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e100y2hr.out
From the archive XPXtrm.zip, inside Further information re: stormwater modelling - REC17/0011. File date in the archive: 2017-10-09 16:10.
3462.4162
N10 N9 0.1897 495.5925
N7 N6 0.1720 450.5421
N6 N4 0.6639 1883.1289
N5 N4 0.1819 483.3888
N4 N3 1.3052 4159.6125
N3 N2 4.1360 10976.9104
N14B N14A 2.1901 2614.2890
#########################################################
# 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 8.9224 7.0319 Natural
5047 N50 N47 5.7000 4.6000 5.7568 4.6953 Natural
5114b N51 N14B 4.8000 3.0000 4.8201 3.1126 Natural
4342 N43 N42 9.2000 7.3000 9.2210 7.3275 Natural
3736 N37 N30 7.0000 5.5200 7.0666 5.8624 Natural
3534 N35 N34 4.2000 4.1000 4.3409 4.2373 Natural
3422 N34 N22 4.1000 3.4000 4.2373 3.6258 Natural
3130 N31 N30 7.5000 5.7000 7.5228 5.8624 Natural
3024 N30 N24 4.2000 2.8600 5.8624 4.1828 Circular
3036 N30 N36 5.6200 5.5200 5.8624 5.8582 Natural
2827 N28 N27 8.3000 6.7000 8.3795 6.7794 Natural
2726 N27 N26 6.7000 6.5000 6.7286 6.7080 Natural
2629 N26 N29 6.5000 6.4000 6.7080 6.5365 Natural
2930 N29 N30 6.4000 5.6200 6.5365 5.8624 Natural
2725 N27 N25 5.3500 4.8700 6.7286 5.7044 Circular
2524 N25 N24 4.8700 2.8600 5.7044 4.1828 Circular
2422 N24 N22 2.5900 1.8600 4.1828 3.6258 Circular
L575 N23 N22 4.7000 3.4000 4.8207 3.6258 Natural
2117 N21 N17 3.0000 2.9500 3.1423 3.1421 Natural
1714B N17 N14B 2.8500 2.8000 3.1421 3.1126 Natural
1716 N17 N16 1.7500 1.3500 3.1421 3.1461 Circular
1615 N16 N15 1.3400 1.2100 3.1451 2.4785 Circular
1614A N16 N14A 1.6500 1.6000 3.1451 2.8520 Circular
4514B N45 N14B 3.5000 2.8500 3.6547 3.1126 Natural
4515 N45 N15 2.5000 1.2100 3.6547 2.4785 Circular
1502 N15 N2 1.2100 1.0500 2.4787 1.9662 Circular
14A13 N13 N14A 1.8600 1.6000 2.6699 2.8520 Natural
1312 N13 N12 1.8600 1.6800 2.6699 2.5025 Natural
1211 N12 N11 1.6800 1.3400 2.5025 2.3251 Natural
1103 N11 N3 1.3400 1.1000 2.3251 2.0071 Natural
0912 N9 N12 3.5000 2.0000 3.5186 2.5025 Natural
0908 N9 N8 2.5000 2.0000 3.5186 3.0426 Circular
0811 N8 N11 3.0000 2.0000 3.0426 2.3251 Natural
0804 N8 N4 2.0000 1.7000 3.0426 2.8416 Circular
0201 N2 N1 1.0500 0.9300 1.9662 1.8454 Natural
5248 N52 N48 7.0000 4.8000 7.0319 4.8246 Natural
4845 N48 N45 4.6000 3.5000 4.6530 3.6547 Natural
4250 N42 N50 7.3000 5.7000 7.3275 5.7568 Natural
5338 N53 N38 8.5000 6.0000 8.5228 6.0969 Natural
3851 N38 N51 6.1500 4.8000 6.0969 4.8201 Natural
4746o N47 N46 4.6000 4.0000 4.6953 4.1048 Natural
4746u N47 N46 3.6000 3.0000 4.6953 4.1048 Circular
4645o N46 N45 4.0000 3.5000 4.1048 3.6547 Natural
4645u N46 N45 3.0000 2.5000 4.1048 3.6547 Circular
3836o N38 N36 6.0000 5.5200 6.0969 5.8582 Natural
3635o N36 N35 5.7700 5.2000 5.8582 5.2829 Natural
2217o N22 N17 3.4000 2.9500 3.6258 3.1748 Natural
2217u N22 N17 1.8600 1.7500 3.6258 3.1421 Circular
2019o N20 N19 7.0000 6.0000 7.0254 6.0361 Natural
2019u N20 N19 6.0000 4.5000 7.0254 6.0361 Circular
1918o N19 N18 6.0000 3.0000 6.0361 3.2225 Natural
1918u N19 N18 4.5000 1.9000 6.0361 3.2225 Circular
1817o N18 N17 3.0000 2.9500 3.2225 3.1421 Natural
1817u N18 N17 1.9000 1.7500 3.2225 3.1421 Circular
1009o N10 N9 4.6000 3.5000 4.6054 3.5186 Natural
1009u N10 N9 3.6000 2.5000 4.6054 3.5186 Circular
0706o N7 N6 5.0000 4.5000 5.0290 4.5592 Natural
0706u N7 N6 4.0000 3.5000 5.0290 4.5592 Circular
0604o N6 N4 4.5000 2.8000 4.5592 2.8590 Natural
0604u N6 N4 3.5000 1.7000 4.5592 2.8416 Circular
0504o N5 N4 4.3000 2.8000 4.3206 2.8416 Natural
0504u N5 N4 3.3000 1.7000 4.3206 2.8416 Circular
0403o N4 N3 2.8000 2.0000 2.8416 2.0329 Natural
0403u N4 N3 1.7000 1.1000 2.8416 2.0071 Circular
0302o N3 N2 1.8200 1.8100 2.0071 1.9662 Natural
0302u N3 N2 1.1000 1.0500 2.0071 1.9662 Rectangle
14a14bo N14B N14A 2.9900 2.5000 3.1126 2.8520 Natural
14a14bu N14B N14A 1.8000 1.6000 3.1126 2.8520 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 -3.4000 -0.5548 0.0175 0.0731 0.0000 -3.3270 612.7537 0
N53 -6.1363 -0.9084 0.0316 0.5010 0.0000 -5.6353 675.2356 0
N52 -4.5961 -0.3631 0.0237 0.1151 0.0000 -4.4810 1265.9080 0
N38 -20.7847 -1.3487 0.1070 4.3793 0.0000 -16.4054 1538.8533 0
N51 2.2721 0.5550 0.0117 1.0154 0.0000 3.2875 408.8479 0
N48 -8.6930 -0.4726 0.0448 1.1001 0.0000 -7.5929 1838.7086 0
N50 -14.4696 -0.6192 0.0745 1.1026 0.0000 -13.3670 2336.1631 0
N47 -2.2629 -0.0664 0.0117 0.0514 0.0000 -2.2116 3405.9901 0
N46 -1.9913 -0.0584 0.0103 0.0193 0.0000 -1.9720 3409.8807 0
N45 -8.8897 -0.1425 0.0458 0.1167 0.0000 -8.7730 6237.5681 0
N43 -2.7682 -0.4607 0.0143 0.0410 0.0000 -2.7272 600.8237 0
N42 -10.1047 -0.7002 0.0520 0.0992 0.0000 -10.0055 1443.1520 0
N37 -1.9461 -0.3032 0.0100 0.0042 0.0000 -1.9419 641.9041 0
N36 -7.6427 -0.3240 0.0394 5.3001 0.0000 -2.3426 2356.2823 0
N35 -1.3351 -0.0560 0.0069 1.0011 0.0000 -0.3340 2382.3378 0
N34 -12.2770 -0.5128 0.0632 0.0041 0.0000 -12.2729 2394.1676 0
N31 3.6283 0.3806 0.0187 0.0229 0.0000 3.6512 953.2080 0
N30 -58.3315 -1.1163 0.3003 1.4129 0.0000 -56.9185 5224.6344 0
N29 -4.2281 -0.1573 0.0218 0.1464 0.0000 -4.0816 2687.6626 0
N28 -1.6015 -0.1452 0.0082 0.0060 0.0000 -1.5955 1102.9753 0
N27 -2.2215 -0.0725 0.0114 0.3616 0.0000 -1.8599 3064.2412 0
N26 -10.1730 -1.2127 0.0524 0.4591 0.0000 -9.7139 838.6370 0
N25 1.9780 0.0823 0.0102 0.0167 0.0000 1.9947 2402.5332 0
N24 -5.3335 -0.0694 0.0275 0.1513 0.0000 -5.1823 7686.7147 0
N23 -2.5789 -0.1496 0.0133 0.0096 0.0000 -2.5693 1723.3202 0
N22 -6.4678 -0.0520 0.0333 0.1954 0.0000 -6.2724 12441.6676 0
N21 0.3589 0.0373 0.0018 1.0035 0.0000 1.3624 960.6273 0
N20 -0.2083 -0.0069 0.0011 0.0128 0.0000 -0.1955 3035.4626 0
N19 -6.1737 -0.1133 0.0318 0.0788 0.0000 -6.0949 5447.8686 0
N18 12.5760 0.1813 0.0648 0.0950 0.0000 12.6711 6938.0687 0
N17 -6.9696 -0.0336 0.0359 0.1754 0.0000 -6.7942 20731.0207 0
N16 -4.6715 -0.0238 0.0241 0.2080 0.0000 -4.4635 19650.7072 0
N15 -4.1229 -0.0252 0.0212 0.5080 0.0000 -3.6148 16346.4095 0
N14B -17.5857 -0.3375 0.0905 0.0272 0.0000 -17.5585 5211.2483 0
N14A -4.9486 -0.0446 0.0255 0.1162 0.0500 -4.8823 11088.6773 0
N13 -12.7711 -0.1150 0.0658 0.0279 0.0000 -12.7432 11103.6049 0
N12 24.9871 0.2246 0.1287 0.0225 0.0000 25.0096 11124.6184 0
N11 12.7177 0.0935 0.0655 0.1298 0.0000 12.8475 13594.6637 0
N10 -0.0205 -0.0021 0.0001 0.0041 0.0000 -0.0164 991.2300 0
N9 -2.6123 -0.2629 0.0135 0.0096 0.0000 -2.6027 993.7815 0
N8 -0.5546 -0.0293 0.0029 0.0185 0.0000 -0.5361 1894.3171 0
N7 -1.6449 -0.1829 0.0085 0.0045 0.0000 -1.6404 899.5456 0
N6 -1.3260 -0.0352 0.0068 0.0200 0.0000 -1.3060 3765.1127 0
N5 -5.2094 -0.5417 0.0268 0.0086 0.0000 -5.2008 961.6395 0
N4 -5.8295 -0.0701 0.0300 0.0421 0.0000 -5.7874 8313.9454 0
N3 -29.3026 -0.1336 0.1509 0.2975 0.0000 -29.0051 21926.5004 0
N2 -7.5252 -0.0192 0.0387 0.6262 0.0000 -6.8991 39255.0201 0
N1 -2.0620 -0.0053 0.0106 0.0921 0.0000 -1.9699 39258.4353 0
The total continuity error was -253.25 cubic meters
The remaining total volume was 21.234 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 304.7097 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N53 0.0000 0.0000 334.7934 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N52 0.0000 0.0000 322.7178 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N38 0.0000 0.0000 420.8079 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N51 0.0000 0.0000 206.0630 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N48 0.0000 0.0000 280.4182 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N50 0.0000 0.0000 434.9008 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N47 0.0000 0.0000 527.2634 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N45 0.0000 0.0000 485.5304 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N43 0.0000 0.0000 299.0383 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N42 0.0000 0.0000 414.8219 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N37 0.0000 0.0000 319.9701 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N36 0.0000 0.0000 399.5433 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N35 0.0000 0.0000 103.6524 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N31 0.0000 0.0000 478.4361 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N30 0.0000 0.0000 350.2054 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N29 0.0000 0.0000 917.8501 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N28 0.0000 0.0000 550.6747 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N27 0.0000 0.0000 978.9442 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N26 0.0000 0.0000 83.8547 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N23 0.0000 0.0000 860.4779 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N22 0.0000 0.0000 306.2019 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N21 0.0000 0.0000 480.9731 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N20 0.0000 0.0000 1517.7126 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N19 0.0000 0.0000 1203.2525 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N18 0.0000 0.0000 748.7948 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N17 0.0000 0.0000 197.5027 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N11 0.0000 0.0000 1150.6474 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N10 0.0000 0.0000 495.6034 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N8 0.0000 0.0000 466.5465 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N7 0.0000 0.0000 448.9751 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N6 0.0000 0.0000 1431.3867 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N5 0.0000 0.0000 478.2187 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N4 0.0000 0.0000 945.0806 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N2 0.0000 0.0000 474.6425 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 19629.7736 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 0.0224 0.0000
N53 0.0000 0.0000 0.0000 0.0228 0.0000
N52 0.0000 0.0000 0.0000 0.0319 0.0000
N38 0.0000 0.0000 0.0000 1.0969 0.0000
N51 0.0000 0.0000 0.0000 1.0201 0.0000
N48 0.0000 0.0000 0.0000 1.0530 0.0000
N50 0.0000 0.0000 0.0000 1.0568 0.0000
N47 0.0000 0.0000 0.0000 1.0953 0.0000
N46 0.0000 0.0000 0.0000 1.1048 0.0000
N45 0.0000 0.0000 0.0000 1.1547 0.0000
N43 0.0000 0.0000 0.0000 0.0210 0.0000
N42 0.0000 0.0000 0.0000 0.0275 0.0000
N37 0.0000 0.0000 0.0000 0.0666 0.0000
N36 0.0000 0.0000 0.0000 1.3882 0.0000
N35 0.0000 0.0000 0.0000 1.1409 0.0000
N34 0.0000 0.0000 0.0000 0.1373 0.0000
N31 0.0000 0.0000 0.0000 0.0228 0.0000
N30 0.0000 0.0000 0.0000 1.6624 0.0000
N29 0.0000 0.0000 0.0000 0.1365 0.0000
N28 0.0000 0.0000 0.0000 0.0795 0.0000
N27 0.0000 0.0000 0.0000 1.3786 0.0000
N26 0.0000 0.0000 0.0000 0.2080 0.0000
N25 49.9167 0.0000 0.0000 0.8344 0.0000
N24 61.5833 0.0000 0.0000 1.5928 0.0000
N23 0.0000 0.0000 0.0000 0.1207 0.0000
N22 0.0000 0.0000 0.0000 1.7658 0.0000
N21 0.0000 0.0000 0.0000 1.1423 0.0000
N20 0.0000 0.0000 0.0000 1.0254 0.0000
N19 0.0000 0.0000 0.0000 1.5361 0.0000
N18 0.0000 0.0000 0.0000 1.3225 0.0000
N17 0.0000 0.0000 0.0000 1.3921 0.0000
N16 79.5278 0.0000 0.0000 1.8061 0.0000
N15 82.7222 0.0000 0.0000 1.2687 0.0000
N14B 0.0000 0.0000 0.0000 1.3126 0.0000
N14A 0.0000 0.0000 0.0000 1.2520 0.0000
N13 0.0000 0.0000 0.0000 0.8099 0.0000
N12 0.0000 0.0000 0.0000 0.8225 0.0000
N11 0.0000 0.0000 0.0000 0.9851 0.0000
N10 0.0000 0.0000 0.0000 1.0054 0.0000
N9 0.0000 0.0000 0.0000 1.0186 0.0000
N8 0.0000 0.0000 0.0000 1.0426 0.0000
N7 0.0000 0.0000 0.0000 1.0290 0.0000
N6 0.0000 0.0000 0.0000 1.0592 0.0000
N5 0.0000 0.0000 0.0000 1.0219 0.0000
N4 0.0000 0.0000 0.0000 1.1416 0.0000
N3 0.0000 0.0000 0.0000 0.9071 0.0000
N2 0.0000 0.0000 0.0000 0.9162 0.0000
N1 0.0000 0.0000 0.0000 0.9154 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 0.058 percent
The Conduit with the largest sinuosity was.......1502 with 4.789
*===================================================================*
| 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 304.7258 0.0141
N53 334.8138 0.0155
N52 322.7396 0.0149
N38 420.8303 0.0195
N51 206.0770 0.0095
N48 280.4348 0.0130
N50 434.9256 0.0201
N47 527.2912 0.0244
N45 485.5583 0.0225
N43 299.0569 0.0138
N42 414.8429 0.0192
N37 319.9961 0.0148
N36 399.5754 0.0185
N35 103.6638 0.0048
N31 478.4755 0.0222
N30 350.2372 0.0162
N29 917.9133 0.0425
N28 550.7192 0.0255
N27 979.0027 0.0453
N26 83.8583 0.0039
N23 860.5631 0.0398
N22 306.2214 0.0142
N21 481.0131 0.0223
N20 1517.7361 0.0703
N19 1203.3135 0.0557
N18 748.8240 0.0347
N17 197.5155 0.0091
N11 1150.6882 0.0533
N10 495.6375 0.0229
N8 466.5764 0.0216
N7 449.0035 0.0208
N6 1431.4417 0.0663
N5 478.2507 0.0221
N4 945.1404 0.0438
N2 474.6616 0.0220
N1 -19629.7736 -0.9088
Outflow Outflow Average
Junction Volume m^3 Outflow, cms
--------------- ------------ ------------
N1 19629.7736 0.9088
*=====================================================*
| Initial system volume = 0.0500 Cu M |
| Total system inflow volume = 19420.2120 Cu M |
| Inflow + Initial volume = 19420.2620 Cu M |
*=====================================================*
| Total system outflow = 19629.7736 Cu M |
| Volume left in system = 21.2339 Cu M |
| Evaporation = 0.0000 Cu M |
| Outflow + Final Volume = 19651.0075 Cu M |
*=====================================================*
*===============================================*
| Total Model Continuity Error |
| Error in Continuity, Percent = -1.1882 |
| Error in Continuity, m^3 = -230.745 |
| + Error means a continuity loss, - a gain |
*===============================================*
###################################################
# Table E22. Numerical Model judgement section #
###################################################
Your overall error was -1.1882 percent
Worst nodal error was in node N30 with -1.1165 percent
Of the total inflow this loss was 0.3004 percent
Your overall continuity error was Great
Excellent Efficiency
Efficiency of the simulation 1.32
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\e100y2hr.out
*==============================================================*
| SWMM Simulation Date and Time Summary |
*==============================================================*
| Starting Date... October 9, 2017 Time... 16: 9:52:85 |
| Ending Date... October 9, 2017 Time... 16:10:12:29 |
| Elapsed Time... 0.32400 minutes or 19.44000 seconds |
*==============================================================*
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