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e5y25m.out
From the archive XPXtrm.zip, inside Further information re: stormwater modelling - REC17/0011. File date in the archive: 2017-10-09 18:02.
991.7755
N10 N9 0.1756 141.3764
N7 N6 0.1558 128.8061
N6 N4 0.5904 537.3970
N5 N4 0.1612 137.5587
N4 N3 1.1941 1187.2831
N3 N2 2.1294 2737.7277
N14B N14A 0.4725 326.7216
#########################################################
# 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 8.9216 7.0281 Natural
5047 N50 N47 5.7000 4.6000 5.7485 4.6777 Natural
5114b N51 N14B 4.8000 3.0000 4.8302 3.0541 Natural
4342 N43 N42 9.2000 7.3000 9.2204 7.3259 Natural
3736 N37 N30 7.0000 5.5200 7.0636 5.8371 Natural
3534 N35 N34 4.2000 4.1000 4.2796 4.1719 Natural
3422 N34 N22 4.1000 3.4000 4.1719 3.5076 Natural
3130 N31 N30 7.5000 5.7000 7.5216 5.8371 Natural
3024 N30 N24 4.2000 2.8600 5.8371 4.0884 Circular
3036 N30 N36 5.6200 5.5200 5.8371 5.8373 Natural
2827 N28 N27 8.3000 6.7000 8.3767 6.7761 Natural
2726 N27 N26 6.7000 6.5000 6.7258 6.6931 Natural
2629 N26 N29 6.5000 6.4000 6.6931 6.5284 Natural
2930 N29 N30 6.4000 5.6200 6.5284 5.8371 Natural
2725 N27 N25 5.3500 4.8700 6.7258 5.6589 Circular
2524 N25 N24 4.8700 2.8600 5.6590 4.0884 Circular
2422 N24 N22 2.5900 1.8600 4.0884 3.5076 Circular
L575 N23 N22 4.7000 3.4000 4.8246 3.5076 Natural
2117 N21 N17 3.0000 2.9500 3.0541 3.0530 Natural
1714B N17 N14B 2.8500 2.8000 3.0530 3.0541 Natural
1716 N17 N16 1.7500 1.3500 3.0530 3.0626 Circular
1615 N16 N15 1.3400 1.2100 3.0624 2.3206 Circular
1614A N16 N14A 1.6500 1.6000 3.0624 2.6188 Circular
4514B N45 N14B 3.5000 2.8500 3.6168 3.0541 Natural
4515 N45 N15 2.5000 1.2100 3.6168 2.3206 Circular
1502 N15 N2 1.2100 1.0500 2.3207 1.7934 Circular
14A13 N13 N14A 1.8600 1.6000 2.4877 2.6188 Natural
1312 N13 N12 1.8600 1.6800 2.4877 2.2980 Natural
1211 N12 N11 1.6800 1.3400 2.2980 2.1132 Natural
1103 N11 N3 1.3400 1.1000 2.1132 1.8514 Natural
0912 N9 N12 3.5000 2.0000 3.5154 2.2980 Natural
0908 N9 N8 2.5000 2.0000 3.5154 3.0400 Circular
0811 N8 N11 3.0000 2.0000 3.0400 2.1132 Natural
0804 N8 N4 2.0000 1.7000 3.0400 2.8164 Circular
0201 N2 N1 1.0500 0.9300 1.7934 1.6751 Natural
5248 N52 N48 7.0000 4.8000 7.0281 4.8212 Natural
4845 N48 N45 4.6000 3.5000 4.6444 3.6168 Natural
4250 N42 N50 7.3000 5.7000 7.3259 5.7485 Natural
5338 N53 N38 8.5000 6.0000 8.5220 6.0778 Natural
3851 N38 N51 6.1500 4.8000 6.0778 4.8196 Natural
4746o N47 N46 4.6000 4.0000 4.6777 4.0849 Natural
4746u N47 N46 3.6000 3.0000 4.6777 4.0849 Circular
4645o N46 N45 4.0000 3.5000 4.0849 3.6168 Natural
4645u N46 N45 3.0000 2.5000 4.0849 3.6168 Circular
3836o N38 N36 6.0000 5.5200 6.0778 5.8373 Natural
3635o N36 N35 5.7700 5.2000 5.8373 5.2655 Natural
2217o N22 N17 3.4000 2.9500 3.5076 3.0569 Natural
2217u N22 N17 1.8600 1.7500 3.5076 3.0530 Circular
2019o N20 N19 7.0000 6.0000 7.0210 6.0185 Natural
2019u N20 N19 6.0000 4.5000 7.0210 6.0065 Circular
1918o N19 N18 6.0000 3.0000 6.0081 3.1996 Natural
1918u N19 N18 4.5000 1.9000 6.0081 3.1996 Circular
1817o N18 N17 3.0000 2.9500 3.1996 3.0941 Natural
1817u N18 N17 1.9000 1.7500 3.1996 3.0530 Circular
1009o N10 N9 4.6000 3.5000 4.5156 3.5154 Natural
1009u N10 N9 3.6000 2.5000 4.5156 3.5154 Circular
0706o N7 N6 5.0000 4.5000 5.0256 4.5524 Natural
0706u N7 N6 4.0000 3.5000 5.0256 4.5524 Circular
0604o N6 N4 4.5000 2.8000 4.5524 2.8520 Natural
0604u N6 N4 3.5000 1.7000 4.5524 2.8164 Circular
0504o N5 N4 4.3000 2.8000 4.3156 2.8164 Natural
0504u N5 N4 3.3000 1.7000 4.3156 2.8164 Circular
0403o N4 N3 2.8000 2.0000 2.8164 2.0074 Natural
0403u N4 N3 1.7000 1.1000 2.8164 1.8514 Circular
0302o N3 N2 1.8200 1.8100 1.8514 1.8198 Natural
0302u N3 N2 1.1000 1.0500 1.8514 1.7934 Rectangle
14a14bo N14B N14A 2.9900 2.5000 3.0541 2.6188 Natural
14a14bu N14B N14A 1.8000 1.6000 3.0541 2.6188 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 -4.3527 -2.4313 0.0784 0.0434 0.0000 -4.3093 179.0087 0
N53 -5.2823 -2.6784 0.0952 0.1927 0.0000 -5.0896 197.1252 0
N52 -5.5113 -1.4757 0.0993 0.0664 0.0000 -5.4449 373.4439 0
N38 -37.0262 -7.7417 0.6672 3.7100 0.0000 -33.3162 476.4149 0
N51 -3.6964 -3.0360 0.0666 1.0102 0.0000 -2.6862 121.2475 0
N48 -5.4282 -0.9972 0.0978 1.0566 0.0000 -4.3716 543.7956 0
N50 -14.3900 -2.0848 0.2593 1.0640 0.0000 -13.3260 689.6908 0
N47 1.3833 0.1379 0.0249 0.0316 0.0000 1.4149 1002.8327 0
N46 -1.6172 -0.1613 0.0291 0.0115 0.0000 -1.6058 1002.7212 0
N45 -0.9697 -0.0530 0.0175 0.0646 0.0000 -0.9051 1830.5460 0
N43 -3.3757 -1.9301 0.0608 0.0258 0.0000 -3.3499 174.8833 0
N42 -5.6980 -1.3514 0.1027 0.0622 0.0000 -5.6358 421.5963 0
N37 -2.6311 -1.4185 0.0474 0.0027 0.0000 -2.6284 185.4736 0
N36 2.9453 0.4019 0.0531 4.7724 0.0000 7.7177 730.3954 0
N35 -0.3128 -0.0921 0.0056 1.0006 0.0000 0.6878 339.1366 0
N34 -6.4085 -1.8593 0.1155 0.0025 0.0000 -6.4059 344.6759 0
N31 2.2615 0.8342 0.0407 0.0153 0.0000 2.2768 271.0820 0
N30 -28.8100 -1.4737 0.5191 1.1906 0.0000 -27.6193 1954.3481 0
N29 2.0017 0.2411 0.0361 0.1146 0.0000 2.1164 830.2454 0
N28 -0.7769 -0.2462 0.0140 0.0037 0.0000 -0.7733 315.5163 0
N27 -0.8261 -0.0943 0.0149 0.2856 0.0000 -0.5404 875.8537 0
N26 -16.3610 -5.5983 0.2948 0.3654 0.0000 -15.9956 292.0677 0
N25 4.6508 0.7229 0.0838 0.0096 0.0000 4.6604 643.3459 0
N24 -5.8931 -0.2244 0.1062 0.0672 0.0000 -5.8259 2625.9888 0
N23 9.6635 2.0025 0.1741 0.0056 0.0000 9.6691 482.5776 0
N22 -9.4535 -0.2597 0.1703 0.0946 0.0000 -9.3589 3640.1895 0
N21 0.8685 0.3174 0.0156 1.0023 0.0000 1.8707 273.1361 0
N20 -4.4589 -0.5138 0.0803 0.0079 0.0000 -4.4510 867.8282 0
N19 -0.4786 -0.0307 0.0086 0.0490 0.0000 -0.4296 1560.1381 0
N18 2.1653 0.1090 0.0390 0.0602 0.0000 2.2255 1986.1259 0
N17 7.5964 0.1188 0.1369 0.0951 0.0000 7.6915 6393.1656 0
N16 -2.7686 -0.0433 0.0499 0.1155 0.0000 -2.6531 6387.2761 0
N15 -3.0244 -0.0541 0.0545 0.2841 0.0000 -2.7403 5592.8850 0
N14B -16.5696 -1.6230 0.2986 0.0225 0.0000 -16.5471 1020.8886 0
N14A -1.2298 -0.0511 0.0222 0.1147 0.0500 -1.1650 2405.0437 0
N13 -3.6283 -0.1506 0.0654 0.0276 0.0000 -3.6007 2409.5655 0
N12 8.7773 0.3632 0.1582 0.0145 0.0000 8.7918 2416.5648 0
N11 17.3272 0.5595 0.3122 0.0837 0.0000 17.4109 3096.6782 0
N10 0.0086 0.0030 0.0002 0.0023 0.0000 0.0109 282.8462 0
N9 -1.0190 -0.3591 0.0184 0.0055 0.0000 -1.0135 283.7610 0
N8 4.7533 0.8905 0.0856 0.0104 0.0000 4.7637 533.7529 0
N7 -0.7456 -0.2902 0.0134 0.0027 0.0000 -0.7429 256.9206 0
N6 -0.8437 -0.0786 0.0152 0.0119 0.0000 -0.8318 1074.0111 0
N5 -1.1739 -0.4283 0.0212 0.0049 0.0000 -1.1690 274.0422 0
N4 -2.6215 -0.1105 0.0472 0.0240 0.0000 -2.5975 2372.2414 0
N3 -11.8620 -0.2171 0.2137 0.1908 0.0000 -11.6712 5464.5040 0
N2 -4.6412 -0.0409 0.0836 0.3734 0.0000 -4.2677 11345.3363 0
N1 -0.5447 -0.0048 0.0098 0.0531 0.0000 -0.4916 11349.6999 0
The total continuity error was -150.03 cubic meters
The remaining total volume was 17.826 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 87.3547 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N53 0.0000 0.0000 96.0160 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N52 0.0000 0.0000 92.4364 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N38 0.0000 0.0000 120.5022 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N51 0.0000 0.0000 59.1089 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N48 0.0000 0.0000 80.4066 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N50 0.0000 0.0000 124.6969 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N47 0.0000 0.0000 150.7910 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N45 0.0000 0.0000 138.8781 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N43 0.0000 0.0000 85.7676 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N42 0.0000 0.0000 118.9006 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N37 0.0000 0.0000 91.4189 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N36 0.0000 0.0000 114.1779 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N35 0.0000 0.0000 29.6180 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N31 0.0000 0.0000 136.7033 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N30 0.0000 0.0000 100.1095 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N29 0.0000 0.0000 262.2207 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N28 0.0000 0.0000 157.3593 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N27 0.0000 0.0000 279.5187 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N26 0.0000 0.0000 23.9514 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N23 0.0000 0.0000 246.1319 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N22 0.0000 0.0000 87.8305 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N21 0.0000 0.0000 137.4957 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N20 0.0000 0.0000 431.7186 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N19 0.0000 0.0000 343.6836 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N18 0.0000 0.0000 214.0243 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N17 0.0000 0.0000 56.5038 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N11 0.0000 0.0000 329.2465 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N10 0.0000 0.0000 141.4360 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N8 0.0000 0.0000 133.0992 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N7 0.0000 0.0000 128.0866 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N6 0.0000 0.0000 407.7584 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N5 0.0000 0.0000 136.4518 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N4 0.0000 0.0000 269.5794 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N2 0.0000 0.0000 135.8285 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 5675.6068 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 0.0216 0.0000
N53 0.0000 0.0000 0.0000 0.0220 0.0000
N52 0.0000 0.0000 0.0000 0.0281 0.0000
N38 0.0000 0.0000 0.0000 1.0778 0.0000
N51 0.0000 0.0000 0.0000 1.0196 0.0000
N48 0.0000 0.0000 0.0000 1.0444 0.0000
N50 0.0000 0.0000 0.0000 1.0485 0.0000
N47 0.0000 0.0000 0.0000 1.0777 0.0000
N46 0.0000 0.0000 0.0000 1.0849 0.0000
N45 0.0000 0.0000 0.0000 1.1168 0.0000
N43 0.0000 0.0000 0.0000 0.0204 0.0000
N42 0.0000 0.0000 0.0000 0.0259 0.0000
N37 0.0000 0.0000 0.0000 0.0636 0.0000
N36 0.0000 0.0000 0.0000 1.3673 0.0000
N35 0.0000 0.0000 0.0000 1.0796 0.0000
N34 0.0000 0.0000 0.0000 0.0719 0.0000
N31 0.0000 0.0000 0.0000 0.0216 0.0000
N30 0.0000 0.0000 0.0000 1.6371 0.0000
N29 0.0000 0.0000 0.0000 0.1284 0.0000
N28 0.0000 0.0000 0.0000 0.0767 0.0000
N27 0.0000 0.0000 0.0000 1.3758 0.0000
N26 0.0000 0.0000 0.0000 0.1931 0.0000
N25 13.5000 0.0000 0.0000 0.7890 0.0000
N24 17.3333 0.0000 0.0000 1.4984 0.0000
N23 0.0000 0.0000 0.0000 0.1246 0.0000
N22 0.0000 0.0000 0.0000 1.6476 0.0000
N21 0.0000 0.0000 0.0000 1.0541 0.0000
N20 0.0000 0.0000 0.0000 1.0210 0.0000
N19 0.0000 0.0000 0.0000 1.5081 0.0000
N18 0.0000 0.0000 0.0000 1.2996 0.0000
N17 0.0000 0.0000 0.0000 1.3030 0.0000
N16 21.0317 0.0000 0.0000 1.7226 0.0000
N15 21.1944 0.0000 0.0000 1.1107 0.0000
N14B 0.0000 0.0000 0.0000 1.2541 0.0000
N14A 0.0000 0.0000 0.0000 1.0188 0.0000
N13 0.0000 0.0000 0.0000 0.6277 0.0000
N12 0.0000 0.0000 0.0000 0.6180 0.0000
N11 0.0000 0.0000 0.0000 0.7732 0.0000
N10 0.0000 0.0000 0.0000 0.9156 0.0000
N9 0.0000 0.0000 0.0000 1.0154 0.0000
N8 0.0000 0.0000 0.0000 1.0400 0.0000
N7 0.0000 0.0000 0.0000 1.0256 0.0000
N6 0.0000 0.0000 0.0000 1.0524 0.0000
N5 0.0000 0.0000 0.0000 1.0156 0.0000
N4 0.0000 0.0000 0.0000 1.1164 0.0000
N3 0.0000 0.0000 0.0000 0.7514 0.0000
N2 0.0000 0.0000 0.0000 0.7434 0.0000
N1 0.0000 0.0000 0.0000 0.7451 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 0.013 percent
The Junction with the largest average change was.N22 with 0.039 percent
The Conduit with the largest sinuosity was.......1502 with 4.521
*===================================================================*
| 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 87.3701 0.0040
N53 96.0358 0.0044
N52 92.4569 0.0043
N38 120.5236 0.0056
N51 59.1226 0.0027
N48 80.4226 0.0037
N50 124.7209 0.0058
N47 150.8158 0.0070
N45 138.9033 0.0064
N43 85.7858 0.0040
N42 118.9204 0.0055
N37 91.4445 0.0042
N36 114.2093 0.0053
N35 29.6290 0.0014
N31 136.7420 0.0063
N30 100.1405 0.0046
N29 262.2827 0.0121
N28 157.4029 0.0073
N27 279.5752 0.0129
N26 23.9547 0.0011
N23 246.2156 0.0114
N22 87.8498 0.0041
N21 137.5356 0.0064
N20 431.7320 0.0200
N19 343.7406 0.0159
N18 214.0492 0.0099
N17 56.5159 0.0026
N11 329.2796 0.0152
N10 141.4697 0.0065
N8 133.1286 0.0062
N7 128.1145 0.0059
N6 407.8080 0.0189
N5 136.4835 0.0063
N4 269.6382 0.0125
N2 135.8446 0.0063
N1 -5675.6068 -0.2628
Outflow Outflow Average
Junction Volume m^3 Outflow, cms
--------------- ------------ ------------
N1 5675.6068 0.2628
*=====================================================*
| Initial system volume = 0.0500 Cu M |
| Total system inflow volume = 5548.8115 Cu M |
| Inflow + Initial volume = 5548.8615 Cu M |
*=====================================================*
| Total system outflow = 5675.6068 Cu M |
| Volume left in system = 17.8255 Cu M |
| Evaporation = 0.0000 Cu M |
| Outflow + Final Volume = 5693.4323 Cu M |
*=====================================================*
*===============================================*
| Total Model Continuity Error |
| Error in Continuity, Percent = -2.6054 |
| Error in Continuity, m^3 = -144.571 |
| + Error means a continuity loss, - a gain |
*===============================================*
###################################################
# Table E22. Numerical Model judgement section #
###################################################
Your overall error was -2.6054 percent
Worst nodal error was in node N38 with -7.7637 percent
Of the total inflow this loss was 0.6673 percent
Your overall continuity error was Good
Excellent Efficiency
Efficiency of the simulation 1.33
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\e5y25m.out
*==============================================================*
| SWMM Simulation Date and Time Summary |
*==============================================================*
| Starting Date... October 9, 2017 Time... 18: 1:43:98 |
| Ending Date... October 9, 2017 Time... 18: 1:59:68 |
| Elapsed Time... 0.26167 minutes or 15.70000 seconds |
*==============================================================*
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