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e2y1p5.out
From the archive XPXtrm.zip, inside Further information re: stormwater modelling - REC17/0011. File date in the archive: 2017-10-09 18:08.
665.9397
N5 N4 0.0825 169.2604
N4 N3 0.6865 1513.4122
N3 N2 1.2940 2613.7300
N14B N14A 0.1430 268.4424
#########################################################
# 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 8.9164 7.0221 Natural
5047 N50 N47 5.7000 4.6000 5.7362 4.6273 Natural
5114b N51 N14B 4.8000 3.0000 4.8129 3.0098 Natural
4342 N43 N42 9.2000 7.3000 9.2158 7.3198 Natural
3736 N37 N30 7.0000 5.5200 7.0486 5.6243 Natural
3534 N35 N34 4.2000 4.1000 4.2131 4.1166 Natural
3422 N34 N22 4.1000 3.4000 4.1166 3.4040 Natural
3130 N31 N30 7.5000 5.7000 7.5151 5.7116 Natural
3024 N30 N24 4.2000 2.8600 5.6243 3.4852 Circular
3036 N30 N36 5.6200 5.5200 5.6995 5.7088 Natural
2827 N28 N27 8.3000 6.7000 8.3587 6.7577 Natural
2726 N27 N26 6.7000 6.5000 6.7074 6.5500 Natural
2629 N26 N29 6.5000 6.4000 6.5500 6.4790 Natural
2930 N29 N30 6.4000 5.6200 6.4790 5.6988 Natural
2725 N27 N25 5.3500 4.8700 6.7074 5.4206 Circular
2524 N25 N24 4.8700 2.8600 5.4206 3.4852 Circular
2422 N24 N22 2.5900 1.8600 3.4852 2.7720 Circular
L575 N23 N22 4.7000 3.4000 4.7953 3.4696 Natural
2117 N21 N17 3.0000 2.9500 3.0316 2.9701 Natural
1714B N17 N14B 2.8500 2.8000 2.9192 2.9530 Natural
1716 N17 N16 1.7500 1.3500 2.3804 2.6214 Circular
1615 N16 N15 1.3400 1.2100 2.6214 2.1408 Circular
1614A N16 N14A 1.6500 1.6000 2.6214 2.4493 Circular
4514B N45 N14B 3.5000 2.8500 3.5797 2.9530 Natural
4515 N45 N15 2.5000 1.2100 3.5797 2.1408 Circular
1502 N15 N2 1.2100 1.0500 2.1408 1.5901 Circular
14A13 N13 N14A 1.8600 1.6000 2.3515 2.4493 Natural
1312 N13 N12 1.8600 1.6800 2.3515 2.1858 Natural
1211 N12 N11 1.6800 1.3400 2.1858 1.8976 Natural
1103 N11 N3 1.3400 1.1000 1.8976 1.6233 Natural
0912 N9 N12 3.5000 2.0000 2.7148 2.1858 Natural
0908 N9 N8 2.5000 2.0000 2.7148 2.4405 Circular
0811 N8 N11 3.0000 2.0000 1.8976 1.8976 Natural
0804 N8 N4 2.0000 1.7000 2.4405 2.2254 Circular
0201 N2 N1 1.0500 0.9300 1.5901 1.4695 Natural
5248 N52 N48 7.0000 4.8000 7.0221 4.8168 Natural
4845 N48 N45 4.6000 3.5000 4.6301 3.5797 Natural
4250 N42 N50 7.3000 5.7000 7.3198 5.7362 Natural
5338 N53 N38 8.5000 6.0000 8.5169 6.0640 Natural
3851 N38 N51 6.1500 4.8000 6.0640 4.8129 Natural
4746o N47 N46 4.6000 4.0000 4.6182 4.0276 Natural
4746u N47 N46 3.6000 3.0000 4.6182 4.0276 Circular
4645o N46 N45 4.0000 3.5000 4.0276 3.5797 Natural
4645u N46 N45 3.0000 2.5000 4.0276 3.5797 Circular
3836o N38 N36 6.0000 5.5200 6.0640 5.7088 Natural
3635o N36 N35 5.7700 5.2000 4.2131 4.2131 Natural
2217o N22 N17 3.4000 2.9500 2.3804 2.3804 Natural
2217u N22 N17 1.8600 1.7500 2.7720 2.3804 Circular
2019o N20 N19 7.0000 6.0000 4.7782 4.7782 Natural
2019u N20 N19 6.0000 4.5000 6.2418 4.7782 Circular
1918o N19 N18 6.0000 3.0000 2.6431 2.6431 Natural
1918u N19 N18 4.5000 1.9000 4.7782 2.6431 Circular
1817o N18 N17 3.0000 2.9500 2.3804 2.3804 Natural
1817u N18 N17 1.9000 1.7500 2.6431 2.3804 Circular
1009o N10 N9 4.6000 3.5000 2.7148 2.7148 Natural
1009u N10 N9 3.6000 2.5000 3.7744 2.7148 Circular
0706o N7 N6 5.0000 4.5000 4.2991 4.2991 Natural
0706u N7 N6 4.0000 3.5000 4.6582 4.2991 Circular
0604o N6 N4 4.5000 2.8000 2.2254 2.2254 Natural
0604u N6 N4 3.5000 1.7000 4.2991 2.2254 Circular
0504o N5 N4 4.3000 2.8000 2.2254 2.2254 Natural
0504u N5 N4 3.3000 1.7000 3.4684 2.2254 Circular
0403o N4 N3 2.8000 2.0000 1.6233 1.6233 Natural
0403u N4 N3 1.7000 1.1000 2.2254 1.6233 Circular
0302o N3 N2 1.8200 1.8100 1.5901 1.5901 Natural
0302u N3 N2 1.1000 1.0500 1.6233 1.5901 Rectangle
14a14bo N14B N14A 2.9900 2.5000 2.4493 2.4493 Natural
14a14bu N14B N14A 1.8000 1.6000 2.9530 2.4493 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 -1.4479 -0.6816 0.0212 0.0575 0.0000 -1.3903 212.3968 0
N53 -2.3192 -0.9910 0.0340 0.3268 0.0000 -1.9924 233.8534 0
N52 0.4803 0.1098 0.0070 0.0893 0.0000 0.5696 437.3193 0
N38 -22.0475 -4.0191 0.3236 4.0004 0.0000 -18.0471 546.5739 0
N51 -3.0476 -2.0983 0.0447 1.0129 0.0000 -2.0347 144.7307 0
N48 -4.1472 -0.6537 0.0609 1.0761 0.0000 -3.0711 633.8995 0
N50 -7.3828 -0.9156 0.1083 1.0831 0.0000 -6.2997 805.8202 0
N47 -0.3359 -0.0285 0.0049 0.0412 0.0000 -0.2947 1180.2660 0
N46 -0.6850 -0.0580 0.0101 0.0153 0.0000 -0.6697 1181.0504 0
N45 -4.4734 -0.2069 0.0656 0.0893 0.0000 -4.3841 2161.6128 0
N43 -1.2979 -0.6229 0.0190 0.0335 0.0000 -1.2644 208.3582 0
N42 -0.8770 -0.1762 0.0129 0.0809 0.0000 -0.7961 497.6090 0
N37 0.5380 0.2389 0.0079 0.0034 0.0000 0.5414 225.2112 0
N36 8.7813 1.0517 0.1289 5.0032 0.0000 13.7845 832.4491 0
N35 0.0287 0.0394 0.0004 1.0009 0.0000 1.0296 72.3563 0
N34 -0.0925 -0.1295 0.0014 0.0034 0.0000 -0.0891 71.4061 0
N31 -0.3849 -0.1139 0.0056 0.0193 0.0000 -0.3656 337.8682 0
N30 -2.8654 -0.1221 0.0421 1.2908 0.0000 -1.5747 2345.6744 0
N29 -3.0599 -0.4291 0.0449 0.1241 0.0000 -2.9358 713.0606 0
N28 -0.6420 -0.1652 0.0094 0.0049 0.0000 -0.6372 388.7035 0
N27 -1.3646 -0.1263 0.0200 0.3059 0.0000 -1.0587 1079.9987 0
N26 -1.4450 -2.3005 0.0212 0.3896 0.0000 -1.0554 62.6194 0
N25 0.5452 0.0506 0.0080 0.0132 0.0000 0.5584 1077.6037 0
N24 -3.5531 -0.1037 0.0521 0.1049 0.0000 -3.4482 3427.2276 0
N23 -3.8133 -0.6250 0.0560 0.0077 0.0000 -3.8056 610.1486 0
N22 -2.5533 -0.0590 0.0375 0.1418 0.0000 -2.4115 4329.9412 0
N21 0.2121 0.0627 0.0031 1.0029 0.0000 1.2150 337.7992 0
N20 -0.2466 -0.0230 0.0036 0.0102 0.0000 -0.2364 1072.7019 0
N19 -1.8951 -0.0987 0.0278 0.0631 0.0000 -1.8320 1919.2943 0
N18 -2.1751 -0.0889 0.0319 0.0763 0.0000 -2.0987 2445.2705 0
N17 -3.2350 -0.0438 0.0475 0.1325 0.0000 -3.1025 7378.9889 0
N16 -4.5624 -0.0618 0.0670 0.1594 0.0000 -4.4030 7382.0923 0
N15 -6.0149 -0.0732 0.0883 0.3876 0.0000 -5.6273 8218.0382 0
N14B 0.1540 0.0232 0.0023 0.0250 0.0000 0.1789 662.7402 0
N14A -1.3711 -0.1008 0.0201 0.1155 0.0500 -1.3056 1360.2294 0
N13 -2.7628 -0.2026 0.0405 0.0278 0.0000 -2.7351 1363.4758 0
N12 -9.4744 -0.6891 0.1390 0.0182 0.0000 -9.4562 1374.9857 0
N11 -3.7324 -0.1708 0.0548 0.1058 0.0000 -3.6267 2185.7982 0
N10 -0.2056 -0.0586 0.0030 0.0032 0.0000 -0.2024 350.7325 0
N9 -0.5202 -0.1480 0.0076 0.0076 0.0000 -0.5126 351.4087 0
N8 -0.8143 -0.1193 0.0120 0.0145 0.0000 -0.7998 682.7408 0
N7 -0.1792 -0.0564 0.0026 0.0036 0.0000 -0.1756 317.7600 0
N6 -0.8815 -0.0662 0.0129 0.0159 0.0000 -0.8656 1331.1558 0
N5 -0.1266 -0.0374 0.0019 0.0068 0.0000 -0.1198 338.4394 0
N4 -2.3286 -0.0770 0.0342 0.0330 0.0000 -2.2956 3024.8143 0
N3 -6.9529 -0.1331 0.1020 0.2425 0.0000 -6.7104 5221.7186 0
N2 -5.2991 -0.0384 0.0778 0.4890 0.0000 -4.8101 13783.9572 0
N1 -0.9956 -0.0072 0.0146 0.0712 0.0000 -0.9244 13788.7514 0
The total continuity error was -110.87 cubic meters
The remaining total volume was 19.331 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 105.4959 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N53 0.0000 0.0000 115.9250 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N52 0.0000 0.0000 112.0701 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N38 0.0000 0.0000 146.3526 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N51 0.0000 0.0000 71.3639 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N48 0.0000 0.0000 97.0966 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N50 0.0000 0.0000 150.5739 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N47 0.0000 0.0000 183.9842 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N45 0.0000 0.0000 169.4415 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N43 0.0000 0.0000 103.5495 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N42 0.0000 0.0000 143.6043 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N37 0.0000 0.0000 112.8575 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N36 0.0000 0.0000 140.7596 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N35 0.0000 0.0000 36.6953 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N31 0.0000 0.0000 168.7236 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N30 0.0000 0.0000 123.3881 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N29 0.0000 0.0000 323.2369 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N28 0.0000 0.0000 194.0175 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N27 0.0000 0.0000 344.8128 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N26 0.0000 0.0000 29.3855 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N23 0.0000 0.0000 303.2010 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N22 0.0000 0.0000 106.0327 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N21 0.0000 0.0000 169.4697 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N20 0.0000 0.0000 536.2626 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N19 0.0000 0.0000 422.3297 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N18 0.0000 0.0000 261.1885 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N17 0.0000 0.0000 68.9802 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N11 0.0000 0.0000 399.1072 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N10 0.0000 0.0000 175.2664 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N8 0.0000 0.0000 165.0343 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N7 0.0000 0.0000 158.7904 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N6 0.0000 0.0000 506.2367 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N5 0.0000 0.0000 169.1635 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N4 0.0000 0.0000 334.4403 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N2 0.0000 0.0000 164.7665 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 6894.9443 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 0.0164 0.0000
N53 0.0000 0.0000 0.0000 0.0169 0.0000
N52 0.0000 0.0000 0.0000 0.0221 0.0000
N38 0.0000 0.0000 0.0000 1.0640 0.0000
N51 0.0000 0.0000 0.0000 1.0129 0.0000
N48 0.0000 0.0000 0.0000 1.0301 0.0000
N50 0.0000 0.0000 0.0000 1.0362 0.0000
N47 0.0000 0.0000 0.0000 1.0182 0.0000
N46 0.0000 0.0000 0.0000 1.0276 0.0000
N45 0.0000 0.0000 0.0000 1.0797 0.0000
N43 0.0000 0.0000 0.0000 0.0158 0.0000
N42 0.0000 0.0000 0.0000 0.0198 0.0000
N37 0.0000 0.0000 0.0000 0.0486 0.0000
N36 0.0000 0.0000 0.0000 1.2388 0.0000
N35 0.0000 0.0000 0.0000 1.0131 0.0000
N34 0.0000 0.0000 0.0000 0.0166 0.0000
N31 0.0000 0.0000 0.0000 0.0151 0.0000
N30 0.0000 0.0000 0.0000 1.4243 0.0000
N29 0.0000 0.0000 0.0000 0.0790 0.0000
N28 0.0000 0.0000 0.0000 0.0587 0.0000
N27 0.0000 0.0000 0.0000 1.3574 0.0000
N26 0.0000 0.0000 0.0000 0.0500 0.0000
N25 3.5556 0.0000 0.0000 0.5506 0.0000
N24 7.6389 0.0000 0.0000 0.8952 0.0000
N23 0.0000 0.0000 0.0000 0.0953 0.0000
N22 0.0000 0.0000 0.0000 0.9120 0.0000
N21 0.0000 0.0000 0.0000 1.0316 0.0000
N20 0.0000 0.0000 0.0000 0.2418 0.0000
N19 0.0000 0.0000 0.0000 0.2782 0.0000
N18 0.0000 0.0000 0.0000 0.7431 0.0000
N17 0.0000 0.0000 0.0000 0.6304 0.0000
N16 11.5833 0.0000 0.0000 1.2814 0.0000
N15 13.9444 0.0000 0.0000 0.9308 0.0000
N14B 0.0000 0.0000 0.0000 1.1530 0.0000
N14A 0.0000 0.0000 0.0000 0.8493 0.0000
N13 0.0000 0.0000 0.0000 0.4915 0.0000
N12 0.0000 0.0000 0.0000 0.5058 0.0000
N11 0.0000 0.0000 0.0000 0.5576 0.0000
N10 0.0000 0.0000 0.0000 0.1744 0.0000
N9 0.0000 0.0000 0.0000 0.2148 0.0000
N8 0.0000 0.0000 0.0000 0.4405 0.0000
N7 0.0000 0.0000 0.0000 0.6583 0.0000
N6 0.0000 0.0000 0.0000 0.7991 0.0000
N5 0.0000 0.0000 0.0000 0.1684 0.0000
N4 0.0000 0.0000 0.0000 0.5254 0.0000
N3 0.0000 0.0000 0.0000 0.5233 0.0000
N2 0.0000 0.0000 0.0000 0.5401 0.0000
N1 0.0000 0.0000 0.0000 0.5395 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..0201 with 0.009 percent
The Junction with the largest average change was.N27 with 0.037 percent
The Conduit with the largest sinuosity was.......1502 with 4.228
*===================================================================*
| 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 105.5035 0.0049
N53 115.9347 0.0054
N52 112.0813 0.0052
N38 146.3631 0.0068
N51 71.3707 0.0033
N48 97.1045 0.0045
N50 150.5857 0.0070
N47 183.9990 0.0085
N45 169.4564 0.0078
N43 103.5584 0.0048
N42 143.6142 0.0066
N37 112.8710 0.0052
N36 140.7763 0.0065
N35 36.7019 0.0017
N31 168.7441 0.0078
N30 123.4052 0.0057
N29 323.2685 0.0150
N28 194.0407 0.0090
N27 344.8411 0.0160
N26 29.3871 0.0014
N23 303.2482 0.0140
N22 106.0421 0.0049
N21 169.4903 0.0078
N20 536.2685 0.0248
N19 422.3592 0.0196
N18 261.2026 0.0121
N17 68.9868 0.0032
N11 399.1271 0.0185
N10 175.2830 0.0081
N8 165.0486 0.0076
N7 158.8040 0.0074
N6 506.2601 0.0234
N5 169.1790 0.0078
N4 334.4688 0.0155
N2 164.7760 0.0076
N1 -6894.9443 -0.3192
Outflow Outflow Average
Junction Volume m^3 Outflow, cms
--------------- ------------ ------------
N1 6894.9443 0.3192
*=====================================================*
| Initial system volume = 0.0500 Cu M |
| Total system inflow volume = 6813.6041 Cu M |
| Inflow + Initial volume = 6813.6541 Cu M |
*=====================================================*
| Total system outflow = 6894.9443 Cu M |
| Volume left in system = 19.3309 Cu M |
| Evaporation = 0.0000 Cu M |
| Outflow + Final Volume = 6914.2752 Cu M |
*=====================================================*
*===============================================*
| Total Model Continuity Error |
| Error in Continuity, Percent = -1.4768 |
| Error in Continuity, m^3 = -100.621 |
| + Error means a continuity loss, - a gain |
*===============================================*
###################################################
# Table E22. Numerical Model judgement section #
###################################################
Your overall error was -1.4768 percent
Worst nodal error was in node N38 with -4.0301 percent
Of the total inflow this loss was 0.3236 percent
Your overall continuity error was Great
Excellent Efficiency
Efficiency of the simulation 1.21
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\e2y1p5.out
*==============================================================*
| SWMM Simulation Date and Time Summary |
*==============================================================*
| Starting Date... October 9, 2017 Time... 18: 8:15:65 |
| Ending Date... October 9, 2017 Time... 18: 8:31:28 |
| Elapsed Time... 0.26050 minutes or 15.63000 seconds |
*==============================================================*
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