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e100y45m.out
From the archive XPXtrm.zip, inside Further information re: stormwater modelling - REC17/0011. File date in the archive: 2017-10-09 17:14.
2176.6219
N10 N9 0.2285 315.3138
N7 N6 0.2063 285.6382
N6 N4 0.7873 1194.6262
N5 N4 0.2181 302.7719
N4 N3 1.5302 2521.8770
N3 N2 4.6041 7858.0333
N14B N14A 2.7989 2726.6876
#########################################################
# 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 8.9242 7.0341 Natural
5047 N50 N47 5.7000 4.6000 5.7634 4.7063 Natural
5114b N51 N14B 4.8000 3.0000 4.8226 3.1226 Natural
4342 N43 N42 9.2000 7.3000 9.2226 7.3298 Natural
3736 N37 N30 7.0000 5.5200 7.0710 5.8695 Natural
3534 N35 N34 4.2000 4.1000 4.3575 4.2538 Natural
3422 N34 N22 4.1000 3.4000 4.2538 3.6444 Natural
3130 N31 N30 7.5000 5.7000 7.5255 5.8695 Natural
3024 N30 N24 4.2000 2.8600 5.8695 4.1989 Circular
3036 N30 N36 5.6200 5.5200 5.8695 5.8631 Natural
2827 N28 N27 8.3000 6.7000 8.3852 6.7847 Natural
2726 N27 N26 6.7000 6.5000 6.7335 6.7318 Natural
2629 N26 N29 6.5000 6.4000 6.7318 6.5502 Natural
2930 N29 N30 6.4000 5.6200 6.5502 5.8695 Natural
2725 N27 N25 5.3500 4.8700 6.7335 5.7133 Circular
2524 N25 N24 4.8700 2.8600 5.7133 4.1989 Circular
2422 N24 N22 2.5900 1.8600 4.1986 3.6444 Circular
L575 N23 N22 4.7000 3.4000 4.8382 3.6444 Natural
2117 N21 N17 3.0000 2.9500 3.1634 3.1632 Natural
1714B N17 N14B 2.8500 2.8000 3.1632 3.1226 Natural
1716 N17 N16 1.7500 1.3500 3.1632 3.1652 Circular
1615 N16 N15 1.3400 1.2100 3.1648 2.4990 Circular
1614A N16 N14A 1.6500 1.6000 3.1648 2.9011 Circular
4514B N45 N14B 3.5000 2.8500 3.6616 3.1226 Natural
4515 N45 N15 2.5000 1.2100 3.6616 2.4990 Circular
1502 N15 N2 1.2100 1.0500 2.4990 1.9928 Circular
14A13 N13 N14A 1.8600 1.6000 2.6996 2.9011 Natural
1312 N13 N12 1.8600 1.6800 2.6996 2.5526 Natural
1211 N12 N11 1.6800 1.3400 2.5526 2.3579 Natural
1103 N11 N3 1.3400 1.1000 2.3579 2.0324 Natural
0912 N9 N12 3.5000 2.0000 3.5265 2.5526 Natural
0908 N9 N8 2.5000 2.0000 3.5265 3.0522 Circular
0811 N8 N11 3.0000 2.0000 3.0522 2.3579 Natural
0804 N8 N4 2.0000 1.7000 3.0522 2.8631 Circular
0201 N2 N1 1.0500 0.9300 1.9928 1.8731 Natural
5248 N52 N48 7.0000 4.8000 7.0341 4.8263 Natural
4845 N48 N45 4.6000 3.5000 4.6583 3.6616 Natural
4250 N42 N50 7.3000 5.7000 7.3298 5.7634 Natural
5338 N53 N38 8.5000 6.0000 8.5246 6.0977 Natural
3851 N38 N51 6.1500 4.8000 6.0977 4.8226 Natural
4746o N47 N46 4.6000 4.0000 4.7063 4.1167 Natural
4746u N47 N46 3.6000 3.0000 4.7063 4.1167 Circular
4645o N46 N45 4.0000 3.5000 4.1167 3.6616 Natural
4645u N46 N45 3.0000 2.5000 4.1167 3.6616 Circular
3836o N38 N36 6.0000 5.5200 6.0977 5.8631 Natural
3635o N36 N35 5.7700 5.2000 5.8631 5.2880 Natural
2217o N22 N17 3.4000 2.9500 3.6444 3.1917 Natural
2217u N22 N17 1.8600 1.7500 3.6444 3.1632 Circular
2019o N20 N19 7.0000 6.0000 7.0299 6.0739 Natural
2019u N20 N19 6.0000 4.5000 7.0299 6.0739 Circular
1918o N19 N18 6.0000 3.0000 6.0739 3.2391 Natural
1918u N19 N18 4.5000 1.9000 6.0739 3.2391 Circular
1817o N18 N17 3.0000 2.9500 3.2391 3.1632 Natural
1817u N18 N17 1.9000 1.7500 3.2391 3.1632 Circular
1009o N10 N9 4.6000 3.5000 4.6177 3.5265 Natural
1009u N10 N9 3.6000 2.5000 4.6177 3.5265 Circular
0706o N7 N6 5.0000 4.5000 5.0355 4.5694 Natural
0706u N7 N6 4.0000 3.5000 5.0355 4.5694 Circular
0604o N6 N4 4.5000 2.8000 4.5694 2.8692 Natural
0604u N6 N4 3.5000 1.7000 4.5694 2.8631 Circular
0504o N5 N4 4.3000 2.8000 4.3277 2.8631 Natural
0504u N5 N4 3.3000 1.7000 4.3277 2.8631 Circular
0403o N4 N3 2.8000 2.0000 2.8631 2.0538 Natural
0403u N4 N3 1.7000 1.1000 2.8631 2.0324 Circular
0302o N3 N2 1.8200 1.8100 2.0324 1.9928 Natural
0302u N3 N2 1.1000 1.0500 2.0324 1.9928 Rectangle
14a14bo N14B N14A 2.9900 2.5000 3.1226 2.9011 Natural
14a14bu N14B N14A 1.8000 1.6000 3.1226 2.9011 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 -5.0281 -1.2736 0.0407 0.0480 0.0000 -4.9801 394.7599 0
N53 -8.0053 -1.8353 0.0648 0.2422 0.0000 -7.7631 436.0592 0
N52 -8.5035 -1.0365 0.0688 0.0738 0.0000 -8.4297 820.3923 0
N38 -22.0929 -2.2066 0.1787 3.8156 0.0000 -18.2773 999.3289 0
N51 3.1069 1.1951 0.0251 1.0111 0.0000 4.1179 259.4555 0
N48 -8.5705 -0.7170 0.0693 1.0628 0.0000 -7.5077 1194.7775 0
N50 -21.1557 -1.3911 0.1711 1.0702 0.0000 -20.0855 1520.2921 0
N47 1.1446 0.0518 0.0093 0.0347 0.0000 1.1793 2211.2614 0
N46 -3.5867 -0.1621 0.0290 0.0128 0.0000 -3.5740 2213.2095 0
N45 -2.3859 -0.0591 0.0193 0.0739 0.0000 -2.3121 4039.7829 0
N43 -4.0115 -1.0378 0.0324 0.0283 0.0000 -3.9832 386.5352 0
N42 -11.6167 -1.2456 0.0940 0.0684 0.0000 -11.5483 932.5959 0
N37 -3.8909 -0.9477 0.0315 0.0029 0.0000 -3.8880 410.5555 0
N36 -1.7548 -0.0766 0.0142 4.8569 0.0000 3.1021 2288.7978 0
N35 -1.0824 -0.0448 0.0088 1.0007 0.0000 -0.0817 2416.5151 0
N34 -9.7281 -0.4011 0.0787 0.0028 0.0000 -9.7253 2425.4464 0
N31 4.4588 0.7387 0.0361 0.0165 0.0000 4.4754 603.5912 0
N30 -33.9117 -0.9466 0.2743 1.2307 0.0000 -32.6810 3581.7565 0
N29 0.5610 0.0268 0.0045 0.1220 0.0000 0.6831 2091.8348 0
N28 -1.6742 -0.2385 0.0135 0.0040 0.0000 -1.6701 701.8416 0
N27 -1.5520 -0.0796 0.0126 0.3039 0.0000 -1.2481 1949.1439 0
N26 -14.6551 -1.6071 0.1185 0.3883 0.0000 -14.2668 911.6988 0
N25 4.5995 0.3983 0.0372 0.0108 0.0000 4.6104 1154.7771 0
N24 -5.9422 -0.1484 0.0481 0.0835 0.0000 -5.8587 4003.2695 0
N23 10.9014 1.0064 0.0882 0.0062 0.0000 10.9076 1083.1905 0
N22 -21.6299 -0.2728 0.1750 0.1150 0.0000 -21.5149 7928.1993 0
N21 1.3888 0.2278 0.0112 1.0025 0.0000 2.3913 609.1933 0
N20 -0.6814 -0.0354 0.0055 0.0088 0.0000 -0.6726 1926.0625 0
N19 -6.4131 -0.1851 0.0519 0.0544 0.0000 -6.3587 3464.1346 0
N18 35.4272 0.8071 0.2866 0.0664 0.0000 35.4936 4389.2447 0
N17 0.4320 0.0033 0.0035 0.1111 0.0000 0.5431 13159.4266 0
N16 -2.7096 -0.0252 0.0219 0.1329 0.0000 -2.5768 10759.8068 0
N15 -2.9298 -0.0339 0.0237 0.3266 0.0000 -2.6032 8636.6981 0
N14B -26.2986 -0.4846 0.2127 0.0233 0.0000 -26.2753 5427.3748 0
N14A -9.0358 -0.1017 0.0731 0.1150 0.0500 -8.9707 8884.2793 0
N13 -12.1248 -0.1362 0.0981 0.0277 0.0000 -12.0971 8903.2931 0
N12 45.3977 0.5071 0.3672 0.0159 0.0000 45.4136 8951.6359 0
N11 16.0416 0.1508 0.1298 0.0917 0.0000 16.1334 10635.8553 0
N10 -0.7730 -0.1227 0.0063 0.0026 0.0000 -0.7704 629.9497 0
N9 -0.9054 -0.1434 0.0073 0.0062 0.0000 -0.8992 631.4796 0
N8 6.8427 0.6033 0.0554 0.0118 0.0000 6.8544 1134.2532 0
N7 -0.7393 -0.1296 0.0060 0.0030 0.0000 -0.7363 570.6386 0
N6 -0.8274 -0.0346 0.0067 0.0133 0.0000 -0.8142 2388.4857 0
N5 0.6710 0.1107 0.0054 0.0055 0.0000 0.6765 606.3329 0
N4 -0.5279 -0.0105 0.0043 0.0270 0.0000 -0.5009 5043.7859 0
N3 -28.6902 -0.1829 0.2321 0.2109 0.0000 -28.4792 15688.9299 0
N2 -5.5456 -0.0222 0.0449 0.4209 0.0000 -5.1248 24964.5295 0
N1 -1.4106 -0.0056 0.0114 0.0603 0.0000 -1.3502 24969.4007 0
The total continuity error was -159.42 cubic meters
The remaining total volume was 18.424 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 194.8890 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N53 0.0000 0.0000 214.1412 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N52 0.0000 0.0000 206.1875 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N38 0.0000 0.0000 268.7007 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N51 0.0000 0.0000 131.8011 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N48 0.0000 0.0000 179.3553 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N50 0.0000 0.0000 278.1664 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N47 0.0000 0.0000 336.2237 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N45 0.0000 0.0000 309.6184 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N43 0.0000 0.0000 191.2718 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N42 0.0000 0.0000 265.3129 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N37 0.0000 0.0000 203.3162 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N36 0.0000 0.0000 253.9850 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N35 0.0000 0.0000 65.7853 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N31 0.0000 0.0000 304.0292 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N30 0.0000 0.0000 222.6310 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N29 0.0000 0.0000 583.4881 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N28 0.0000 0.0000 350.0480 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N27 0.0000 0.0000 622.2163 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N26 0.0000 0.0000 53.3869 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N23 0.0000 0.0000 547.0516 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N22 0.0000 0.0000 195.8563 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N21 0.0000 0.0000 305.7516 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N20 0.0000 0.0000 962.7562 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N19 0.0000 0.0000 765.6590 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N18 0.0000 0.0000 477.4791 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N17 0.0000 0.0000 125.9246 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N11 0.0000 0.0000 735.1846 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N10 0.0000 0.0000 314.5759 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N8 0.0000 0.0000 296.0865 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N7 0.0000 0.0000 284.9518 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N6 0.0000 0.0000 908.1366 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N5 0.0000 0.0000 303.5050 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N4 0.0000 0.0000 599.6885 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N2 0.0000 0.0000 303.1979 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 12485.6067 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 0.0242 0.0000
N53 0.0000 0.0000 0.0000 0.0246 0.0000
N52 0.0000 0.0000 0.0000 0.0341 0.0000
N38 0.0000 0.0000 0.0000 1.0977 0.0000
N51 0.0000 0.0000 0.0000 1.0226 0.0000
N48 0.0000 0.0000 0.0000 1.0583 0.0000
N50 0.0000 0.0000 0.0000 1.0634 0.0000
N47 0.0000 0.0000 0.0000 1.1063 0.0000
N46 0.0000 0.0000 0.0000 1.1167 0.0000
N45 0.0000 0.0000 0.0000 1.1616 0.0000
N43 0.0000 0.0000 0.0000 0.0226 0.0000
N42 0.0000 0.0000 0.0000 0.0298 0.0000
N37 0.0000 0.0000 0.0000 0.0710 0.0000
N36 0.0000 0.0000 0.0000 1.3931 0.0000
N35 0.0000 0.0000 0.0000 1.1575 0.0000
N34 0.0000 0.0000 0.0000 0.1538 0.0000
N31 0.0000 0.0000 0.0000 0.0255 0.0000
N30 0.0000 0.0000 0.0000 1.6695 0.0000
N29 0.0000 0.0000 0.0000 0.1502 0.0000
N28 0.0000 0.0000 0.0000 0.0853 0.0000
N27 0.0000 0.0000 0.0000 1.3835 0.0000
N26 0.0000 0.0000 0.0000 0.2318 0.0000
N25 34.2222 0.0000 0.0000 0.8433 0.0000
N24 37.9167 0.0000 0.0000 1.6089 0.0000
N23 0.0000 0.0000 0.0000 0.1382 0.0000
N22 0.0000 0.0000 0.0000 1.7844 0.0000
N21 0.0000 0.0000 0.0000 1.1634 0.0000
N20 0.0000 0.0000 0.0000 1.0299 0.0000
N19 0.0000 0.0000 0.0000 1.5739 0.0000
N18 0.0000 0.0000 0.0000 1.3391 0.0000
N17 0.0000 0.0000 0.0000 1.4132 0.0000
N16 41.0833 0.0000 0.0000 1.8252 0.0000
N15 41.1667 0.0000 0.0000 1.2890 0.0000
N14B 0.0000 0.0000 0.0000 1.3226 0.0000
N14A 0.0000 0.0000 0.0000 1.3011 0.0000
N13 0.0000 0.0000 0.0000 0.8396 0.0000
N12 0.0000 0.0000 0.0000 0.8726 0.0000
N11 0.0000 0.0000 0.0000 1.0179 0.0000
N10 0.0000 0.0000 0.0000 1.0177 0.0000
N9 0.0000 0.0000 0.0000 1.0265 0.0000
N8 0.0000 0.0000 0.0000 1.0522 0.0000
N7 0.0000 0.0000 0.0000 1.0355 0.0000
N6 0.0000 0.0000 0.0000 1.0694 0.0000
N5 0.0000 0.0000 0.0000 1.0277 0.0000
N4 0.0000 0.0000 0.0000 1.1631 0.0000
N3 0.0000 0.0000 0.0000 0.9324 0.0000
N2 0.0000 0.0000 0.0000 0.9428 0.0000
N1 0.0000 0.0000 0.0000 0.9431 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 0.024 percent
The Junction with the largest average change was.N16 with 0.051 percent
The Conduit with the largest sinuosity was.......1502 with 4.755
*===================================================================*
| 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 194.9142 0.0090
N53 214.1742 0.0099
N52 206.2247 0.0095
N38 268.7363 0.0124
N51 131.8247 0.0061
N48 179.3819 0.0083
N50 278.2059 0.0129
N47 336.2740 0.0156
N45 309.6687 0.0143
N43 191.3021 0.0089
N42 265.3451 0.0123
N37 203.3645 0.0094
N36 254.0444 0.0118
N35 65.8090 0.0030
N31 304.1025 0.0141
N30 222.6923 0.0103
N29 583.6017 0.0270
N28 350.1303 0.0162
N27 622.3176 0.0288
N26 53.3925 0.0025
N23 547.2230 0.0253
N22 195.8886 0.0091
N21 305.8267 0.0142
N20 962.7901 0.0446
N19 765.7665 0.0355
N18 477.5272 0.0221
N17 125.9471 0.0058
N11 735.2504 0.0340
N10 314.6359 0.0146
N8 296.1380 0.0137
N7 285.0005 0.0132
N6 908.2213 0.0420
N5 303.5609 0.0141
N4 599.7910 0.0278
N2 303.2291 0.0140
N1 -12485.6067 -0.5780
Outflow Outflow Average
Junction Volume m^3 Outflow, cms
--------------- ------------ ------------
N1 12485.6067 0.5780
*=====================================================*
| Initial system volume = 0.0500 Cu M |
| Total system inflow volume = 12360.3589 Cu M |
| Inflow + Initial volume = 12360.4089 Cu M |
*=====================================================*
| Total system outflow = 12485.6067 Cu M |
| Volume left in system = 18.4237 Cu M |
| Evaporation = 0.0000 Cu M |
| Outflow + Final Volume = 12504.0304 Cu M |
*=====================================================*
*===============================================*
| Total Model Continuity Error |
| Error in Continuity, Percent = -1.1619 |
| Error in Continuity, m^3 = -143.621 |
| + Error means a continuity loss, - a gain |
*===============================================*
###################################################
# Table E22. Numerical Model judgement section #
###################################################
Your overall error was -1.1619 percent
Worst nodal error was in node N12 with 0.5071 percent
Of the total inflow this loss was 0.3673 percent
Your overall continuity error was Great
Excellent Efficiency
Efficiency of the simulation 1.38
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\e100y45m.out
*==============================================================*
| SWMM Simulation Date and Time Summary |
*==============================================================*
| Starting Date... October 9, 2017 Time... 17:14: 9:20 |
| Ending Date... October 9, 2017 Time... 17:14:25:45 |
| Elapsed Time... 0.27083 minutes or 16.25000 seconds |
*==============================================================*
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