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e100y1p5.out
From the archive XPXtrm.zip, inside Further information re: stormwater modelling - REC17/0011. File date in the archive: 2017-10-09 16:18.
3069.1840
N10 N9 0.1975 439.1222
N7 N6 0.1798 398.5250
N6 N4 0.6992 1665.0895
N5 N4 0.1892 427.4443
N4 N3 1.3631 3654.7929
N3 N2 4.4925 10161.4135
N14B N14A 2.4998 2755.6661
#########################################################
# 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 8.9229 7.0327 Natural
5047 N50 N47 5.7000 4.6000 5.7587 4.6984 Natural
5114b N51 N14B 4.8000 3.0000 4.8207 3.1178 Natural
4342 N43 N42 9.2000 7.3000 9.2214 7.3281 Natural
3736 N37 N30 7.0000 5.5200 7.0676 5.8662 Natural
3534 N35 N34 4.2000 4.1000 4.3501 4.2464 Natural
3422 N34 N22 4.1000 3.4000 4.2464 3.6378 Natural
3130 N31 N30 7.5000 5.7000 7.5234 5.8662 Natural
3024 N30 N24 4.2000 2.8600 5.8662 4.1926 Circular
3036 N30 N36 5.6200 5.5200 5.8662 5.8610 Natural
2827 N28 N27 8.3000 6.7000 8.3807 6.7806 Natural
2726 N27 N26 6.7000 6.5000 6.7299 6.7149 Natural
2629 N26 N29 6.5000 6.4000 6.7149 6.5404 Natural
2930 N29 N30 6.4000 5.6200 6.5404 5.8662 Natural
2725 N27 N25 5.3500 4.8700 6.7299 5.7094 Circular
2524 N25 N24 4.8700 2.8600 5.7094 4.1926 Circular
2422 N24 N22 2.5900 1.8600 4.1926 3.6378 Circular
L575 N23 N22 4.7000 3.4000 4.8203 3.6378 Natural
2117 N21 N17 3.0000 2.9500 3.1537 3.1536 Natural
1714B N17 N14B 2.8500 2.8000 3.1536 3.1178 Natural
1716 N17 N16 1.7500 1.3500 3.1536 3.1558 Circular
1615 N16 N15 1.3400 1.2100 3.1557 2.4925 Circular
1614A N16 N14A 1.6500 1.6000 3.1557 2.8782 Circular
4514B N45 N14B 3.5000 2.8500 3.6570 3.1178 Natural
4515 N45 N15 2.5000 1.2100 3.6570 2.4925 Circular
1502 N15 N2 1.2100 1.0500 2.4930 1.9864 Circular
14A13 N13 N14A 1.8600 1.6000 2.6853 2.8782 Natural
1312 N13 N12 1.8600 1.6800 2.6853 2.5340 Natural
1211 N12 N11 1.6800 1.3400 2.5340 2.3451 Natural
1103 N11 N3 1.3400 1.1000 2.3451 2.0270 Natural
0912 N9 N12 3.5000 2.0000 3.5202 2.5340 Natural
0908 N9 N8 2.5000 2.0000 3.5202 3.0447 Circular
0811 N8 N11 3.0000 2.0000 3.0447 2.3451 Natural
0804 N8 N4 2.0000 1.7000 3.0447 2.8507 Circular
0201 N2 N1 1.0500 0.9300 1.9864 1.8678 Natural
5248 N52 N48 7.0000 4.8000 7.0327 4.8252 Natural
4845 N48 N45 4.6000 3.5000 4.6549 3.6570 Natural
4250 N42 N50 7.3000 5.7000 7.3281 5.7587 Natural
5338 N53 N38 8.5000 6.0000 8.5233 6.0998 Natural
3851 N38 N51 6.1500 4.8000 6.0998 4.8207 Natural
4746o N47 N46 4.6000 4.0000 4.6984 4.1085 Natural
4746u N47 N46 3.6000 3.0000 4.6984 4.1085 Circular
4645o N46 N45 4.0000 3.5000 4.1085 3.6570 Natural
4645u N46 N45 3.0000 2.5000 4.1085 3.6570 Circular
3836o N38 N36 6.0000 5.5200 6.0998 5.8610 Natural
3635o N36 N35 5.7700 5.2000 5.8610 5.2857 Natural
2217o N22 N17 3.4000 2.9500 3.6378 3.1850 Natural
2217u N22 N17 1.8600 1.7500 3.6378 3.1536 Circular
2019o N20 N19 7.0000 6.0000 7.0280 6.0512 Natural
2019u N20 N19 6.0000 4.5000 7.0280 6.0512 Circular
1918o N19 N18 6.0000 3.0000 6.0512 3.2290 Natural
1918u N19 N18 4.5000 1.9000 6.0512 3.2290 Circular
1817o N18 N17 3.0000 2.9500 3.2290 3.1536 Natural
1817u N18 N17 1.9000 1.7500 3.2290 3.1536 Circular
1009o N10 N9 4.6000 3.5000 4.6088 3.5202 Natural
1009u N10 N9 3.6000 2.5000 4.6088 3.5202 Circular
0706o N7 N6 5.0000 4.5000 5.0306 4.5623 Natural
0706u N7 N6 4.0000 3.5000 5.0306 4.5623 Circular
0604o N6 N4 4.5000 2.8000 4.5623 2.8620 Natural
0604u N6 N4 3.5000 1.7000 4.5623 2.8507 Circular
0504o N5 N4 4.3000 2.8000 4.3223 2.8507 Natural
0504u N5 N4 3.3000 1.7000 4.3223 2.8507 Circular
0403o N4 N3 2.8000 2.0000 2.8507 2.0412 Natural
0403u N4 N3 1.7000 1.1000 2.8507 2.0270 Circular
0302o N3 N2 1.8200 1.8100 2.0270 1.9864 Natural
0302u N3 N2 1.1000 1.0500 2.0270 1.9864 Rectangle
14a14bo N14B N14A 2.9900 2.5000 3.1178 2.8782 Natural
14a14bu N14B N14A 1.8000 1.6000 3.1178 2.8782 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 -3.6800 -0.6753 0.0214 0.0603 0.0000 -3.6198 544.9373 0
N53 -5.3078 -0.8848 0.0308 0.3721 0.0000 -4.9357 599.6954 0
N52 -6.0305 -0.5348 0.0350 0.0938 0.0000 -5.9367 1127.4891 0
N38 -37.6820 -2.7163 0.2188 4.1011 0.0000 -33.5809 1385.2287 0
N51 1.8209 0.5006 0.0106 1.0133 0.0000 2.8342 363.2128 0
N48 -3.0481 -0.1865 0.0177 1.0802 0.0000 -1.9680 1633.4707 0
N50 -24.9290 -1.1950 0.1448 1.0867 0.0000 -23.8423 2085.4834 0
N47 -1.3324 -0.0437 0.0077 0.0430 0.0000 -1.2894 3045.9518 0
N46 -0.5618 -0.0184 0.0033 0.0161 0.0000 -0.5457 3047.4955 0
N45 -4.7505 -0.0856 0.0276 0.0949 0.0000 -4.6556 5549.1543 0
N43 -3.4437 -0.6441 0.0200 0.0348 0.0000 -3.4089 534.6311 0
N42 -7.2347 -0.5643 0.0420 0.0842 0.0000 -7.1505 1282.0412 0
N37 -1.8869 -0.3317 0.0110 0.0035 0.0000 -1.8834 568.8800 0
N36 -7.7130 -0.3255 0.0448 5.0838 0.0000 -2.6292 2366.7239 0
N35 -0.7541 -0.0295 0.0044 1.0009 0.0000 0.2468 2552.2689 0
N34 -10.5921 -0.4134 0.0615 0.0035 0.0000 -10.5886 2562.1619 0
N31 2.9690 0.3514 0.0172 0.0198 0.0000 2.9889 844.7961 0
N30 -49.2866 -1.0640 0.2862 1.3253 0.0000 -47.9613 4631.4565 0
N29 -3.5684 -0.1401 0.0207 0.1345 0.0000 -3.4339 2547.6859 0
N28 -1.5299 -0.1565 0.0089 0.0050 0.0000 -1.5249 977.5104 0
N27 -1.3537 -0.0499 0.0079 0.3334 0.0000 -1.0204 2715.0106 0
N26 -12.4116 -1.3698 0.0721 0.4245 0.0000 -11.9871 905.8775 0
N25 3.0278 0.1539 0.0176 0.0138 0.0000 3.0416 1967.5428 0
N24 -5.2290 -0.0816 0.0304 0.1190 0.0000 -5.1100 6411.1448 0
N23 5.8471 0.3849 0.0340 0.0079 0.0000 5.8550 1519.0405 0
N22 -8.7165 -0.0789 0.0506 0.1579 0.0000 -8.5586 11053.8436 0
N21 1.1291 0.1327 0.0066 1.0030 0.0000 2.1320 850.3850 0
N20 -0.7034 -0.0262 0.0041 0.0109 0.0000 -0.6925 2688.5425 0
N19 -5.6605 -0.1172 0.0329 0.0670 0.0000 -5.5935 4828.1757 0
N18 11.5679 0.1881 0.0672 0.0807 0.0000 11.6486 6150.4351 0
N17 -4.4649 -0.0243 0.0259 0.1431 0.0000 -4.3219 18402.6575 0
N16 -3.8485 -0.0229 0.0224 0.1728 0.0000 -3.6757 16776.9216 0
N15 -2.6552 -0.0196 0.0154 0.4227 0.0000 -2.2325 13535.6288 0
N14B -8.0425 -0.1461 0.0467 0.0253 0.0000 -8.0171 5503.2354 0
N14A -1.4329 -0.0133 0.0083 0.1158 0.0500 -1.3671 10809.2974 0
N13 -7.7804 -0.0719 0.0452 0.0278 0.0000 -7.7526 10817.9491 0
N12 37.9714 0.3506 0.2205 0.0193 0.0000 37.9907 10831.9133 0
N11 44.7637 0.3440 0.2600 0.1113 0.0000 44.8750 13013.8176 0
N10 -0.1994 -0.0227 0.0012 0.0034 0.0000 -0.1960 878.1042 0
N9 -1.4298 -0.1625 0.0083 0.0079 0.0000 -1.4219 879.6599 0
N8 -3.9333 -0.2359 0.0228 0.0152 0.0000 -3.9181 1667.0307 0
N7 -0.9498 -0.1193 0.0055 0.0037 0.0000 -0.9461 796.1919 0
N6 1.0247 0.0308 0.0060 0.0167 0.0000 1.0414 3331.2534 0
N5 -3.9933 -0.4692 0.0232 0.0071 0.0000 -3.9862 851.0091 0
N4 -1.4782 -0.0202 0.0086 0.0347 0.0000 -1.4435 7308.5708 0
N3 -23.6952 -0.1167 0.1376 0.2568 0.0000 -23.4384 20300.2132 0
N2 -5.0289 -0.0145 0.0292 0.5286 0.0000 -4.5003 34704.9600 0
N1 -1.4080 -0.0041 0.0082 0.0770 0.0000 -1.3310 34708.0607 0
The total continuity error was -167.63 cubic meters
The remaining total volume was 19.864 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 270.6505 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N53 0.0000 0.0000 297.3755 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N52 0.0000 0.0000 286.5078 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N38 0.0000 0.0000 373.5408 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N51 0.0000 0.0000 183.0290 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N48 0.0000 0.0000 249.0730 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N50 0.0000 0.0000 386.2912 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N47 0.0000 0.0000 467.7823 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N45 0.0000 0.0000 430.7548 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N43 0.0000 0.0000 265.6163 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N42 0.0000 0.0000 368.4532 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N37 0.0000 0.0000 283.4949 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N36 0.0000 0.0000 354.0515 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N35 0.0000 0.0000 91.7858 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N31 0.0000 0.0000 423.9054 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N30 0.0000 0.0000 310.3248 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N29 0.0000 0.0000 813.3853 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N28 0.0000 0.0000 487.9682 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N27 0.0000 0.0000 867.4796 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N26 0.0000 0.0000 74.3548 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N23 0.0000 0.0000 762.5012 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N22 0.0000 0.0000 271.9799 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N21 0.0000 0.0000 426.2187 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N20 0.0000 0.0000 1344.0008 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N19 0.0000 0.0000 1066.7132 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N18 0.0000 0.0000 664.3417 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N17 0.0000 0.0000 175.2101 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N11 0.0000 0.0000 1021.6239 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N10 0.0000 0.0000 438.9464 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N8 0.0000 0.0000 413.1899 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N7 0.0000 0.0000 397.6372 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N6 0.0000 0.0000 1267.5825 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N5 0.0000 0.0000 423.5313 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N4 0.0000 0.0000 836.9494 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N2 0.0000 0.0000 421.3835 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 17354.6068 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 0.0229 0.0000
N53 0.0000 0.0000 0.0000 0.0233 0.0000
N52 0.0000 0.0000 0.0000 0.0327 0.0000
N38 0.0000 0.0000 0.0000 1.0998 0.0000
N51 0.0000 0.0000 0.0000 1.0207 0.0000
N48 0.0000 0.0000 0.0000 1.0549 0.0000
N50 0.0000 0.0000 0.0000 1.0587 0.0000
N47 0.0000 0.0000 0.0000 1.0984 0.0000
N46 0.0000 0.0000 0.0000 1.1085 0.0000
N45 0.0000 0.0000 0.0000 1.1570 0.0000
N43 0.0000 0.0000 0.0000 0.0214 0.0000
N42 0.0000 0.0000 0.0000 0.0281 0.0000
N37 0.0000 0.0000 0.0000 0.0676 0.0000
N36 0.0000 0.0000 0.0000 1.3910 0.0000
N35 0.0000 0.0000 0.0000 1.1501 0.0000
N34 0.0000 0.0000 0.0000 0.1464 0.0000
N31 0.0000 0.0000 0.0000 0.0234 0.0000
N30 0.0000 0.0000 0.0000 1.6662 0.0000
N29 0.0000 0.0000 0.0000 0.1404 0.0000
N28 0.0000 0.0000 0.0000 0.0807 0.0000
N27 0.0000 0.0000 0.0000 1.3799 0.0000
N26 0.0000 0.0000 0.0000 0.2149 0.0000
N25 46.8056 0.0000 0.0000 0.8394 0.0000
N24 54.2083 0.0000 0.0000 1.6026 0.0000
N23 0.0000 0.0000 0.0000 0.1203 0.0000
N22 0.0000 0.0000 0.0000 1.7778 0.0000
N21 0.0000 0.0000 0.0000 1.1537 0.0000
N20 0.0000 0.0000 0.0000 1.0280 0.0000
N19 0.0000 0.0000 0.0000 1.5512 0.0000
N18 0.0000 0.0000 0.0000 1.3290 0.0000
N17 0.0000 0.0000 0.0000 1.4036 0.0000
N16 68.7083 0.0000 0.0000 1.8157 0.0000
N15 71.1111 0.0000 0.0000 1.2830 0.0000
N14B 0.0000 0.0000 0.0000 1.3178 0.0000
N14A 0.0000 0.0000 0.0000 1.2782 0.0000
N13 0.0000 0.0000 0.0000 0.8253 0.0000
N12 0.0000 0.0000 0.0000 0.8540 0.0000
N11 0.0000 0.0000 0.0000 1.0051 0.0000
N10 0.0000 0.0000 0.0000 1.0088 0.0000
N9 0.0000 0.0000 0.0000 1.0202 0.0000
N8 0.0000 0.0000 0.0000 1.0447 0.0000
N7 0.0000 0.0000 0.0000 1.0306 0.0000
N6 0.0000 0.0000 0.0000 1.0623 0.0000
N5 0.0000 0.0000 0.0000 1.0223 0.0000
N4 0.0000 0.0000 0.0000 1.1507 0.0000
N3 0.0000 0.0000 0.0000 0.9270 0.0000
N2 0.0000 0.0000 0.0000 0.9364 0.0000
N1 0.0000 0.0000 0.0000 0.9378 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 0.019 percent
The Junction with the largest average change was.N16 with 0.055 percent
The Conduit with the largest sinuosity was.......1502 with 4.817
*===================================================================*
| 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 270.6673 0.0125
N53 297.3968 0.0138
N52 286.5306 0.0133
N38 373.5641 0.0173
N51 183.0437 0.0085
N48 249.0904 0.0115
N50 386.3173 0.0179
N47 467.8102 0.0217
N45 430.7830 0.0199
N43 265.6358 0.0123
N42 368.4750 0.0171
N37 283.5218 0.0131
N36 354.0847 0.0164
N35 91.7972 0.0042
N31 423.9460 0.0196
N30 310.3576 0.0144
N29 813.4507 0.0377
N28 488.0143 0.0226
N27 867.5401 0.0402
N26 74.3585 0.0034
N23 762.5877 0.0353
N22 272.0005 0.0126
N21 426.2601 0.0197
N20 1344.0224 0.0622
N19 1066.7755 0.0494
N18 664.3711 0.0308
N17 175.2233 0.0081
N11 1021.6646 0.0473
N10 438.9820 0.0203
N8 413.2211 0.0191
N7 397.6669 0.0184
N6 1267.6389 0.0587
N5 423.5648 0.0196
N4 837.0119 0.0388
N2 421.4026 0.0195
N1 -17354.6068 -0.8035
Outflow Outflow Average
Junction Volume m^3 Outflow, cms
--------------- ------------ ------------
N1 17354.6068 0.8035
*=====================================================*
| Initial system volume = 0.0500 Cu M |
| Total system inflow volume = 17217.6344 Cu M |
| Inflow + Initial volume = 17217.6844 Cu M |
*=====================================================*
| Total system outflow = 17354.6068 Cu M |
| Volume left in system = 19.8643 Cu M |
| Evaporation = 0.0000 Cu M |
| Outflow + Final Volume = 17374.4711 Cu M |
*=====================================================*
*===============================================*
| Total Model Continuity Error |
| Error in Continuity, Percent = -0.9106 |
| Error in Continuity, m^3 = -156.787 |
| + Error means a continuity loss, - a gain |
*===============================================*
###################################################
# Table E22. Numerical Model judgement section #
###################################################
Your overall error was -0.9106 percent
Worst nodal error was in node N30 with -1.0642 percent
Of the total inflow this loss was 0.2863 percent
Your overall continuity error was Excellent
Excellent Efficiency
Efficiency of the simulation 1.36
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\e100y1p5.out
*==============================================================*
| SWMM Simulation Date and Time Summary |
*==============================================================*
| Starting Date... October 9, 2017 Time... 16:18: 0:65 |
| Ending Date... October 9, 2017 Time... 16:18:17:75 |
| Elapsed Time... 0.28500 minutes or 17.10000 seconds |
*==============================================================*
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