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e50y1hr.out
From the archive XPXtrm.zip, inside Further information re: stormwater modelling - REC17/0011. File date in the archive: 2017-10-09 17:17.
2266.0824
N10 N9 0.2221 326.8353
N7 N6 0.2014 296.0815
N6 N4 0.7888 1237.5382
N5 N4 0.2129 314.6974
N4 N3 1.5199 2660.2046
N3 N2 4.4991 7709.9307
N14B N14A 2.7253 2364.2345
#########################################################
# 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 8.9240 7.0338 Natural
5047 N50 N47 5.7000 4.6000 5.7618 4.7045 Natural
5114b N51 N14B 4.8000 3.0000 4.8222 3.1214 Natural
4342 N43 N42 9.2000 7.3000 9.2224 7.3295 Natural
3736 N37 N30 7.0000 5.5200 7.0706 5.8723 Natural
3534 N35 N34 4.2000 4.1000 4.3623 4.2582 Natural
3422 N34 N22 4.1000 3.4000 4.2582 3.6456 Natural
3130 N31 N30 7.5000 5.7000 7.5250 5.8723 Natural
3024 N30 N24 4.2000 2.8600 5.8723 4.1990 Circular
3036 N30 N36 5.6200 5.5200 5.8723 5.8646 Natural
2827 N28 N27 8.3000 6.7000 8.3842 6.7837 Natural
2726 N27 N26 6.7000 6.5000 6.7330 6.7303 Natural
2629 N26 N29 6.5000 6.4000 6.7303 6.5496 Natural
2930 N29 N30 6.4000 5.6200 6.5496 5.8723 Natural
2725 N27 N25 5.3500 4.8700 6.7330 5.7128 Circular
2524 N25 N24 4.8700 2.8600 5.7128 4.1990 Circular
2422 N24 N22 2.5900 1.8600 4.1990 3.6456 Circular
L575 N23 N22 4.7000 3.4000 4.8255 3.6456 Natural
2117 N21 N17 3.0000 2.9500 3.1618 3.1616 Natural
1714B N17 N14B 2.8500 2.8000 3.1616 3.1214 Natural
1716 N17 N16 1.7500 1.3500 3.1616 3.1628 Circular
1615 N16 N15 1.3400 1.2100 3.1625 2.4964 Circular
1614A N16 N14A 1.6500 1.6000 3.1625 2.8956 Circular
4514B N45 N14B 3.5000 2.8500 3.6605 3.1214 Natural
4515 N45 N15 2.5000 1.2100 3.6605 2.4964 Circular
1502 N15 N2 1.2100 1.0500 2.4969 1.9869 Circular
14A13 N13 N14A 1.8600 1.6000 2.6958 2.8956 Natural
1312 N13 N12 1.8600 1.6800 2.6958 2.5445 Natural
1211 N12 N11 1.6800 1.3400 2.5445 2.3520 Natural
1103 N11 N3 1.3400 1.1000 2.3520 2.0272 Natural
0912 N9 N12 3.5000 2.0000 3.5251 2.5445 Natural
0908 N9 N8 2.5000 2.0000 3.5251 3.0494 Circular
0811 N8 N11 3.0000 2.0000 3.0494 2.3520 Natural
0804 N8 N4 2.0000 1.7000 3.0494 2.8643 Circular
0201 N2 N1 1.0500 0.9300 1.9869 1.8698 Natural
5248 N52 N48 7.0000 4.8000 7.0338 4.8261 Natural
4845 N48 N45 4.6000 3.5000 4.6581 3.6605 Natural
4250 N42 N50 7.3000 5.7000 7.3295 5.7618 Natural
5338 N53 N38 8.5000 6.0000 8.5245 6.0994 Natural
3851 N38 N51 6.1500 4.8000 6.0994 4.8222 Natural
4746o N47 N46 4.6000 4.0000 4.7045 4.1147 Natural
4746u N47 N46 3.6000 3.0000 4.7045 4.1147 Circular
4645o N46 N45 4.0000 3.5000 4.1147 3.6605 Natural
4645u N46 N45 3.0000 2.5000 4.1147 3.6605 Circular
3836o N38 N36 6.0000 5.5200 6.0994 5.8646 Natural
3635o N36 N35 5.7700 5.2000 5.8646 5.2897 Natural
2217o N22 N17 3.4000 2.9500 3.6456 3.1928 Natural
2217u N22 N17 1.8600 1.7500 3.6456 3.1616 Circular
2019o N20 N19 7.0000 6.0000 7.0327 6.0731 Natural
2019u N20 N19 6.0000 4.5000 7.0327 6.0731 Circular
1918o N19 N18 6.0000 3.0000 6.0731 3.2355 Natural
1918u N19 N18 4.5000 1.9000 6.0731 3.2355 Circular
1817o N18 N17 3.0000 2.9500 3.2355 3.1616 Natural
1817u N18 N17 1.9000 1.7500 3.2355 3.1616 Circular
1009o N10 N9 4.6000 3.5000 4.6162 3.5251 Natural
1009u N10 N9 3.6000 2.5000 4.6162 3.5251 Circular
0706o N7 N6 5.0000 4.5000 5.0347 4.5696 Natural
0706u N7 N6 4.0000 3.5000 5.0347 4.5696 Circular
0604o N6 N4 4.5000 2.8000 4.5696 2.8693 Natural
0604u N6 N4 3.5000 1.7000 4.5696 2.8643 Circular
0504o N5 N4 4.3000 2.8000 4.3269 2.8643 Natural
0504u N5 N4 3.3000 1.7000 4.3269 2.8643 Circular
0403o N4 N3 2.8000 2.0000 2.8643 2.0550 Natural
0403u N4 N3 1.7000 1.1000 2.8643 2.0272 Circular
0302o N3 N2 1.8200 1.8100 2.0272 1.9869 Natural
0302u N3 N2 1.1000 1.0500 2.0272 1.9869 Rectangle
14a14bo N14B N14A 2.9900 2.5000 3.1214 2.8956 Natural
14a14bu N14B N14A 1.8000 1.6000 3.1214 2.8956 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 -3.8877 -0.9565 0.0304 0.0511 0.0000 -3.8366 406.4434 0
N53 -5.4143 -1.2095 0.0423 0.2736 0.0000 -5.1407 447.5180 0
N52 -7.3139 -0.8671 0.0572 0.0789 0.0000 -7.2350 843.4930 0
N38 -32.9204 -3.1686 0.2573 3.8846 0.0000 -29.0358 1036.9989 0
N51 -3.3600 -1.2213 0.0263 1.0117 0.0000 -2.3483 274.6198 0
N48 -4.1489 -0.3388 0.0324 1.0671 0.0000 -3.0818 1224.0567 0
N50 -16.5345 -1.0587 0.1292 1.0745 0.0000 -15.4600 1561.2985 0
N47 0.0871 0.0038 0.0007 0.0367 0.0000 0.1238 2271.7730 0
N46 -1.7794 -0.0783 0.0139 0.0136 0.0000 -1.7658 2273.0997 0
N45 -2.5022 -0.0604 0.0196 0.0795 0.0000 -2.4228 4144.1508 0
N43 -2.8517 -0.7166 0.0223 0.0300 0.0000 -2.8217 397.9555 0
N42 -11.4317 -1.1906 0.0894 0.0726 0.0000 -11.3591 960.1301 0
N37 -2.5175 -0.5942 0.0197 0.0031 0.0000 -2.5144 423.6669 0
N36 -0.6042 -0.0299 0.0047 4.9125 0.0000 4.3083 2020.6028 0
N35 -0.8668 -0.0403 0.0068 1.0008 0.0000 0.1339 2151.8236 0
N34 -9.7335 -0.4505 0.0761 0.0030 0.0000 -9.7306 2160.6366 0
N31 4.5383 0.7259 0.0355 0.0175 0.0000 4.5558 625.1559 0
N30 -36.8198 -1.0282 0.2878 1.2545 0.0000 -35.5654 3580.2824 0
N29 1.5229 0.0747 0.0119 0.1236 0.0000 1.6465 2039.2630 0
N28 -1.4986 -0.2063 0.0117 0.0043 0.0000 -1.4943 726.5090 0
N27 -3.0730 -0.1522 0.0240 0.3070 0.0000 -2.7659 2019.5162 0
N26 -11.7502 -1.4310 0.0918 0.3919 0.0000 -11.3583 820.9269 0
N25 3.9444 0.2989 0.0308 0.0116 0.0000 3.9560 1319.6235 0
N24 -6.3191 -0.1403 0.0494 0.0922 0.0000 -6.2269 4504.0759 0
N23 2.4081 0.2130 0.0188 0.0067 0.0000 2.4147 1130.3128 0
N22 -9.7370 -0.1184 0.0761 0.1254 0.0000 -9.6116 8221.5220 0
N21 1.0528 0.1667 0.0082 1.0026 0.0000 2.0554 631.1709 0
N20 0.9322 0.0467 0.0073 0.0093 0.0000 0.9415 1994.5773 0
N19 -4.8276 -0.1347 0.0377 0.0575 0.0000 -4.7701 3583.3286 0
N18 21.3245 0.4683 0.1667 0.0700 0.0000 21.3945 4553.9271 0
N17 1.4319 0.0105 0.0112 0.1192 0.0000 1.5511 13649.7758 0
N16 -3.1262 -0.0263 0.0244 0.1431 0.0000 -2.9831 11909.0048 0
N15 -2.9244 -0.0301 0.0229 0.3501 0.0000 -2.5743 9711.7518 0
N14B -22.1483 -0.4706 0.1731 0.0239 0.0000 -22.1245 4706.3124 0
N14A -6.8903 -0.0819 0.0539 0.1152 0.0500 -6.8251 8415.6120 0
N13 -8.5901 -0.1019 0.0671 0.0277 0.0000 -8.5624 8429.1373 0
N12 64.3971 0.7641 0.5033 0.0167 0.0000 64.4139 8428.3552 0
N11 32.2986 0.3202 0.2525 0.0967 0.0000 32.3953 10085.7334 0
N10 -0.9359 -0.1434 0.0073 0.0028 0.0000 -0.9331 652.8141 0
N9 -0.8184 -0.1250 0.0064 0.0067 0.0000 -0.8117 654.4584 0
N8 1.4831 0.1225 0.0116 0.0127 0.0000 1.4957 1210.7203 0
N7 -0.8792 -0.1487 0.0069 0.0032 0.0000 -0.8761 591.3719 0
N6 -0.2985 -0.0121 0.0023 0.0142 0.0000 -0.2844 2474.8173 0
N5 -0.2413 -0.0383 0.0019 0.0059 0.0000 -0.2354 629.2186 0
N4 -0.8391 -0.0158 0.0066 0.0291 0.0000 -0.8101 5320.0651 0
N3 -25.0178 -0.1625 0.1955 0.2223 0.0000 -24.7955 15396.0094 0
N2 -4.3881 -0.0170 0.0343 0.4459 0.0000 -3.9422 25760.8557 0
N1 -1.1747 -0.0046 0.0092 0.0643 0.0000 -1.1104 25764.9576 0
The total continuity error was -122.74 cubic meters
The remaining total volume was 18.767 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 201.3080 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N53 0.0000 0.0000 221.1887 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N52 0.0000 0.0000 213.0711 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N38 0.0000 0.0000 277.7385 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N51 0.0000 0.0000 136.1388 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N48 0.0000 0.0000 185.2607 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N50 0.0000 0.0000 287.3239 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N47 0.0000 0.0000 347.7290 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N45 0.0000 0.0000 320.2096 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N43 0.0000 0.0000 197.5664 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N42 0.0000 0.0000 274.0529 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N37 0.0000 0.0000 210.5750 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N36 0.0000 0.0000 263.0078 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N35 0.0000 0.0000 68.1673 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N31 0.0000 0.0000 314.8751 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N30 0.0000 0.0000 230.5361 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N29 0.0000 0.0000 604.2085 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N28 0.0000 0.0000 362.4874 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N27 0.0000 0.0000 644.3610 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N26 0.0000 0.0000 55.2495 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N23 0.0000 0.0000 566.4615 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N22 0.0000 0.0000 202.3005 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N21 0.0000 0.0000 316.6112 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N20 0.0000 0.0000 997.8407 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N19 0.0000 0.0000 792.5440 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N18 0.0000 0.0000 493.8234 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N17 0.0000 0.0000 130.2398 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N11 0.0000 0.0000 759.7350 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N10 0.0000 0.0000 325.9523 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N8 0.0000 0.0000 306.8143 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N7 0.0000 0.0000 295.2691 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N6 0.0000 0.0000 941.1667 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N5 0.0000 0.0000 314.4966 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N4 0.0000 0.0000 621.4557 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N2 0.0000 0.0000 313.3498 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 12884.4115 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 0.0240 0.0000
N53 0.0000 0.0000 0.0000 0.0245 0.0000
N52 0.0000 0.0000 0.0000 0.0338 0.0000
N38 0.0000 0.0000 0.0000 1.0994 0.0000
N51 0.0000 0.0000 0.0000 1.0222 0.0000
N48 0.0000 0.0000 0.0000 1.0581 0.0000
N50 0.0000 0.0000 0.0000 1.0618 0.0000
N47 0.0000 0.0000 0.0000 1.1045 0.0000
N46 0.0000 0.0000 0.0000 1.1147 0.0000
N45 0.0000 0.0000 0.0000 1.1605 0.0000
N43 0.0000 0.0000 0.0000 0.0224 0.0000
N42 0.0000 0.0000 0.0000 0.0295 0.0000
N37 0.0000 0.0000 0.0000 0.0706 0.0000
N36 0.0000 0.0000 0.0000 1.3946 0.0000
N35 0.0000 0.0000 0.0000 1.1623 0.0000
N34 0.0000 0.0000 0.0000 0.1582 0.0000
N31 0.0000 0.0000 0.0000 0.0250 0.0000
N30 0.0000 0.0000 0.0000 1.6723 0.0000
N29 0.0000 0.0000 0.0000 0.1496 0.0000
N28 0.0000 0.0000 0.0000 0.0842 0.0000
N27 0.0000 0.0000 0.0000 1.3830 0.0000
N26 0.0000 0.0000 0.0000 0.2303 0.0000
N25 33.6250 0.0000 0.0000 0.8428 0.0000
N24 38.0694 0.0000 0.0000 1.6090 0.0000
N23 0.0000 0.0000 0.0000 0.1255 0.0000
N22 0.0000 0.0000 0.0000 1.7856 0.0000
N21 0.0000 0.0000 0.0000 1.1618 0.0000
N20 0.0000 0.0000 0.0000 1.0327 0.0000
N19 0.0000 0.0000 0.0000 1.5731 0.0000
N18 0.0000 0.0000 0.0000 1.3355 0.0000
N17 0.0000 0.0000 0.0000 1.4116 0.0000
N16 44.3056 0.0000 0.0000 1.8228 0.0000
N15 45.3194 0.0000 0.0000 1.2869 0.0000
N14B 0.0000 0.0000 0.0000 1.3214 0.0000
N14A 0.0000 0.0000 0.0000 1.2956 0.0000
N13 0.0000 0.0000 0.0000 0.8358 0.0000
N12 0.0000 0.0000 0.0000 0.8645 0.0000
N11 0.0000 0.0000 0.0000 1.0120 0.0000
N10 0.0000 0.0000 0.0000 1.0162 0.0000
N9 0.0000 0.0000 0.0000 1.0251 0.0000
N8 0.0000 0.0000 0.0000 1.0494 0.0000
N7 0.0000 0.0000 0.0000 1.0347 0.0000
N6 0.0000 0.0000 0.0000 1.0696 0.0000
N5 0.0000 0.0000 0.0000 1.0269 0.0000
N4 0.0000 0.0000 0.0000 1.1643 0.0000
N3 0.0000 0.0000 0.0000 0.9272 0.0000
N2 0.0000 0.0000 0.0000 0.9369 0.0000
N1 0.0000 0.0000 0.0000 0.9398 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 0.032 percent
The Junction with the largest average change was.N1 with 0.050 percent
The Conduit with the largest sinuosity was.......1502 with 4.780
*===================================================================*
| 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 201.3188 0.0093
N53 221.2032 0.0102
N52 213.0882 0.0099
N38 277.7536 0.0129
N51 136.1494 0.0063
N48 185.2724 0.0086
N50 287.3411 0.0133
N47 347.7501 0.0161
N45 320.2315 0.0148
N43 197.5798 0.0091
N42 274.0666 0.0127
N37 210.5970 0.0097
N36 263.0348 0.0122
N35 68.1784 0.0032
N31 314.9085 0.0146
N30 230.5643 0.0107
N29 604.2584 0.0280
N28 362.5250 0.0168
N27 644.4044 0.0298
N26 55.2517 0.0026
N23 566.5398 0.0262
N22 202.3149 0.0094
N21 316.6449 0.0147
N20 997.8390 0.0462
N19 792.5869 0.0367
N18 493.8413 0.0229
N17 130.2499 0.0060
N11 759.7585 0.0352
N10 325.9788 0.0151
N8 306.8368 0.0142
N7 295.2903 0.0137
N6 941.1976 0.0436
N5 314.5212 0.0146
N4 621.5005 0.0288
N2 313.3618 0.0145
N1 -12884.4115 -0.5965
Outflow Outflow Average
Junction Volume m^3 Outflow, cms
--------------- ------------ ------------
N1 12884.4115 0.5965
*=====================================================*
| Initial system volume = 0.0500 Cu M |
| Total system inflow volume = 12793.1159 Cu M |
| Inflow + Initial volume = 12793.1659 Cu M |
*=====================================================*
| Total system outflow = 12884.4115 Cu M |
| Volume left in system = 18.7670 Cu M |
| Evaporation = 0.0000 Cu M |
| Outflow + Final Volume = 12903.1785 Cu M |
*=====================================================*
*===============================================*
| Total Model Continuity Error |
| Error in Continuity, Percent = -0.8599 |
| Error in Continuity, m^3 = -110.013 |
| + Error means a continuity loss, - a gain |
*===============================================*
###################################################
# Table E22. Numerical Model judgement section #
###################################################
Your overall error was -0.8599 percent
Worst nodal error was in node N12 with 0.7641 percent
Of the total inflow this loss was 0.5034 percent
Your overall continuity error was Excellent
Excellent Efficiency
Efficiency of the simulation 1.39
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\e50y1hr.out
*==============================================================*
| SWMM Simulation Date and Time Summary |
*==============================================================*
| Starting Date... October 9, 2017 Time... 17:16:45:31 |
| Ending Date... October 9, 2017 Time... 17:17: 2:14 |
| Elapsed Time... 0.28050 minutes or 16.83000 seconds |
*==============================================================*
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