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e10y25m.out
From the archive XPXtrm.zip, inside Further information re: stormwater modelling - REC17/0011. File date in the archive: 2017-10-09 17:51.
1130.4422
N10 N9 0.2002 163.6997
N7 N6 0.1821 150.0164
N6 N4 0.7003 620.1693
N5 N4 0.1922 158.2511
N4 N3 1.3648 1342.1395
N3 N2 2.5695 3392.0027
N14B N14A 1.1397 670.6992
#########################################################
# 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 8.9230 7.0305 Natural
5047 N50 N47 5.7000 4.6000 5.7546 4.6909 Natural
5114b N51 N14B 4.8000 3.0000 4.8210 3.0859 Natural
4342 N43 N42 9.2000 7.3000 9.2216 7.3279 Natural
3736 N37 N30 7.0000 5.5200 7.0677 5.8533 Natural
3534 N35 N34 4.2000 4.1000 4.3198 4.2136 Natural
3422 N34 N22 4.1000 3.4000 4.2136 3.5743 Natural
3130 N31 N30 7.5000 5.7000 7.5236 5.8533 Natural
3024 N30 N24 4.2000 2.8600 5.8533 4.1415 Circular
3036 N30 N36 5.6200 5.5200 5.8533 5.8515 Natural
2827 N28 N27 8.3000 6.7000 8.3812 6.7810 Natural
2726 N27 N26 6.7000 6.5000 6.7300 6.7161 Natural
2629 N26 N29 6.5000 6.4000 6.7161 6.5407 Natural
2930 N29 N30 6.4000 5.6200 6.5407 5.8533 Natural
2725 N27 N25 5.3500 4.8700 6.7300 5.6826 Circular
2524 N25 N24 4.8700 2.8600 5.6825 4.1415 Circular
2422 N24 N22 2.5900 1.8600 4.1419 3.5743 Circular
L575 N23 N22 4.7000 3.4000 4.8318 3.5743 Natural
2117 N21 N17 3.0000 2.9500 3.0944 3.0940 Natural
1714B N17 N14B 2.8500 2.8000 3.0940 3.0859 Natural
1716 N17 N16 1.7500 1.3500 3.0940 3.1120 Circular
1615 N16 N15 1.3400 1.2100 3.1141 2.3668 Circular
1614A N16 N14A 1.6500 1.6000 3.1141 2.7322 Circular
4514B N45 N14B 3.5000 2.8500 3.6470 3.0859 Natural
4515 N45 N15 2.5000 1.2100 3.6470 2.3668 Circular
1502 N15 N2 1.2100 1.0500 2.3668 1.8415 Circular
14A13 N13 N14A 1.8600 1.6000 2.5979 2.7322 Natural
1312 N13 N12 1.8600 1.6800 2.5979 2.3690 Natural
1211 N12 N11 1.6800 1.3400 2.3690 2.2056 Natural
1103 N11 N3 1.3400 1.1000 2.2056 1.9064 Natural
0912 N9 N12 3.5000 2.0000 3.5210 2.3690 Natural
0908 N9 N8 2.5000 2.0000 3.5210 3.0461 Circular
0811 N8 N11 3.0000 2.0000 3.0461 2.2056 Natural
0804 N8 N4 2.0000 1.7000 3.0461 2.8463 Circular
0201 N2 N1 1.0500 0.9300 1.8415 1.7252 Natural
5248 N52 N48 7.0000 4.8000 7.0305 4.8235 Natural
4845 N48 N45 4.6000 3.5000 4.6504 3.6470 Natural
4250 N42 N50 7.3000 5.7000 7.3279 5.7546 Natural
5338 N53 N38 8.5000 6.0000 8.5235 6.0822 Natural
3851 N38 N51 6.1500 4.8000 6.0822 4.8210 Natural
4746o N47 N46 4.6000 4.0000 4.6909 4.0991 Natural
4746u N47 N46 3.6000 3.0000 4.6909 4.0991 Circular
4645o N46 N45 4.0000 3.5000 4.0991 3.6470 Natural
4645u N46 N45 3.0000 2.5000 4.0991 3.6470 Circular
3836o N38 N36 6.0000 5.5200 6.0822 5.8515 Natural
3635o N36 N35 5.7700 5.2000 5.8515 5.2764 Natural
2217o N22 N17 3.4000 2.9500 3.5743 3.1243 Natural
2217u N22 N17 1.8600 1.7500 3.5743 3.0940 Circular
2019o N20 N19 7.0000 6.0000 7.0260 6.0360 Natural
2019u N20 N19 6.0000 4.5000 7.0260 6.0360 Circular
1918o N19 N18 6.0000 3.0000 6.0360 3.2116 Natural
1918u N19 N18 4.5000 1.9000 6.0360 3.2116 Circular
1817o N18 N17 3.0000 2.9500 3.2116 3.1062 Natural
1817u N18 N17 1.9000 1.7500 3.2116 3.0940 Circular
1009o N10 N9 4.6000 3.5000 4.6098 3.5210 Natural
1009u N10 N9 3.6000 2.5000 4.6098 3.5210 Circular
0706o N7 N6 5.0000 4.5000 5.0310 4.5623 Natural
0706u N7 N6 4.0000 3.5000 5.0310 4.5623 Circular
0604o N6 N4 4.5000 2.8000 4.5623 2.8621 Natural
0604u N6 N4 3.5000 1.7000 4.5623 2.8463 Circular
0504o N5 N4 4.3000 2.8000 4.3228 2.8463 Natural
0504u N5 N4 3.3000 1.7000 4.3228 2.8463 Circular
0403o N4 N3 2.8000 2.0000 2.8463 2.0369 Natural
0403u N4 N3 1.7000 1.1000 2.8463 1.9064 Circular
0302o N3 N2 1.8200 1.8100 1.9064 1.8619 Natural
0302u N3 N2 1.1000 1.0500 1.9064 1.8415 Rectangle
14a14bo N14B N14A 2.9900 2.5000 3.0859 2.7322 Natural
14a14bu N14B N14A 1.8000 1.6000 3.0859 2.7322 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 -4.6540 -2.2467 0.0724 0.0435 0.0000 -4.6105 207.1224 0
N53 -7.6534 -3.3253 0.1191 0.1943 0.0000 -7.4591 230.0610 0
N52 -6.2454 -1.4457 0.0972 0.0666 0.0000 -6.1788 431.9564 0
N38 -16.8458 -3.1687 0.2622 3.7134 0.0000 -13.1324 529.7774 0
N51 -3.2738 -2.3440 0.0509 1.0102 0.0000 -2.2636 139.1618 0
N48 -10.5697 -1.6660 0.1645 1.0568 0.0000 -9.5129 633.9150 0
N50 -24.5168 -3.0625 0.3816 1.0642 0.0000 -23.4526 800.0267 0
N47 1.2467 0.1064 0.0194 0.0317 0.0000 1.2784 1171.2198 0
N46 -2.1886 -0.1868 0.0341 0.0115 0.0000 -2.1771 1171.8343 0
N45 -0.1407 -0.0066 0.0022 0.0649 0.0000 -0.0758 2138.7950 0
N43 -3.9797 -1.9625 0.0619 0.0258 0.0000 -3.9538 202.7739 0
N42 -2.7704 -0.5712 0.0431 0.0624 0.0000 -2.7080 485.0101 0
N37 -3.2582 -1.5166 0.0507 0.0027 0.0000 -3.2556 214.8383 0
N36 1.1418 0.1421 0.0178 4.7750 0.0000 5.9168 801.2612 0
N35 -0.4691 -0.0707 0.0073 1.0006 0.0000 0.5315 663.3538 0
N34 -6.6950 -1.0003 0.1042 0.0025 0.0000 -6.6925 669.2742 0
N31 0.2953 0.0934 0.0046 0.0153 0.0000 0.3106 316.0406 0
N30 -31.0989 -1.5404 0.4840 1.1919 0.0000 -29.9071 2018.2404 0
N29 1.9397 0.1891 0.0302 0.1150 0.0000 2.0547 1025.6019 0
N28 -0.9249 -0.2533 0.0144 0.0037 0.0000 -0.9213 365.2044 0
N27 -0.5790 -0.0571 0.0090 0.2866 0.0000 -0.2923 1013.5601 0
N26 -15.9919 -3.9447 0.2489 0.3666 0.0000 -15.6253 405.2239 0
N25 4.8881 0.7244 0.0761 0.0097 0.0000 4.8978 674.7310 0
N24 -6.3708 -0.2339 0.0991 0.0677 0.0000 -6.3031 2723.9457 0
N23 13.4248 2.4140 0.2089 0.0056 0.0000 13.4304 556.1237 0
N22 -16.4098 -0.3937 0.2554 0.0953 0.0000 -16.3145 4168.5124 0
N21 1.1267 0.3558 0.0175 1.0023 0.0000 2.1289 316.1530 0
N20 -1.5905 -0.1589 0.0248 0.0079 0.0000 -1.5825 1000.7990 0
N19 -1.0088 -0.0561 0.0157 0.0492 0.0000 -0.9596 1799.0863 0
N18 17.1786 0.7540 0.2673 0.0605 0.0000 17.2391 2278.3716 0
N17 4.2005 0.0610 0.0654 0.0957 0.0000 4.2961 6885.7098 0
N16 -2.5987 -0.0378 0.0404 0.1161 0.0000 -2.4825 6878.7013 0
N15 -2.6780 -0.0454 0.0417 0.2857 0.0000 -2.3924 5897.6575 0
N14B -18.0645 -1.3651 0.2811 0.0225 0.0000 -18.0420 1323.3407 0
N14A -0.0970 -0.0029 0.0015 0.1147 0.0500 -0.0323 3305.9983 0
N13 -3.8933 -0.1176 0.0606 0.0276 0.0000 -3.8657 3309.9291 0
N12 23.1455 0.6971 0.3602 0.0145 0.0000 23.1600 3320.2119 0
N11 39.9705 0.9712 0.6221 0.0840 0.0000 40.0545 4115.6567 0
N10 -0.0863 -0.0264 0.0013 0.0023 0.0000 -0.0840 327.3765 0
N9 -0.3356 -0.1024 0.0052 0.0055 0.0000 -0.3301 327.7382 0
N8 5.4035 0.8984 0.0841 0.0105 0.0000 5.4140 601.4875 0
N7 -1.8690 -0.6266 0.0291 0.0027 0.0000 -1.8663 298.2449 0
N6 1.8059 0.1454 0.0281 0.0119 0.0000 1.8178 1242.0706 0
N5 -0.4452 -0.1408 0.0069 0.0049 0.0000 -0.4403 316.1569 0
N4 -1.6237 -0.0605 0.0253 0.0241 0.0000 -1.5996 2682.9270 0
N3 -12.6473 -0.1868 0.1968 0.1915 0.0000 -12.4557 6771.8973 0
N2 -2.3151 -0.0178 0.0360 0.3751 0.0000 -1.9399 12999.5841 0
N1 -0.4339 -0.0033 0.0068 0.0533 0.0000 -0.3805 13001.8619 0
The total continuity error was -98.555 cubic meters
The remaining total volume was 17.846 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 101.2593 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N53 0.0000 0.0000 111.2953 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N52 0.0000 0.0000 107.1087 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N38 0.0000 0.0000 139.6295 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N51 0.0000 0.0000 68.5118 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N48 0.0000 0.0000 93.2024 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N50 0.0000 0.0000 144.5433 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N47 0.0000 0.0000 174.6596 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N45 0.0000 0.0000 160.8551 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N43 0.0000 0.0000 99.4150 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N42 0.0000 0.0000 137.8290 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N37 0.0000 0.0000 105.7851 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N36 0.0000 0.0000 132.1337 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N35 0.0000 0.0000 34.2514 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N31 0.0000 0.0000 158.1867 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N30 0.0000 0.0000 115.8417 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N29 0.0000 0.0000 303.4943 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N28 0.0000 0.0000 182.1038 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N27 0.0000 0.0000 323.5242 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N26 0.0000 0.0000 27.7364 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N23 0.0000 0.0000 284.7947 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N22 0.0000 0.0000 101.8053 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N21 0.0000 0.0000 159.1199 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N20 0.0000 0.0000 499.6470 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N19 0.0000 0.0000 397.9207 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N18 0.0000 0.0000 247.9345 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N17 0.0000 0.0000 65.4414 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N11 0.0000 0.0000 381.5933 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N10 0.0000 0.0000 163.6420 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N8 0.0000 0.0000 153.9963 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N7 0.0000 0.0000 148.1997 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N6 0.0000 0.0000 471.8329 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N5 0.0000 0.0000 157.8732 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N4 0.0000 0.0000 311.8952 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N2 0.0000 0.0000 157.4099 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 6501.6852 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 0.0230 0.0000
N53 0.0000 0.0000 0.0000 0.0235 0.0000
N52 0.0000 0.0000 0.0000 0.0305 0.0000
N38 0.0000 0.0000 0.0000 1.0822 0.0000
N51 0.0000 0.0000 0.0000 1.0210 0.0000
N48 0.0000 0.0000 0.0000 1.0504 0.0000
N50 0.0000 0.0000 0.0000 1.0546 0.0000
N47 0.0000 0.0000 0.0000 1.0909 0.0000
N46 0.0000 0.0000 0.0000 1.0991 0.0000
N45 0.0000 0.0000 0.0000 1.1470 0.0000
N43 0.0000 0.0000 0.0000 0.0216 0.0000
N42 0.0000 0.0000 0.0000 0.0279 0.0000
N37 0.0000 0.0000 0.0000 0.0677 0.0000
N36 0.0000 0.0000 0.0000 1.3815 0.0000
N35 0.0000 0.0000 0.0000 1.1198 0.0000
N34 0.0000 0.0000 0.0000 0.1136 0.0000
N31 0.0000 0.0000 0.0000 0.0236 0.0000
N30 0.0000 0.0000 0.0000 1.6533 0.0000
N29 0.0000 0.0000 0.0000 0.1407 0.0000
N28 0.0000 0.0000 0.0000 0.0812 0.0000
N27 0.0000 0.0000 0.0000 1.3800 0.0000
N26 0.0000 0.0000 0.0000 0.2161 0.0000
N25 15.4514 0.0000 0.0000 0.8126 0.0000
N24 19.9722 0.0000 0.0000 1.5519 0.0000
N23 0.0000 0.0000 0.0000 0.1318 0.0000
N22 0.0000 0.0000 0.0000 1.7143 0.0000
N21 0.0000 0.0000 0.0000 1.0944 0.0000
N20 0.0000 0.0000 0.0000 1.0260 0.0000
N19 0.0000 0.0000 0.0000 1.5360 0.0000
N18 0.0000 0.0000 0.0000 1.3116 0.0000
N17 0.0000 0.0000 0.0000 1.3440 0.0000
N16 23.0278 0.0000 0.0000 1.7741 0.0000
N15 23.1806 0.0000 0.0000 1.1568 0.0000
N14B 0.0000 0.0000 0.0000 1.2859 0.0000
N14A 0.0000 0.0000 0.0000 1.1322 0.0000
N13 0.0000 0.0000 0.0000 0.7379 0.0000
N12 0.0000 0.0000 0.0000 0.6890 0.0000
N11 0.0000 0.0000 0.0000 0.8656 0.0000
N10 0.0000 0.0000 0.0000 1.0098 0.0000
N9 0.0000 0.0000 0.0000 1.0210 0.0000
N8 0.0000 0.0000 0.0000 1.0461 0.0000
N7 0.0000 0.0000 0.0000 1.0310 0.0000
N6 0.0000 0.0000 0.0000 1.0623 0.0000
N5 0.0000 0.0000 0.0000 1.0228 0.0000
N4 0.0000 0.0000 0.0000 1.1463 0.0000
N3 0.0000 0.0000 0.0000 0.8064 0.0000
N2 0.0000 0.0000 0.0000 0.7915 0.0000
N1 0.0000 0.0000 0.0000 0.7952 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 0.041 percent
The Conduit with the largest sinuosity was.......1502 with 4.559
*===================================================================*
| 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 101.2753 0.0047
N53 111.3158 0.0052
N52 107.1294 0.0050
N38 139.6517 0.0065
N51 68.5260 0.0032
N48 93.2190 0.0043
N50 144.5681 0.0067
N47 174.6844 0.0081
N45 160.8802 0.0074
N43 99.4339 0.0046
N42 137.8495 0.0064
N37 105.8110 0.0049
N36 132.1655 0.0061
N35 34.2621 0.0016
N31 158.2258 0.0073
N30 115.8728 0.0054
N29 303.5578 0.0141
N28 182.1479 0.0084
N27 323.5825 0.0150
N26 27.7398 0.0013
N23 284.8779 0.0132
N22 101.8252 0.0047
N21 159.1605 0.0074
N20 499.6616 0.0231
N19 397.9795 0.0184
N18 247.9600 0.0115
N17 65.4536 0.0030
N11 381.6271 0.0177
N10 163.6768 0.0076
N8 154.0266 0.0071
N7 148.2285 0.0069
N6 471.8848 0.0218
N5 157.9058 0.0073
N4 311.9560 0.0144
N2 157.4263 0.0073
N1 -6501.6852 -0.3010
Outflow Outflow Average
Junction Volume m^3 Outflow, cms
--------------- ------------ ------------
N1 6501.6852 0.3010
*=====================================================*
| Initial system volume = 0.0500 Cu M |
| Total system inflow volume = 6424.4721 Cu M |
| Inflow + Initial volume = 6424.5221 Cu M |
*=====================================================*
| Total system outflow = 6501.6852 Cu M |
| Volume left in system = 17.8461 Cu M |
| Evaporation = 0.0000 Cu M |
| Outflow + Final Volume = 6519.5313 Cu M |
*=====================================================*
*===============================================*
| Total Model Continuity Error |
| Error in Continuity, Percent = -1.4789 |
| Error in Continuity, m^3 = -95.009 |
| + Error means a continuity loss, - a gain |
*===============================================*
###################################################
# Table E22. Numerical Model judgement section #
###################################################
Your overall error was -1.4789 percent
Worst nodal error was in node N11 with 0.9712 percent
Of the total inflow this loss was 0.6222 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\e10y25m.out
*==============================================================*
| SWMM Simulation Date and Time Summary |
*==============================================================*
| Starting Date... October 9, 2017 Time... 17:51:27:90 |
| Ending Date... October 9, 2017 Time... 17:51:44:48 |
| Elapsed Time... 0.27633 minutes or 16.58000 seconds |
*==============================================================*
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