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e10y1hr.out
From the archive XPXtrm.zip, inside Further information re: stormwater modelling - REC17/0011. File date in the archive: 2017-10-09 17:48.
1708.2048
N10 N9 0.1787 244.0118
N7 N6 0.1585 221.4841
N6 N4 0.6096 925.1718
N5 N4 0.1639 234.8456
N4 N3 1.2060 2059.8634
N3 N2 2.5977 5069.4924
N14B N14A 1.0299 911.7529
#########################################################
# 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 8.9218 7.0299 Natural
5047 N50 N47 5.7000 4.6000 5.7522 4.6872 Natural
5114b N51 N14B 4.8000 3.0000 4.8192 3.0819 Natural
4342 N43 N42 9.2000 7.3000 9.2205 7.3264 Natural
3736 N37 N30 7.0000 5.5200 7.0643 5.8508 Natural
3534 N35 N34 4.2000 4.1000 4.3121 4.2080 Natural
3422 N34 N22 4.1000 3.4000 4.2080 3.5725 Natural
3130 N31 N30 7.5000 5.7000 7.5217 5.8508 Natural
3024 N30 N24 4.2000 2.8600 5.8508 4.1396 Circular
3036 N30 N36 5.6200 5.5200 5.8508 5.8493 Natural
2827 N28 N27 8.3000 6.7000 8.3771 6.7766 Natural
2726 N27 N26 6.7000 6.5000 6.7263 6.6969 Natural
2629 N26 N29 6.5000 6.4000 6.6969 6.5307 Natural
2930 N29 N30 6.4000 5.6200 6.5307 5.8508 Natural
2725 N27 N25 5.3500 4.8700 6.7263 5.6814 Circular
2524 N25 N24 4.8700 2.8600 5.6814 4.1396 Circular
2422 N24 N22 2.5900 1.8600 4.1396 3.5725 Circular
L575 N23 N22 4.7000 3.4000 4.8248 3.5725 Natural
2117 N21 N17 3.0000 2.9500 3.0888 3.0884 Natural
1714B N17 N14B 2.8500 2.8000 3.0884 3.0819 Natural
1716 N17 N16 1.7500 1.3500 3.0884 3.1030 Circular
1615 N16 N15 1.3400 1.2100 3.1021 2.3583 Circular
1614A N16 N14A 1.6500 1.6000 3.1021 2.7193 Circular
4514B N45 N14B 3.5000 2.8500 3.6409 3.0819 Natural
4515 N45 N15 2.5000 1.2100 3.6409 2.3583 Circular
1502 N15 N2 1.2100 1.0500 2.3584 1.8403 Circular
14A13 N13 N14A 1.8600 1.6000 2.5888 2.7193 Natural
1312 N13 N12 1.8600 1.6800 2.5888 2.3643 Natural
1211 N12 N11 1.6800 1.3400 2.3643 2.2088 Natural
1103 N11 N3 1.3400 1.1000 2.2088 1.9067 Natural
0912 N9 N12 3.5000 2.0000 3.5158 2.3643 Natural
0908 N9 N8 2.5000 2.0000 3.5158 3.0392 Circular
0811 N8 N11 3.0000 2.0000 3.0392 2.2088 Natural
0804 N8 N4 2.0000 1.7000 3.0392 2.8243 Circular
0201 N2 N1 1.0500 0.9300 1.8403 1.7203 Natural
5248 N52 N48 7.0000 4.8000 7.0299 4.8230 Natural
4845 N48 N45 4.6000 3.5000 4.6486 3.6409 Natural
4250 N42 N50 7.3000 5.7000 7.3264 5.7522 Natural
5338 N53 N38 8.5000 6.0000 8.5222 6.0865 Natural
3851 N38 N51 6.1500 4.8000 6.0865 4.8192 Natural
4746o N47 N46 4.6000 4.0000 4.6872 4.0955 Natural
4746u N47 N46 3.6000 3.0000 4.6872 4.0955 Circular
4645o N46 N45 4.0000 3.5000 4.0955 3.6409 Natural
4645u N46 N45 3.0000 2.5000 4.0955 3.6409 Circular
3836o N38 N36 6.0000 5.5200 6.0865 5.8493 Natural
3635o N36 N35 5.7700 5.2000 5.8493 5.2744 Natural
2217o N22 N17 3.4000 2.9500 3.5724 3.1224 Natural
2217u N22 N17 1.8600 1.7500 3.5724 3.0884 Circular
2019o N20 N19 7.0000 6.0000 7.0213 6.0203 Natural
2019u N20 N19 6.0000 4.5000 7.0213 6.0046 Circular
1918o N19 N18 6.0000 3.0000 6.0046 3.2081 Natural
1918u N19 N18 4.5000 1.9000 6.0046 3.2081 Circular
1817o N18 N17 3.0000 2.9500 3.2081 3.1027 Natural
1817u N18 N17 1.9000 1.7500 3.2081 3.0884 Circular
1009o N10 N9 4.6000 3.5000 4.5508 3.5158 Natural
1009u N10 N9 3.6000 2.5000 4.5508 3.5158 Circular
0706o N7 N6 5.0000 4.5000 5.0262 4.5543 Natural
0706u N7 N6 4.0000 3.5000 5.0262 4.5543 Circular
0604o N6 N4 4.5000 2.8000 4.5543 2.8538 Natural
0604u N6 N4 3.5000 1.7000 4.5543 2.8243 Circular
0504o N5 N4 4.3000 2.8000 4.3164 2.8243 Natural
0504u N5 N4 3.3000 1.7000 4.3164 2.8243 Circular
0403o N4 N3 2.8000 2.0000 2.8243 2.0171 Natural
0403u N4 N3 1.7000 1.1000 2.8243 1.9067 Circular
0302o N3 N2 1.8200 1.8100 1.9067 1.8623 Natural
0302u N3 N2 1.1000 1.0500 1.9067 1.8403 Rectangle
14a14bo N14B N14A 2.9900 2.5000 3.0819 2.7193 Natural
14a14bu N14B N14A 1.8000 1.6000 3.0819 2.7193 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 -3.3366 -1.1003 0.0349 0.0504 0.0000 -3.2861 303.2107 0
N53 -4.9301 -1.4745 0.0516 0.2636 0.0000 -4.6665 334.2179 0
N52 -6.3253 -1.0035 0.0662 0.0778 0.0000 -6.2475 630.2607 0
N38 -29.7461 -3.8097 0.3112 3.8621 0.0000 -25.8840 778.8701 0
N51 -2.7925 -1.3616 0.0292 1.0116 0.0000 -1.7809 204.5850 0
N48 -7.4220 -0.8075 0.0776 1.0662 0.0000 -6.3558 918.6180 0
N50 -31.8921 -2.7070 0.3336 1.0735 0.0000 -30.8186 1177.5813 0
N47 -1.6268 -0.0941 0.0170 0.0362 0.0000 -1.5906 1728.5772 0
N46 -0.8245 -0.0476 0.0086 0.0134 0.0000 -0.8111 1730.6013 0
N45 -1.7916 -0.0571 0.0187 0.0780 0.0000 -1.7136 3135.4435 0
N43 -2.9293 -0.9854 0.0306 0.0297 0.0000 -2.8996 297.2481 0
N42 -5.3986 -0.7564 0.0565 0.0717 0.0000 -5.3268 713.6748 0
N37 -1.9549 -0.6167 0.0205 0.0030 0.0000 -1.9519 317.0043 0
N36 -3.0610 -0.2554 0.0320 4.8940 0.0000 1.8330 1196.0807 0
N35 -0.5579 -0.0594 0.0058 1.0007 0.0000 0.4428 938.8064 0
N34 -8.1079 -0.8572 0.0848 0.0030 0.0000 -8.1049 945.8275 0
N31 4.2270 0.9054 0.0442 0.0173 0.0000 4.2443 466.8321 0
N30 -32.6053 -1.1320 0.3411 1.2461 0.0000 -31.3592 2879.8089 0
N29 -0.2043 -0.0150 0.0021 0.1212 0.0000 -0.0831 1366.1497 0
N28 -1.1756 -0.2164 0.0123 0.0043 0.0000 -1.1714 543.3549 0
N27 -1.1535 -0.0764 0.0121 0.3008 0.0000 -0.8527 1509.0528 0
N26 -12.7659 -2.8339 0.1335 0.3840 0.0000 -12.3819 450.2733 0
N25 3.5137 0.3053 0.0368 0.0114 0.0000 3.5251 1150.8220 0
N24 -5.6407 -0.1388 0.0590 0.0892 0.0000 -5.5515 4063.3494 0
N23 10.4343 1.2470 0.1092 0.0066 0.0000 10.4409 836.7344 0
N22 -14.0109 -0.2273 0.1466 0.1220 0.0000 -13.8888 6163.4434 0
N21 1.0988 0.2328 0.0115 1.0026 0.0000 2.1014 471.4632 0
N20 -3.0312 -0.2026 0.0317 0.0091 0.0000 -3.0220 1496.3363 0
N19 -1.4109 -0.0525 0.0148 0.0565 0.0000 -1.3544 2685.0355 0
N18 2.9622 0.0866 0.0310 0.0689 0.0000 3.0311 3419.8848 0
N17 -0.1978 -0.0019 0.0021 0.1165 0.0000 -0.0813 10376.1533 0
N16 -3.1178 -0.0300 0.0326 0.1394 0.0000 -2.9784 10377.5442 0
N15 -3.2779 -0.0374 0.0343 0.3423 0.0000 -2.9356 8758.7816 0
N14B -10.0014 -0.5173 0.1046 0.0237 0.0000 -9.9776 1933.2871 0
N14A -0.9739 -0.0200 0.0102 0.1152 0.0500 -0.9087 4867.7057 0
N13 -4.4780 -0.0919 0.0468 0.0277 0.0000 -4.4503 4872.1760 0
N12 15.0221 0.3082 0.1571 0.0165 0.0000 15.0386 4874.9048 0
N11 36.8114 0.6104 0.3851 0.0953 0.0000 36.9067 6030.8278 0
N10 -0.0941 -0.0193 0.0010 0.0028 0.0000 -0.0913 488.0064 0
N9 -1.4493 -0.2961 0.0152 0.0066 0.0000 -1.4428 489.4489 0
N8 -1.8355 -0.1957 0.0192 0.0125 0.0000 -1.8231 937.9338 0
N7 -0.5178 -0.1170 0.0054 0.0031 0.0000 -0.5147 442.5126 0
N6 0.7113 0.0384 0.0074 0.0139 0.0000 0.7253 1851.1520 0
N5 0.5086 0.1082 0.0053 0.0058 0.0000 0.5145 470.2784 0
N4 -3.3419 -0.0812 0.0350 0.0286 0.0000 -3.3133 4116.8336 0
N3 -14.0708 -0.1390 0.1472 0.2189 0.0000 -13.8519 10125.9969 0
N2 -4.1993 -0.0217 0.0439 0.4380 0.0000 -3.7613 19366.1196 0
N1 -0.4269 -0.0022 0.0045 0.0630 0.0000 -0.3639 19363.3477 0
The total continuity error was -157.39 cubic meters
The remaining total volume was 18.645 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 149.9578 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N53 0.0000 0.0000 164.7698 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N52 0.0000 0.0000 158.8339 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N38 0.0000 0.0000 207.1001 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N51 0.0000 0.0000 101.4177 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N48 0.0000 0.0000 138.0068 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N50 0.0000 0.0000 214.0330 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N47 0.0000 0.0000 259.4897 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N45 0.0000 0.0000 238.9605 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N43 0.0000 0.0000 147.1744 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N42 0.0000 0.0000 204.1432 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N37 0.0000 0.0000 157.5135 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N36 0.0000 0.0000 196.6828 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N35 0.0000 0.0000 51.0346 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N31 0.0000 0.0000 235.5234 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N30 0.0000 0.0000 172.4047 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N29 0.0000 0.0000 451.7982 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N28 0.0000 0.0000 271.0810 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N27 0.0000 0.0000 481.8448 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N26 0.0000 0.0000 41.2679 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N23 0.0000 0.0000 423.6273 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N22 0.0000 0.0000 150.7015 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N21 0.0000 0.0000 236.7713 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N20 0.0000 0.0000 746.7141 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N19 0.0000 0.0000 592.1875 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N18 0.0000 0.0000 368.4794 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N17 0.0000 0.0000 97.2097 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N11 0.0000 0.0000 566.1941 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N10 0.0000 0.0000 243.9614 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N8 0.0000 0.0000 229.6522 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N7 0.0000 0.0000 221.0017 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N6 0.0000 0.0000 704.4532 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N5 0.0000 0.0000 235.4019 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N4 0.0000 0.0000 465.2047 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N2 0.0000 0.0000 233.5660 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 9680.9684 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 0.0218 0.0000
N53 0.0000 0.0000 0.0000 0.0222 0.0000
N52 0.0000 0.0000 0.0000 0.0299 0.0000
N38 0.0000 0.0000 0.0000 1.0865 0.0000
N51 0.0000 0.0000 0.0000 1.0192 0.0000
N48 0.0000 0.0000 0.0000 1.0486 0.0000
N50 0.0000 0.0000 0.0000 1.0522 0.0000
N47 0.0000 0.0000 0.0000 1.0872 0.0000
N46 0.0000 0.0000 0.0000 1.0955 0.0000
N45 0.0000 0.0000 0.0000 1.1409 0.0000
N43 0.0000 0.0000 0.0000 0.0205 0.0000
N42 0.0000 0.0000 0.0000 0.0264 0.0000
N37 0.0000 0.0000 0.0000 0.0643 0.0000
N36 0.0000 0.0000 0.0000 1.3793 0.0000
N35 0.0000 0.0000 0.0000 1.1121 0.0000
N34 0.0000 0.0000 0.0000 0.1080 0.0000
N31 0.0000 0.0000 0.0000 0.0217 0.0000
N30 0.0000 0.0000 0.0000 1.6508 0.0000
N29 0.0000 0.0000 0.0000 0.1307 0.0000
N28 0.0000 0.0000 0.0000 0.0771 0.0000
N27 0.0000 0.0000 0.0000 1.3763 0.0000
N26 0.0000 0.0000 0.0000 0.1969 0.0000
N25 25.6042 0.0000 0.0000 0.8114 0.0000
N24 30.5417 0.0000 0.0000 1.5496 0.0000
N23 0.0000 0.0000 0.0000 0.1248 0.0000
N22 0.0000 0.0000 0.0000 1.7124 0.0000
N21 0.0000 0.0000 0.0000 1.0888 0.0000
N20 0.0000 0.0000 0.0000 1.0213 0.0000
N19 0.0000 0.0000 0.0000 1.5046 0.0000
N18 0.0000 0.0000 0.0000 1.3081 0.0000
N17 0.0000 0.0000 0.0000 1.3384 0.0000
N16 36.4583 0.0000 0.0000 1.7622 0.0000
N15 37.1667 0.0000 0.0000 1.1484 0.0000
N14B 0.0000 0.0000 0.0000 1.2819 0.0000
N14A 0.0000 0.0000 0.0000 1.1193 0.0000
N13 0.0000 0.0000 0.0000 0.7288 0.0000
N12 0.0000 0.0000 0.0000 0.6843 0.0000
N11 0.0000 0.0000 0.0000 0.8688 0.0000
N10 0.0000 0.0000 0.0000 0.9514 0.0000
N9 0.0000 0.0000 0.0000 1.0158 0.0000
N8 0.0000 0.0000 0.0000 1.0392 0.0000
N7 0.0000 0.0000 0.0000 1.0262 0.0000
N6 0.0000 0.0000 0.0000 1.0543 0.0000
N5 0.0000 0.0000 0.0000 1.0164 0.0000
N4 0.0000 0.0000 0.0000 1.1243 0.0000
N3 0.0000 0.0000 0.0000 0.8067 0.0000
N2 0.0000 0.0000 0.0000 0.7903 0.0000
N1 0.0000 0.0000 0.0000 0.7903 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 0.022 percent
The Junction with the largest average change was.N1 with 0.048 percent
The Conduit with the largest sinuosity was.......1502 with 4.552
*===================================================================*
| 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 149.9718 0.0069
N53 164.7884 0.0076
N52 158.8543 0.0074
N38 207.1198 0.0096
N51 101.4310 0.0047
N48 138.0218 0.0064
N50 214.0551 0.0099
N47 259.5157 0.0120
N45 238.9869 0.0111
N43 147.1914 0.0068
N42 204.1610 0.0095
N37 157.5401 0.0073
N36 196.7155 0.0091
N35 51.0474 0.0024
N31 235.5637 0.0109
N30 172.4383 0.0080
N29 451.8606 0.0209
N28 271.1263 0.0126
N27 481.8999 0.0223
N26 41.2708 0.0019
N23 423.7208 0.0196
N22 150.7197 0.0070
N21 236.8127 0.0110
N20 746.7214 0.0346
N19 592.2436 0.0274
N18 368.5032 0.0171
N17 97.2219 0.0045
N11 566.2255 0.0262
N10 243.9946 0.0113
N8 229.6806 0.0106
N7 221.0285 0.0102
N6 704.4961 0.0326
N5 235.4328 0.0109
N4 465.2612 0.0215
N2 233.5815 0.0108
N1 -9680.9684 -0.4482
Outflow Outflow Average
Junction Volume m^3 Outflow, cms
--------------- ------------ ------------
N1 9680.9684 0.4482
*=====================================================*
| Initial system volume = 0.0500 Cu M |
| Total system inflow volume = 9558.1640 Cu M |
| Inflow + Initial volume = 9558.2140 Cu M |
*=====================================================*
| Total system outflow = 9680.9684 Cu M |
| Volume left in system = 18.6449 Cu M |
| Evaporation = 0.0000 Cu M |
| Outflow + Final Volume = 9699.6133 Cu M |
*=====================================================*
*===============================================*
| Total Model Continuity Error |
| Error in Continuity, Percent = -1.4793 |
| Error in Continuity, m^3 = -141.399 |
| + Error means a continuity loss, - a gain |
*===============================================*
###################################################
# Table E22. Numerical Model judgement section #
###################################################
Your overall error was -1.4793 percent
Worst nodal error was in node N11 with 0.6104 percent
Of the total inflow this loss was 0.3851 percent
Your overall continuity error was Great
Excellent Efficiency
Efficiency of the simulation 1.34
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\e10y1hr.out
*==============================================================*
| SWMM Simulation Date and Time Summary |
*==============================================================*
| Starting Date... October 9, 2017 Time... 17:48:15:23 |
| Ending Date... October 9, 2017 Time... 17:48:31:37 |
| Elapsed Time... 0.26900 minutes or 16.14000 seconds |
*==============================================================*
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