23 485.3423 0.0225
N22 172.9799 0.0080
N21 271.2555 0.0126
N20 855.0713 0.0396
N19 678.6820 0.0314
N18 422.5830 0.0196
N17 111.4725 0.0052
N11 649.7314 0.0301
N10 279.3655 0.0129
N8 262.9686 0.0122
N7 253.0678 0.0117
N6 806.6208 0.0373
N5 269.5544 0.0125
N4 532.6685 0.0247
N2 268.0049 0.0124
N1 -11049.3992 -0.5115
Outflow Outflow Average
Junction Volume m^3 Outflow, cms
--------------- ------------ ------------
N1 11049.3992 0.5115
*=====================================================*
| Initial system volume = 0.0500 Cu M |
| Total system inflow volume = 10954.0230 Cu M |
| Inflow + Initial volume = 10954.0730 Cu M |
*=====================================================*
| Total system outflow = 11049.3992 Cu M |
| Volume left in system = 18.6869 Cu M |
| Evaporation = 0.0000 Cu M |
| Outflow + Final Volume = 11068.0861 Cu M |
*=====================================================*
*===============================================*
| Total Model Continuity Error |
| Error in Continuity, Percent = -1.0408 |
| Error in Continuity, m^3 = -114.013 |
| + Error means a continuity loss, - a gain |
*===============================================*
###################################################
# Table E22. Numerical Model judgement section #
###################################################
Your overall error was -1.0408 percent
Worst nodal error was in node N11 with 0.5909 percent
Of the total inflow this loss was 0.4216 percent
Your overall continuity error was Great
Excellent Efficiency
Efficiency of the simulation 1.37
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\e20y1hr.out
*==============================================================*
| SWMM Simulation Date and Time Summary |
*==============================================================*
| Starting Date... October 9, 2017 Time... 17:34:39:93 |
| Ending Date... October 9, 2017 Time... 17:34:56:32 |
| Elapsed Time... 0.27317 minutes or 16.39000 seconds |
*==============================================================*
See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalSearchable page text hides email addresses. Original files are unchanged and may show email addresses.