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e100y25m.out
From the archive XPXtrm.zip, inside Further information re: stormwater modelling - REC17/0011. File date in the archive: 2017-10-09 17:06.
1665.5526
N10 N9 0.2695 242.6099
N7 N6 0.2434 221.4358
N6 N4 0.9750 914.3391
N5 N4 0.2583 234.2960
N4 N3 1.8222 1891.3452
N3 N2 5.3364 6036.1545
N14B N14A 3.7657 2354.3930
#########################################################
# 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 8.9263 7.0366 Natural
5047 N50 N47 5.7000 4.6000 5.7699 4.7165 Natural
5114b N51 N14B 4.8000 3.0000 4.8250 3.1366 Natural
4342 N43 N42 9.2000 7.3000 9.2243 7.3325 Natural
3736 N37 N30 7.0000 5.5200 7.0761 5.8852 Natural
3534 N35 N34 4.2000 4.1000 4.3899 4.2854 Natural
3422 N34 N22 4.1000 3.4000 4.2854 3.6679 Natural
3130 N31 N30 7.5000 5.7000 7.5280 5.8852 Natural
3024 N30 N24 4.2000 2.8600 5.8852 4.2181 Circular
3036 N30 N36 5.6200 5.5200 5.8852 5.8723 Natural
2827 N28 N27 8.3000 6.7000 8.3902 6.7896 Natural
2726 N27 N26 6.7000 6.5000 6.7529 6.7556 Natural
2629 N26 N29 6.5000 6.4000 6.7556 6.5679 Natural
2930 N29 N30 6.4000 5.6200 6.5679 5.8852 Natural
2725 N27 N25 5.3500 4.8700 6.7529 5.7346 Circular
2524 N25 N24 4.8700 2.8600 5.7346 4.2181 Circular
2422 N24 N22 2.5900 1.8600 4.2180 3.6679 Circular
L575 N23 N22 4.7000 3.4000 4.8405 3.6679 Natural
2117 N21 N17 3.0000 2.9500 3.1963 3.1959 Natural
1714B N17 N14B 2.8500 2.8000 3.1959 3.1366 Natural
1716 N17 N16 1.7500 1.3500 3.1959 3.1937 Circular
1615 N16 N15 1.3400 1.2100 3.1947 2.5244 Circular
1614A N16 N14A 1.6500 1.6000 3.1947 2.9655 Circular
4514B N45 N14B 3.5000 2.8500 3.6688 3.1366 Natural
4515 N45 N15 2.5000 1.2100 3.6688 2.5244 Circular
1502 N15 N2 1.2100 1.0500 2.5243 2.0331 Circular
14A13 N13 N14A 1.8600 1.6000 2.7434 2.9655 Natural
1312 N13 N12 1.8600 1.6800 2.7434 2.6203 Natural
1211 N12 N11 1.6800 1.3400 2.6203 2.4056 Natural
1103 N11 N3 1.3400 1.1000 2.4056 2.0677 Natural
0912 N9 N12 3.5000 2.0000 3.5342 2.6203 Natural
0908 N9 N8 2.5000 2.0000 3.5342 3.0574 Circular
0811 N8 N11 3.0000 2.0000 3.0574 2.4056 Natural
0804 N8 N4 2.0000 1.7000 3.0574 2.8882 Circular
0201 N2 N1 1.0500 0.9300 2.0331 1.9129 Natural
5248 N52 N48 7.0000 4.8000 7.0366 4.8283 Natural
4845 N48 N45 4.6000 3.5000 4.6651 3.6688 Natural
4250 N42 N50 7.3000 5.7000 7.3325 5.7699 Natural
5338 N53 N38 8.5000 6.0000 8.5268 6.1041 Natural
3851 N38 N51 6.1500 4.8000 6.1041 4.8250 Natural
4746o N47 N46 4.6000 4.0000 4.7165 4.1280 Natural
4746u N47 N46 3.6000 3.0000 4.7165 4.1280 Circular
4645o N46 N45 4.0000 3.5000 4.1280 3.6688 Natural
4645u N46 N45 3.0000 2.5000 4.1280 3.6688 Circular
3836o N38 N36 6.0000 5.5200 6.1041 5.8723 Natural
3635o N36 N35 5.7700 5.2000 5.8723 5.2987 Natural
2217o N22 N17 3.4000 2.9500 3.6679 3.2151 Natural
2217u N22 N17 1.8600 1.7500 3.6679 3.1959 Circular
2019o N20 N19 7.0000 6.0000 7.0407 6.1062 Natural
2019u N20 N19 6.0000 4.5000 7.0407 6.1062 Circular
1918o N19 N18 6.0000 3.0000 6.1062 3.2583 Natural
1918u N19 N18 4.5000 1.9000 6.1062 3.2583 Circular
1817o N18 N17 3.0000 2.9500 3.2583 3.1959 Natural
1817u N18 N17 1.9000 1.7500 3.2583 3.1959 Circular
1009o N10 N9 4.6000 3.5000 4.6262 3.5342 Natural
1009u N10 N9 3.6000 2.5000 4.6262 3.5342 Circular
0706o N7 N6 5.0000 4.5000 5.0418 4.5830 Natural
0706u N7 N6 4.0000 3.5000 5.0418 4.5830 Circular
0604o N6 N4 4.5000 2.8000 4.5830 2.8882 Natural
0604u N6 N4 3.5000 1.7000 4.5830 2.8882 Circular
0504o N5 N4 4.3000 2.8000 4.3346 2.8882 Natural
0504u N5 N4 3.3000 1.7000 4.3346 2.8882 Circular
0403o N4 N3 2.8000 2.0000 2.8882 2.0810 Natural
0403u N4 N3 1.7000 1.1000 2.8882 2.0677 Circular
0302o N3 N2 1.8200 1.8100 2.0677 2.0331 Natural
0302u N3 N2 1.1000 1.0500 2.0677 2.0331 Rectangle
14a14bo N14B N14A 2.9900 2.5000 3.1366 2.9655 Natural
14a14bu N14B N14A 1.8000 1.6000 3.1366 2.9655 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 -5.7785 -1.8835 0.0606 0.0439 0.0000 -5.7346 306.7799 0
N53 -8.5957 -2.5329 0.0902 0.2000 0.0000 -8.3957 339.2651 0
N52 -6.4778 -1.0171 0.0680 0.0674 0.0000 -6.4104 636.8807 0
N38 -32.4572 -4.0935 0.3406 3.7254 0.0000 -28.7318 791.0266 0
N51 2.2031 1.0966 0.0231 1.0103 0.0000 3.2134 200.4053 0
N48 -6.7921 -0.7332 0.0713 1.0574 0.0000 -5.7347 925.8400 0
N50 -15.9747 -1.3639 0.1677 1.0648 0.0000 -14.9099 1170.7513 0
N47 2.7474 0.1615 0.0288 0.0320 0.0000 2.7794 1700.8995 0
N46 -3.3934 -0.1995 0.0356 0.0116 0.0000 -3.3817 1701.0928 0
N45 -1.3582 -0.0436 0.0143 0.0660 0.0000 -1.2922 3113.9345 0
N43 -4.9977 -1.6630 0.0525 0.0261 0.0000 -4.9716 300.5044 0
N42 -5.6714 -0.7868 0.0595 0.0630 0.0000 -5.6084 720.7955 0
N37 -4.2401 -1.3351 0.0445 0.0027 0.0000 -4.2374 317.5924 0
N36 0.6035 0.0321 0.0063 4.7843 0.0000 5.3878 1878.2511 0
N35 -0.3714 -0.0188 0.0039 1.0006 0.0000 0.6292 1972.9129 0
N34 -9.1666 -0.4628 0.0962 0.0026 0.0000 -9.1641 1980.8477 0
N31 -9.8861 -2.0663 0.1038 0.0154 0.0000 -9.8707 478.4339 0
N30 -31.3058 -1.0745 0.3286 1.1966 0.0000 -30.1092 2912.7914 0
N29 3.0194 0.1742 0.0317 0.1171 0.0000 3.1364 1732.9142 0
N28 -1.7426 -0.3219 0.0183 0.0037 0.0000 -1.7389 541.3188 0
N27 0.0177 0.0012 0.0002 0.2919 0.0000 0.3096 1501.8462 0
N26 -17.0358 -2.0765 0.1788 0.3734 0.0000 -16.6624 820.2070 0
N25 5.2089 0.6721 0.0547 0.0098 0.0000 5.2187 774.9794 0
N24 -6.4255 -0.2109 0.0674 0.0699 0.0000 -6.3556 3046.1858 0
N23 5.6065 0.6693 0.0588 0.0057 0.0000 5.6122 837.6224 0
N22 -11.8026 -0.1907 0.1239 0.0981 0.0000 -11.7045 6187.8541 0
N21 1.4462 0.3080 0.0152 1.0023 0.0000 2.4485 469.0786 0
N20 0.4571 0.0309 0.0048 0.0081 0.0000 0.4652 1480.4491 0
N19 -7.4167 -0.2780 0.0778 0.0500 0.0000 -7.3668 2667.6022 0
N18 39.4074 1.1689 0.4136 0.0614 0.0000 39.4688 3371.1744 0
N17 0.3047 0.0030 0.0032 0.0979 0.0000 0.4026 10189.9660 0
N16 -2.7354 -0.0350 0.0287 0.1186 0.0000 -2.6167 7824.6086 0
N15 -2.3171 -0.0355 0.0243 0.2917 0.0000 -2.0254 6530.7957 0
N14B -25.6883 -0.5485 0.2696 0.0226 0.0000 -25.6657 4683.0969 0
N14A -7.8373 -0.1114 0.0823 0.1148 0.0500 -7.7725 7034.9068 0
N13 -7.0270 -0.0997 0.0738 0.0276 0.0000 -6.9994 7048.2108 0
N12 85.1972 1.2040 0.8942 0.0147 0.0000 85.2119 7075.9184 0
N11 64.8775 0.7799 0.6809 0.0849 0.0000 64.9624 8319.0483 0
N10 -0.3106 -0.0640 0.0033 0.0024 0.0000 -0.3082 484.9572 0
N9 0.5178 0.1068 0.0054 0.0056 0.0000 0.5234 484.6578 0
N8 8.5142 1.0318 0.0894 0.0106 0.0000 8.5248 825.1626 0
N7 -1.9944 -0.4523 0.0209 0.0027 0.0000 -1.9917 440.9244 0
N6 5.9867 0.3263 0.0628 0.0121 0.0000 5.9987 1834.7504 0
N5 -0.5721 -0.1222 0.0060 0.0050 0.0000 -0.5671 468.0939 0
N4 -2.8879 -0.0764 0.0303 0.0244 0.0000 -2.8634 3780.2010 0
N3 -18.9818 -0.1575 0.1992 0.1942 0.0000 -18.7876 12054.1455 0
N2 -2.8798 -0.0151 0.0302 0.3817 0.0000 -2.4981 19074.1679 0
N1 -0.6105 -0.0032 0.0064 0.0543 0.0000 -0.5561 19078.0114 0
The total continuity error was -38.617 cubic meters
The remaining total volume was 17.927 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 150.5399 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N53 0.0000 0.0000 165.4452 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N52 0.0000 0.0000 159.0979 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N38 0.0000 0.0000 207.4215 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N51 0.0000 0.0000 101.8348 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N48 0.0000 0.0000 138.5516 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N50 0.0000 0.0000 214.8806 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N47 0.0000 0.0000 259.2441 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N45 0.0000 0.0000 238.7276 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N43 0.0000 0.0000 147.7812 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N42 0.0000 0.0000 204.9170 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N37 0.0000 0.0000 156.6840 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N36 0.0000 0.0000 195.7498 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N35 0.0000 0.0000 50.6559 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N31 0.0000 0.0000 234.2998 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N30 0.0000 0.0000 171.5706 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N29 0.0000 0.0000 449.7610 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N28 0.0000 0.0000 269.7703 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N27 0.0000 0.0000 479.4862 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N26 0.0000 0.0000 41.1533 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N23 0.0000 0.0000 421.7410 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N22 0.0000 0.0000 151.3307 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N21 0.0000 0.0000 235.7425 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N20 0.0000 0.0000 740.5446 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N19 0.0000 0.0000 590.1758 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N18 0.0000 0.0000 368.1358 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N17 0.0000 0.0000 97.1107 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N11 0.0000 0.0000 567.1511 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N10 0.0000 0.0000 242.3373 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N8 0.0000 0.0000 228.0558 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N7 0.0000 0.0000 219.4807 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N6 0.0000 0.0000 698.9735 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N5 0.0000 0.0000 233.7887 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N4 0.0000 0.0000 461.8636 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N2 0.0000 0.0000 233.9045 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 9540.1901 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 0.0263 0.0000
N53 0.0000 0.0000 0.0000 0.0268 0.0000
N52 0.0000 0.0000 0.0000 0.0366 0.0000
N38 0.0000 0.0000 0.0000 1.1041 0.0000
N51 0.0000 0.0000 0.0000 1.0250 0.0000
N48 0.0000 0.0000 0.0000 1.0651 0.0000
N50 0.0000 0.0000 0.0000 1.0699 0.0000
N47 0.0000 0.0000 0.0000 1.1165 0.0000
N46 0.0000 0.0000 0.0000 1.1280 0.0000
N45 0.0000 0.0000 0.0000 1.1688 0.0000
N43 0.0000 0.0000 0.0000 0.0243 0.0000
N42 0.0000 0.0000 0.0000 0.0325 0.0000
N37 0.0000 0.0000 0.0000 0.0761 0.0000
N36 0.0000 0.0000 0.0000 1.4023 0.0000
N35 0.0000 0.0000 0.0000 1.1899 0.0000
N34 0.0000 0.0000 0.0000 0.1854 0.0000
N31 0.0000 0.0000 0.0000 0.0280 0.0000
N30 0.0000 0.0000 0.0000 1.6852 0.0000
N29 0.0000 0.0000 0.0000 0.1679 0.0000
N28 0.0000 0.0000 0.0000 0.0902 0.0000
N27 0.0000 0.0000 0.0000 1.4029 0.0000
N26 0.0000 0.0000 0.0000 0.2556 0.0000
N25 22.0486 0.0000 0.0000 0.8646 0.0000
N24 25.9514 0.0000 0.0000 1.6281 0.0000
N23 0.0000 0.0000 0.0000 0.1405 0.0000
N22 0.0000 0.0000 0.0000 1.8079 0.0000
N21 0.0000 0.0000 0.0000 1.1963 0.0000
N20 0.0000 0.0000 0.0000 1.0407 0.0000
N19 0.0000 0.0000 0.0000 1.6062 0.0000
N18 0.0000 0.0000 0.0000 1.3583 0.0000
N17 0.0000 0.0000 0.0000 1.4459 0.0000
N16 28.6806 0.0000 0.0000 1.8547 0.0000
N15 29.0000 0.0000 0.0000 1.3144 0.0000
N14B 0.0000 0.0000 0.0000 1.3366 0.0000
N14A 0.0000 0.0000 0.0000 1.3655 0.0000
N13 0.0000 0.0000 0.0000 0.8834 0.0000
N12 0.0000 0.0000 0.0000 0.9403 0.0000
N11 0.0000 0.0000 0.0000 1.0656 0.0000
N10 0.0000 0.0000 0.0000 1.0262 0.0000
N9 0.0000 0.0000 0.0000 1.0342 0.0000
N8 0.0000 0.0000 0.0000 1.0574 0.0000
N7 0.0000 0.0000 0.0000 1.0418 0.0000
N6 0.0000 0.0000 0.0000 1.0830 0.0000
N5 0.0000 0.0000 0.0000 1.0346 0.0000
N4 0.0000 0.0000 0.0000 1.1882 0.0000
N3 0.0000 0.0000 0.0000 0.9677 0.0000
N2 0.0000 0.0000 0.0000 0.9831 0.0000
N1 0.0000 0.0000 0.0000 0.9829 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 0.023 percent
The Junction with the largest average change was.N16 with 0.043 percent
The Conduit with the largest sinuosity was.......1502 with 4.809
*===================================================================*
| 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 150.5434 0.0070
N53 165.4508 0.0077
N52 159.1018 0.0074
N38 207.4262 0.0096
N51 101.8390 0.0047
N48 138.5558 0.0064
N50 214.8867 0.0099
N47 259.2432 0.0120
N45 238.7279 0.0111
N43 147.7864 0.0068
N42 204.9209 0.0095
N37 156.6905 0.0073
N36 195.7576 0.0091
N35 50.6573 0.0023
N31 234.3095 0.0108
N30 171.5776 0.0079
N29 449.7772 0.0208
N28 269.7811 0.0125
N27 479.4993 0.0222
N26 41.1536 0.0019
N23 421.7587 0.0195
N22 151.3364 0.0070
N21 235.7543 0.0109
N20 740.5194 0.0343
N19 590.1834 0.0273
N18 368.1326 0.0170
N17 97.1127 0.0045
N11 567.1422 0.0263
N10 242.3473 0.0112
N8 228.0641 0.0106
N7 219.4886 0.0102
N6 698.9756 0.0324
N5 233.7979 0.0108
N4 461.8802 0.0214
N2 233.9021 0.0108
N1 -9540.1901 -0.4417
Outflow Outflow Average
Junction Volume m^3 Outflow, cms
--------------- ------------ ------------
N1 9540.1901 0.4417
*=====================================================*
| Initial system volume = 0.0500 Cu M |
| Total system inflow volume = 9527.9088 Cu M |
| Inflow + Initial volume = 9527.9588 Cu M |
*=====================================================*
| Total system outflow = 9540.1901 Cu M |
| Volume left in system = 17.9271 Cu M |
| Evaporation = 0.0000 Cu M |
| Outflow + Final Volume = 9558.1172 Cu M |
*=====================================================*
*===============================================*
| Total Model Continuity Error |
| Error in Continuity, Percent = -0.3165 |
| Error in Continuity, m^3 = -30.158 |
| + Error means a continuity loss, - a gain |
*===============================================*
###################################################
# Table E22. Numerical Model judgement section #
###################################################
Your overall error was -0.3165 percent
Worst nodal error was in node N12 with 1.2040 percent
Of the total inflow this loss was 0.8942 percent
Your overall continuity error was Excellent
Excellent Efficiency
Efficiency of the simulation 1.42
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\e100y25m.out
*==============================================================*
| SWMM Simulation Date and Time Summary |
*==============================================================*
| Starting Date... October 9, 2017 Time... 17: 6:22:54 |
| Ending Date... October 9, 2017 Time... 17: 6:38:75 |
| Elapsed Time... 0.27017 minutes or 16.21000 seconds |
*==============================================================*
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