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e2y1hr.out
From the archive XPXtrm.zip, inside Further information re: stormwater modelling - REC17/0011. File date in the archive: 2017-10-09 20:16.
584.8542
N5 N4 0.1051 148.7929
N4 N3 0.8557 1330.4865
N3 N2 1.5462 2620.2596
N14B N14A 0.1434 254.5782
#########################################################
# 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 8.9181 7.0237 Natural
5047 N50 N47 5.7000 4.6000 5.7380 4.6480 Natural
5114b N51 N14B 4.8000 3.0000 4.8150 3.0117 Natural
4342 N43 N42 9.2000 7.3000 9.2172 7.3214 Natural
3736 N37 N30 7.0000 5.5200 7.0530 5.7247 Natural
3534 N35 N34 4.2000 4.1000 4.2148 4.1189 Natural
3422 N34 N22 4.1000 3.4000 4.1189 3.4052 Natural
3130 N31 N30 7.5000 5.7000 7.5172 5.7247 Natural
3024 N30 N24 4.2000 2.8600 5.7247 3.7546 Circular
3036 N30 N36 5.6200 5.5200 5.7247 5.7296 Natural
2827 N28 N27 8.3000 6.7000 8.3642 6.7642 Natural
2726 N27 N26 6.7000 6.5000 6.7130 6.5996 Natural
2629 N26 N29 6.5000 6.4000 6.5996 6.4906 Natural
2930 N29 N30 6.4000 5.6200 6.4906 5.7247 Natural
2725 N27 N25 5.3500 4.8700 6.7130 5.5300 Circular
2524 N25 N24 4.8700 2.8600 5.5300 3.7546 Circular
2422 N24 N22 2.5900 1.8600 3.7546 3.0993 Circular
L575 N23 N22 4.7000 3.4000 4.8045 3.4770 Natural
2117 N21 N17 3.0000 2.9500 3.0361 2.9730 Natural
1714B N17 N14B 2.8500 2.8000 2.9368 2.9802 Natural
1716 N17 N16 1.7500 1.3500 2.6832 2.7664 Circular
1615 N16 N15 1.3400 1.2100 2.7664 2.1856 Circular
1614A N16 N14A 1.6500 1.6000 2.7664 2.4935 Circular
4514B N45 N14B 3.5000 2.8500 3.5892 2.9802 Natural
4515 N45 N15 2.5000 1.2100 3.5892 2.1856 Circular
1502 N15 N2 1.2100 1.0500 2.1856 1.6307 Circular
14A13 N13 N14A 1.8600 1.6000 2.3849 2.4935 Natural
1312 N13 N12 1.8600 1.6800 2.3849 2.2124 Natural
1211 N12 N11 1.6800 1.3400 2.2124 1.9463 Natural
1103 N11 N3 1.3400 1.1000 1.9463 1.6703 Natural
0912 N9 N12 3.5000 2.0000 3.0089 2.2124 Natural
0908 N9 N8 2.5000 2.0000 3.0089 2.7106 Circular
0811 N8 N11 3.0000 2.0000 1.9463 1.9463 Natural
0804 N8 N4 2.0000 1.7000 2.7106 2.3419 Circular
0201 N2 N1 1.0500 0.9300 1.6307 1.5107 Natural
5248 N52 N48 7.0000 4.8000 7.0237 4.8177 Natural
4845 N48 N45 4.6000 3.5000 4.6335 3.5892 Natural
4250 N42 N50 7.3000 5.7000 7.3214 5.7380 Natural
5338 N53 N38 8.5000 6.0000 8.5183 6.0644 Natural
3851 N38 N51 6.1500 4.8000 6.0644 4.8150 Natural
4746o N47 N46 4.6000 4.0000 4.6480 4.0536 Natural
4746u N47 N46 3.6000 3.0000 4.6480 4.0536 Circular
4645o N46 N45 4.0000 3.5000 4.0536 3.5892 Natural
4645u N46 N45 3.0000 2.5000 4.0536 3.5892 Circular
3836o N38 N36 6.0000 5.5200 6.0644 5.7296 Natural
3635o N36 N35 5.7700 5.2000 4.2148 4.2148 Natural
2217o N22 N17 3.4000 2.9500 2.6832 2.6832 Natural
2217u N22 N17 1.8600 1.7500 3.0992 2.6832 Circular
2019o N20 N19 7.0000 6.0000 4.8468 4.8468 Natural
2019u N20 N19 6.0000 4.5000 6.2876 4.8468 Circular
1918o N19 N18 6.0000 3.0000 4.8467 3.0674 Natural
1918u N19 N18 4.5000 1.9000 4.8467 3.0674 Circular
1817o N18 N17 3.0000 2.9500 3.0674 2.9926 Natural
1817u N18 N17 1.9000 1.7500 3.0674 2.6832 Circular
1009o N10 N9 4.6000 3.5000 3.0089 3.0089 Natural
1009u N10 N9 3.6000 2.5000 3.7874 3.0089 Circular
0706o N7 N6 5.0000 4.5000 5.0076 4.5189 Natural
0706u N7 N6 4.0000 3.5000 5.0076 4.5189 Circular
0604o N6 N4 4.5000 2.8000 4.5189 2.8176 Natural
0604u N6 N4 3.5000 1.7000 4.5189 2.3419 Circular
0504o N5 N4 4.3000 2.8000 2.3419 2.3419 Natural
0504u N5 N4 3.3000 1.7000 3.5444 2.3419 Circular
0403o N4 N3 2.8000 2.0000 1.6703 1.6703 Natural
0403u N4 N3 1.7000 1.1000 2.3420 1.6703 Circular
0302o N3 N2 1.8200 1.8100 1.6307 1.6307 Natural
0302u N3 N2 1.1000 1.0500 1.6703 1.6307 Rectangle
14a14bo N14B N14A 2.9900 2.5000 2.4935 2.4935 Natural
14a14bu N14B N14A 1.8000 1.6000 2.9802 2.4935 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 -2.1062 -1.1114 0.0350 0.0496 0.0000 -2.0566 189.4748 0
N53 -5.7123 -2.7003 0.0950 0.2507 0.0000 -5.4616 211.4152 0
N52 -1.6231 -0.4142 0.0270 0.0765 0.0000 -1.5466 391.8658 0
N38 -4.6554 -0.9718 0.0774 3.8334 0.0000 -0.8220 477.1381 0
N51 -2.2481 -1.7491 0.0374 1.0114 0.0000 -1.2366 128.0169 0
N48 -8.3961 -1.4636 0.1396 1.0651 0.0000 -7.3310 573.1105 0
N50 -26.0916 -3.5167 0.4338 1.0725 0.0000 -25.0192 741.3993 0
N47 -1.1046 -0.1011 0.0184 0.0357 0.0000 -1.0689 1092.9327 0
N46 -0.1426 -0.0130 0.0024 0.0132 0.0000 -0.1294 1093.9915 0
N45 -2.9913 -0.1513 0.0497 0.0761 0.0000 -2.9152 1976.9535 0
N43 -1.7364 -0.9353 0.0289 0.0292 0.0000 -1.7072 185.6515 0
N42 -3.3689 -0.7557 0.0560 0.0706 0.0000 -3.2982 445.7488 0
N37 -0.2544 -0.1278 0.0042 0.0030 0.0000 -0.2514 199.0206 0
N36 4.7269 0.6575 0.0786 4.8706 0.0000 9.5975 716.5308 0
N35 -0.0101 -0.0157 0.0002 1.0007 0.0000 0.9907 63.4933 0
N34 -0.1100 -0.1758 0.0018 0.0029 0.0000 -0.1071 62.5799 0
N31 3.4088 1.1604 0.0567 0.0171 0.0000 3.4260 293.7531 0
N30 -19.4683 -0.9210 0.3237 1.2353 0.0000 -18.2330 2113.1272 0
N29 -0.1321 -0.0194 0.0022 0.1177 0.0000 -0.0144 681.3220 0
N28 -0.6781 -0.1979 0.0113 0.0042 0.0000 -0.6739 342.5631 0
N27 -1.1884 -0.1248 0.0198 0.2916 0.0000 -0.8968 951.7345 0
N26 -10.1766 -9.9587 0.1692 0.3722 0.0000 -9.8044 102.0018 0
N25 1.5422 0.1693 0.0256 0.0112 0.0000 1.5534 910.6754 0
N24 -4.2663 -0.1401 0.0709 0.0852 0.0000 -4.1811 3044.1171 0
N23 -3.4422 -0.6403 0.0572 0.0066 0.0000 -3.4357 537.5611 0
N22 -2.0692 -0.0539 0.0344 0.1172 0.0000 -1.9520 3841.6462 0
N21 0.1208 0.0405 0.0020 1.0026 0.0000 1.1234 297.5380 0
N20 -0.2427 -0.0257 0.0040 0.0089 0.0000 -0.2338 943.3942 0
N19 -1.2413 -0.0734 0.0206 0.0553 0.0000 -1.1860 1690.0899 0
N18 -2.9146 -0.1352 0.0485 0.0675 0.0000 -2.8471 2156.0697 0
N17 -3.5837 -0.0534 0.0596 0.1128 0.0000 -3.4709 6710.8087 0
N16 -3.4251 -0.0510 0.0569 0.1347 0.0000 -3.2905 6714.8253 0
N15 -4.2143 -0.0626 0.0701 0.3317 0.0000 -3.8825 6730.8933 0
N14B 0.4177 0.0523 0.0069 0.0236 0.0000 0.4413 798.4534 0
N14A -1.7146 -0.0947 0.0285 0.1151 0.0500 -1.6495 1810.4136 0
N13 -4.7342 -0.2607 0.0787 0.0277 0.0000 -4.7065 1816.0416 0
N12 -12.2997 -0.6712 0.2045 0.0162 0.0000 -12.2835 1832.3632 0
N11 -7.3151 -0.2858 0.1216 0.0936 0.0000 -7.2215 2559.6038 0
N10 -0.1754 -0.0569 0.0029 0.0027 0.0000 -0.1727 308.4314 0
N9 -0.6545 -0.2117 0.0109 0.0065 0.0000 -0.6480 309.2054 0
N8 -0.9867 -0.1642 0.0164 0.0123 0.0000 -0.9744 600.9959 0
N7 -0.2262 -0.0809 0.0038 0.0031 0.0000 -0.2231 279.5228 0
N6 0.0597 0.0051 0.0010 0.0137 0.0000 0.0734 1169.8897 0
N5 -0.0635 -0.0213 0.0011 0.0057 0.0000 -0.0577 297.5606 0
N4 -2.1785 -0.0819 0.0362 0.0280 0.0000 -2.1505 2659.1263 0
N3 -7.5077 -0.1434 0.1248 0.2146 0.0000 -7.2931 5234.0059 0
N2 -4.2767 -0.0349 0.0711 0.4273 0.0000 -3.8494 12270.4940 0
N1 -0.8709 -0.0071 0.0145 0.0614 0.0000 -0.8095 12274.8209 0
The total continuity error was -150.32 cubic meters
The remaining total volume was 18.484 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 93.7017 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N53 0.0000 0.0000 102.9596 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N52 0.0000 0.0000 99.3996 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N38 0.0000 0.0000 129.7126 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N51 0.0000 0.0000 63.3770 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N48 0.0000 0.0000 86.2372 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N50 0.0000 0.0000 133.7390 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N47 0.0000 0.0000 162.7988 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N45 0.0000 0.0000 149.9266 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N43 0.0000 0.0000 91.9667 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N42 0.0000 0.0000 127.5546 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N37 0.0000 0.0000 99.3691 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N36 0.0000 0.0000 124.0041 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N35 0.0000 0.0000 32.2521 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N31 0.0000 0.0000 148.5692 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N30 0.0000 0.0000 108.6954 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N29 0.0000 0.0000 284.8079 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N28 0.0000 0.0000 170.9168 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N27 0.0000 0.0000 303.7899 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N26 0.0000 0.0000 25.9505 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N23 0.0000 0.0000 267.0786 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N22 0.0000 0.0000 94.1711 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N21 0.0000 0.0000 149.2869 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N20 0.0000 0.0000 471.5993 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N19 0.0000 0.0000 372.6733 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N18 0.0000 0.0000 231.1467 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N17 0.0000 0.0000 61.0158 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N11 0.0000 0.0000 354.1365 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N10 0.0000 0.0000 154.1299 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N8 0.0000 0.0000 145.1132 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N7 0.0000 0.0000 139.6348 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N6 0.0000 0.0000 445.1275 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N5 0.0000 0.0000 148.7444 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N4 0.0000 0.0000 294.0169 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N2 0.0000 0.0000 146.1485 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 6137.9827 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 0.0181 0.0000
N53 0.0000 0.0000 0.0000 0.0183 0.0000
N52 0.0000 0.0000 0.0000 0.0237 0.0000
N38 0.0000 0.0000 0.0000 1.0644 0.0000
N51 0.0000 0.0000 0.0000 1.0150 0.0000
N48 0.0000 0.0000 0.0000 1.0335 0.0000
N50 0.0000 0.0000 0.0000 1.0380 0.0000
N47 0.0000 0.0000 0.0000 1.0480 0.0000
N46 0.0000 0.0000 0.0000 1.0536 0.0000
N45 0.0000 0.0000 0.0000 1.0892 0.0000
N43 0.0000 0.0000 0.0000 0.0172 0.0000
N42 0.0000 0.0000 0.0000 0.0214 0.0000
N37 0.0000 0.0000 0.0000 0.0530 0.0000
N36 0.0000 0.0000 0.0000 1.2596 0.0000
N35 0.0000 0.0000 0.0000 1.0148 0.0000
N34 0.0000 0.0000 0.0000 0.0189 0.0000
N31 0.0000 0.0000 0.0000 0.0172 0.0000
N30 0.0000 0.0000 0.0000 1.5247 0.0000
N29 0.0000 0.0000 0.0000 0.0906 0.0000
N28 0.0000 0.0000 0.0000 0.0642 0.0000
N27 0.0000 0.0000 0.0000 1.3630 0.0000
N26 0.0000 0.0000 0.0000 0.0996 0.0000
N25 7.0833 0.0000 0.0000 0.6600 0.0000
N24 11.4444 0.0000 0.0000 1.1646 0.0000
N23 0.0000 0.0000 0.0000 0.1045 0.0000
N22 0.0000 0.0000 0.0000 1.2393 0.0000
N21 0.0000 0.0000 0.0000 1.0361 0.0000
N20 0.0000 0.0000 0.0000 0.2876 0.0000
N19 0.0000 0.0000 0.0000 0.3468 0.0000
N18 0.0000 0.0000 0.0000 1.1674 0.0000
N17 0.0000 0.0000 0.0000 0.9332 0.0000
N16 23.1389 0.0000 0.0000 1.4264 0.0000
N15 24.9028 0.0000 0.0000 0.9756 0.0000
N14B 0.0000 0.0000 0.0000 1.1802 0.0000
N14A 0.0000 0.0000 0.0000 0.8935 0.0000
N13 0.0000 0.0000 0.0000 0.5249 0.0000
N12 0.0000 0.0000 0.0000 0.5324 0.0000
N11 0.0000 0.0000 0.0000 0.6063 0.0000
N10 0.0000 0.0000 0.0000 0.1874 0.0000
N9 0.0000 0.0000 0.0000 0.5089 0.0000
N8 0.0000 0.0000 0.0000 0.7106 0.0000
N7 0.0000 0.0000 0.0000 1.0076 0.0000
N6 0.0000 0.0000 0.0000 1.0189 0.0000
N5 0.0000 0.0000 0.0000 0.2445 0.0000
N4 0.0000 0.0000 0.0000 0.6419 0.0000
N3 0.0000 0.0000 0.0000 0.5703 0.0000
N2 0.0000 0.0000 0.0000 0.5807 0.0000
N1 0.0000 0.0000 0.0000 0.5807 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 0.010 percent
The Junction with the largest average change was.N16 with 0.035 percent
The Conduit with the largest sinuosity was.......1502 with 4.139
*===================================================================*
| 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 93.7136 0.0043
N53 102.9745 0.0048
N52 99.4152 0.0046
N38 129.7291 0.0060
N51 63.3871 0.0029
N48 86.2493 0.0040
N50 133.7573 0.0062
N47 162.8189 0.0075
N45 149.9469 0.0069
N43 91.9802 0.0043
N42 127.5701 0.0059
N37 99.3877 0.0046
N36 124.0271 0.0057
N35 32.2602 0.0015
N31 148.5974 0.0069
N30 108.7179 0.0050
N29 284.8537 0.0132
N28 170.9487 0.0079
N27 303.8326 0.0141
N26 25.9531 0.0012
N23 267.1390 0.0124
N22 94.1853 0.0044
N21 149.3155 0.0069
N20 471.6154 0.0218
N19 372.7175 0.0173
N18 231.1681 0.0107
N17 61.0251 0.0028
N11 354.1663 0.0164
N10 154.1546 0.0071
N8 145.1349 0.0067
N7 139.6555 0.0065
N6 445.1683 0.0206
N5 148.7677 0.0069
N4 294.0605 0.0136
N2 146.1624 0.0068
N1 -6137.9827 -0.2842
Outflow Outflow Average
Junction Volume m^3 Outflow, cms
--------------- ------------ ------------
N1 6137.9827 0.2842
*=====================================================*
| Initial system volume = 0.0500 Cu M |
| Total system inflow volume = 6013.7517 Cu M |
| Inflow + Initial volume = 6013.8017 Cu M |
*=====================================================*
| Total system outflow = 6137.9827 Cu M |
| Volume left in system = 18.4845 Cu M |
| Evaporation = 0.0000 Cu M |
| Outflow + Final Volume = 6156.4672 Cu M |
*=====================================================*
*===============================================*
| Total Model Continuity Error |
| Error in Continuity, Percent = -2.3723 |
| Error in Continuity, m^3 = -142.665 |
| + Error means a continuity loss, - a gain |
*===============================================*
###################################################
# Table E22. Numerical Model judgement section #
###################################################
Your overall error was -2.3723 percent
Worst nodal error was in node N50 with -3.5169 percent
Of the total inflow this loss was 0.4339 percent
Your overall continuity error was Good
Excellent Efficiency
Efficiency of the simulation 1.22
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\e2y1hr.out
*==============================================================*
| SWMM Simulation Date and Time Summary |
*==============================================================*
| Starting Date... October 9, 2017 Time... 20:16:14: 7 |
| Ending Date... October 9, 2017 Time... 20:16:31:98 |
| Elapsed Time... 0.29850 minutes or 17.91000 seconds |
*==============================================================*
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