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e1y1hr.out
From the archive XPXtrm.zip, inside Further information re: stormwater modelling - REC17/0011. File date in the archive: 2017-10-09 20:28.
512.7099
N5 N4 0.0913 130.0744
N4 N3 0.7569 1164.4488
N3 N2 1.3034 2116.7051
N14B N14A 0.1433 224.3539
#########################################################
# 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 8.9170 7.0221 Natural
5047 N50 N47 5.7000 4.6000 5.7363 4.6274 Natural
5114b N51 N14B 4.8000 3.0000 4.8137 3.0106 Natural
4342 N43 N42 9.2000 7.3000 9.2163 7.3202 Natural
3736 N37 N30 7.0000 5.5200 7.0504 5.6445 Natural
3534 N35 N34 4.2000 4.1000 4.2136 4.1176 Natural
3422 N34 N22 4.1000 3.4000 4.1176 3.4045 Natural
3130 N31 N30 7.5000 5.7000 7.5159 5.7124 Natural
3024 N30 N24 4.2000 2.8600 5.6445 3.5325 Circular
3036 N30 N36 5.6200 5.5200 5.6897 5.7011 Natural
2827 N28 N27 8.3000 6.7000 8.3609 6.7602 Natural
2726 N27 N26 6.7000 6.5000 6.7084 6.5603 Natural
2629 N26 N29 6.5000 6.4000 6.5603 6.4823 Natural
2930 N29 N30 6.4000 5.6200 6.4823 5.7020 Natural
2725 N27 N25 5.3500 4.8700 6.7084 5.4412 Circular
2524 N25 N24 4.8700 2.8600 5.4412 3.5325 Circular
2422 N24 N22 2.5900 1.8600 3.5325 2.8280 Circular
L575 N23 N22 4.7000 3.4000 4.7991 3.4729 Natural
2117 N21 N17 3.0000 2.9500 3.0333 2.9712 Natural
1714B N17 N14B 2.8500 2.8000 2.9169 2.9489 Natural
1716 N17 N16 1.7500 1.3500 2.4445 2.6577 Circular
1615 N16 N15 1.3400 1.2100 2.6577 2.1552 Circular
1614A N16 N14A 1.6500 1.6000 2.6577 2.4590 Circular
4514B N45 N14B 3.5000 2.8500 3.5792 2.9489 Natural
4515 N45 N15 2.5000 1.2100 3.5792 2.1552 Circular
1502 N15 N2 1.2100 1.0500 2.1552 1.5931 Circular
14A13 N13 N14A 1.8600 1.6000 2.3586 2.4590 Natural
1312 N13 N12 1.8600 1.6800 2.3586 2.1905 Natural
1211 N12 N11 1.6800 1.3400 2.1905 1.8986 Natural
1103 N11 N3 1.3400 1.1000 1.8986 1.6265 Natural
0912 N9 N12 3.5000 2.0000 2.7767 2.1905 Natural
0908 N9 N8 2.5000 2.0000 2.7767 2.5392 Circular
0811 N8 N11 3.0000 2.0000 1.8986 1.8986 Natural
0804 N8 N4 2.0000 1.7000 2.5392 2.2702 Circular
0201 N2 N1 1.0500 0.9300 1.5931 1.4725 Natural
5248 N52 N48 7.0000 4.8000 7.0221 4.8169 Natural
4845 N48 N45 4.6000 3.5000 4.6300 3.5792 Natural
4250 N42 N50 7.3000 5.7000 7.3202 5.7363 Natural
5338 N53 N38 8.5000 6.0000 8.5173 6.0596 Natural
3851 N38 N51 6.1500 4.8000 6.0596 4.8137 Natural
4746o N47 N46 4.6000 4.0000 4.6077 4.0231 Natural
4746u N47 N46 3.6000 3.0000 4.6077 4.0231 Circular
4645o N46 N45 4.0000 3.5000 4.0231 3.5792 Natural
4645u N46 N45 3.0000 2.5000 4.0231 3.5792 Circular
3836o N38 N36 6.0000 5.5200 6.0596 5.7011 Natural
3635o N36 N35 5.7700 5.2000 4.2136 4.2136 Natural
2217o N22 N17 3.4000 2.9500 2.4445 2.4445 Natural
2217u N22 N17 1.8600 1.7500 2.8280 2.4445 Circular
2019o N20 N19 7.0000 6.0000 4.7907 4.7907 Natural
2019u N20 N19 6.0000 4.5000 6.2551 4.7907 Circular
1918o N19 N18 6.0000 3.0000 2.7711 2.7711 Natural
1918u N19 N18 4.5000 1.9000 4.7906 2.7711 Circular
1817o N18 N17 3.0000 2.9500 2.4445 2.4445 Natural
1817u N18 N17 1.9000 1.7500 2.7710 2.4445 Circular
1009o N10 N9 4.6000 3.5000 2.7767 2.7767 Natural
1009u N10 N9 3.6000 2.5000 3.7785 2.7767 Circular
0706o N7 N6 5.0000 4.5000 4.9812 4.5101 Natural
0706u N7 N6 4.0000 3.5000 4.9812 4.5101 Circular
0604o N6 N4 4.5000 2.8000 4.5101 2.8071 Natural
0604u N6 N4 3.5000 1.7000 4.5101 2.2702 Circular
0504o N5 N4 4.3000 2.8000 2.2702 2.2702 Natural
0504u N5 N4 3.3000 1.7000 3.4952 2.2702 Circular
0403o N4 N3 2.8000 2.0000 1.6265 1.6265 Natural
0403u N4 N3 1.7000 1.1000 2.2703 1.6265 Circular
0302o N3 N2 1.8200 1.8100 1.5931 1.5931 Natural
0302u N3 N2 1.1000 1.0500 1.6265 1.5931 Rectangle
14a14bo N14B N14A 2.9900 2.5000 2.4590 2.4590 Natural
14a14bu N14B N14A 1.8000 1.6000 2.9489 2.4590 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 -1.9456 -1.1792 0.0371 0.0494 0.0000 -1.8962 164.9634 0
N53 -4.3720 -2.3829 0.0833 0.2464 0.0000 -4.1256 183.3513 0
N52 0.2935 0.0864 0.0056 0.0760 0.0000 0.3696 339.5278 0
N38 -7.0191 -1.6769 0.1337 3.8239 0.0000 -3.1952 416.6551 0
N51 -4.4623 -3.9060 0.0850 1.0114 0.0000 -3.4509 113.7344 0
N48 -3.6179 -0.7350 0.0689 1.0647 0.0000 -2.5532 491.6824 0
N50 -11.8333 -1.8558 0.2255 1.0721 0.0000 -10.7612 637.1203 0
N47 -0.4150 -0.0445 0.0079 0.0355 0.0000 -0.3795 931.8444 0
N46 -0.3354 -0.0360 0.0064 0.0131 0.0000 -0.3223 932.3413 0
N45 -4.2798 -0.2529 0.0815 0.0755 0.0000 -4.2043 1692.1171 0
N43 -1.3071 -0.8100 0.0249 0.0291 0.0000 -1.2780 161.3659 0
N42 -4.6233 -1.1878 0.0881 0.0703 0.0000 -4.5530 389.1881 0
N37 0.2492 0.1438 0.0047 0.0030 0.0000 0.2522 173.3741 0
N36 7.7941 1.2443 0.1485 4.8629 0.0000 12.6571 623.9545 0
N35 0.1813 0.3256 0.0035 1.0007 0.0000 1.1820 55.1849 0
N34 -0.0197 -0.0365 0.0004 0.0029 0.0000 -0.0168 53.9751 0
N31 -1.1301 -0.4335 0.0215 0.0171 0.0000 -1.1130 260.6754 0
N30 -5.0790 -0.2807 0.0968 1.2315 0.0000 -3.8475 1808.8212 0
N29 -3.3537 -0.5925 0.0639 0.1157 0.0000 -3.2379 565.9442 0
N28 -0.6195 -0.2071 0.0118 0.0042 0.0000 -0.6153 299.1811 0
N27 -1.0278 -0.1236 0.0196 0.2863 0.0000 -0.7414 831.0976 0
N26 -4.7625 -7.8022 0.0907 0.3655 0.0000 -4.3970 60.8579 0
N25 0.8294 0.1012 0.0158 0.0112 0.0000 0.8406 819.6953 0
N24 -3.5002 -0.1329 0.0667 0.0837 0.0000 -3.4165 2634.3731 0
N23 -3.0577 -0.6513 0.0583 0.0066 0.0000 -3.0512 469.4962 0
N22 -2.1687 -0.0651 0.0413 0.1154 0.0000 -2.0532 3329.5558 0
N21 -0.2339 -0.0898 0.0045 1.0026 0.0000 0.7687 260.0194 0
N20 -0.2493 -0.0302 0.0047 0.0089 0.0000 -0.2404 824.4520 0
N19 -1.5026 -0.1018 0.0286 0.0549 0.0000 -1.4477 1476.4527 0
N18 -2.0347 -0.1081 0.0388 0.0670 0.0000 -1.9677 1882.4183 0
N17 -2.4731 -0.0434 0.0471 0.1115 0.0000 -2.3617 5703.8728 0
N16 -3.8753 -0.0679 0.0738 0.1333 0.0000 -3.7420 5707.0831 0
N15 -4.2050 -0.0681 0.0801 0.3283 0.0000 -3.8767 6170.9573 0
N14B -0.3995 -0.0700 0.0076 0.0236 0.0000 -0.3760 570.8195 0
N14A -1.2466 -0.1010 0.0238 0.1151 0.0500 -1.1816 1234.7838 0
N13 -3.8216 -0.3085 0.0728 0.0277 0.0000 -3.7939 1238.8912 0
N12 -10.6194 -0.8479 0.2023 0.0161 0.0000 -10.6033 1252.4869 0
N11 -8.0564 -0.4269 0.1535 0.0931 0.0000 -7.9634 1887.0220 0
N10 -0.2189 -0.0812 0.0042 0.0027 0.0000 -0.2162 269.6383 0
N9 -0.3563 -0.1319 0.0068 0.0064 0.0000 -0.3498 270.1562 0
N8 -0.9684 -0.1844 0.0185 0.0122 0.0000 -0.9562 525.0832 0
N7 -0.0809 -0.0331 0.0015 0.0030 0.0000 -0.0779 244.2028 0
N6 -1.6138 -0.1576 0.0307 0.0136 0.0000 -1.6002 1023.9568 0
N5 -0.0693 -0.0266 0.0013 0.0057 0.0000 -0.0636 260.1100 0
N4 -1.9989 -0.0859 0.0381 0.0279 0.0000 -1.9710 2327.2568 0
N3 -5.9641 -0.1410 0.1136 0.2131 0.0000 -5.7510 4228.4687 0
N2 -4.1751 -0.0391 0.0795 0.4235 0.0000 -3.7516 10665.2431 0
N1 -0.8491 -0.0080 0.0162 0.0608 0.0000 -0.7883 10669.1143 0
The total continuity error was -114.59 cubic meters
The remaining total volume was 18.425 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 81.5407 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N53 0.0000 0.0000 89.5978 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N52 0.0000 0.0000 86.5546 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N38 0.0000 0.0000 112.9836 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N51 0.0000 0.0000 55.1537 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N48 0.0000 0.0000 75.0462 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N50 0.0000 0.0000 116.3818 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N47 0.0000 0.0000 141.9023 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N45 0.0000 0.0000 130.6854 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N43 0.0000 0.0000 80.0321 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N42 0.0000 0.0000 110.9986 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N37 0.0000 0.0000 86.8013 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N36 0.0000 0.0000 108.2950 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N35 0.0000 0.0000 28.1941 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N31 0.0000 0.0000 129.7746 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N30 0.0000 0.0000 94.9265 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N29 0.0000 0.0000 248.7099 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N28 0.0000 0.0000 149.2672 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N27 0.0000 0.0000 265.3001 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N26 0.0000 0.0000 22.6393 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N23 0.0000 0.0000 233.2459 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N22 0.0000 0.0000 81.9505 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N21 0.0000 0.0000 130.3757 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N20 0.0000 0.0000 412.1340 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N19 0.0000 0.0000 325.2224 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N18 0.0000 0.0000 201.4640 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N17 0.0000 0.0000 53.1932 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N11 0.0000 0.0000 308.3046 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N10 0.0000 0.0000 134.7106 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N8 0.0000 0.0000 126.8379 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N7 0.0000 0.0000 122.0452 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N6 0.0000 0.0000 389.0704 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N5 0.0000 0.0000 130.0112 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N4 0.0000 0.0000 257.0102 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N2 0.0000 0.0000 127.2549 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 5335.0786 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 0.0170 0.0000
N53 0.0000 0.0000 0.0000 0.0173 0.0000
N52 0.0000 0.0000 0.0000 0.0221 0.0000
N38 0.0000 0.0000 0.0000 1.0596 0.0000
N51 0.0000 0.0000 0.0000 1.0137 0.0000
N48 0.0000 0.0000 0.0000 1.0300 0.0000
N50 0.0000 0.0000 0.0000 1.0363 0.0000
N47 0.0000 0.0000 0.0000 1.0077 0.0000
N46 0.0000 0.0000 0.0000 1.0231 0.0000
N45 0.0000 0.0000 0.0000 1.0792 0.0000
N43 0.0000 0.0000 0.0000 0.0163 0.0000
N42 0.0000 0.0000 0.0000 0.0202 0.0000
N37 0.0000 0.0000 0.0000 0.0504 0.0000
N36 0.0000 0.0000 0.0000 1.2311 0.0000
N35 0.0000 0.0000 0.0000 1.0136 0.0000
N34 0.0000 0.0000 0.0000 0.0176 0.0000
N31 0.0000 0.0000 0.0000 0.0159 0.0000
N30 0.0000 0.0000 0.0000 1.4445 0.0000
N29 0.0000 0.0000 0.0000 0.0823 0.0000
N28 0.0000 0.0000 0.0000 0.0609 0.0000
N27 0.0000 0.0000 0.0000 1.3584 0.0000
N26 0.0000 0.0000 0.0000 0.0603 0.0000
N25 4.1944 0.0000 0.0000 0.5712 0.0000
N24 6.8819 0.0000 0.0000 0.9425 0.0000
N23 0.0000 0.0000 0.0000 0.0991 0.0000
N22 0.0000 0.0000 0.0000 0.9680 0.0000
N21 0.0000 0.0000 0.0000 1.0333 0.0000
N20 0.0000 0.0000 0.0000 0.2551 0.0000
N19 0.0000 0.0000 0.0000 0.2907 0.0000
N18 0.0000 0.0000 0.0000 0.8710 0.0000
N17 0.0000 0.0000 0.0000 0.6945 0.0000
N16 12.1250 0.0000 0.0000 1.3177 0.0000
N15 13.3611 0.0000 0.0000 0.9452 0.0000
N14B 0.0000 0.0000 0.0000 1.1489 0.0000
N14A 0.0000 0.0000 0.0000 0.8590 0.0000
N13 0.0000 0.0000 0.0000 0.4986 0.0000
N12 0.0000 0.0000 0.0000 0.5105 0.0000
N11 0.0000 0.0000 0.0000 0.5586 0.0000
N10 0.0000 0.0000 0.0000 0.1785 0.0000
N9 0.0000 0.0000 0.0000 0.2767 0.0000
N8 0.0000 0.0000 0.0000 0.5392 0.0000
N7 0.0000 0.0000 0.0000 0.9813 0.0000
N6 0.0000 0.0000 0.0000 1.0101 0.0000
N5 0.0000 0.0000 0.0000 0.1952 0.0000
N4 0.0000 0.0000 0.0000 0.5703 0.0000
N3 0.0000 0.0000 0.0000 0.5265 0.0000
N2 0.0000 0.0000 0.0000 0.5431 0.0000
N1 0.0000 0.0000 0.0000 0.5425 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.N16 with 0.032 percent
The Conduit with the largest sinuosity was.......1502 with 3.944
*===================================================================*
| 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 81.5527 0.0038
N53 89.6129 0.0041
N52 86.5707 0.0040
N38 113.0004 0.0052
N51 55.1641 0.0026
N48 75.0585 0.0035
N50 116.4003 0.0054
N47 141.9241 0.0066
N45 130.7072 0.0061
N43 80.0459 0.0037
N42 111.0142 0.0051
N37 86.8215 0.0040
N36 108.3199 0.0050
N35 28.2034 0.0013
N31 129.8051 0.0060
N30 94.9513 0.0044
N29 248.7588 0.0115
N28 149.3015 0.0069
N27 265.3448 0.0123
N26 22.6420 0.0010
N23 233.3143 0.0108
N22 81.9651 0.0038
N21 130.4068 0.0060
N20 412.1501 0.0191
N19 325.2695 0.0151
N18 201.4860 0.0093
N17 53.2029 0.0025
N11 308.3353 0.0143
N10 134.7365 0.0062
N8 126.8605 0.0059
N7 122.0667 0.0057
N6 389.1109 0.0180
N5 130.0355 0.0060
N4 257.0554 0.0119
N2 127.2694 0.0059
N1 -5335.0786 -0.2470
Outflow Outflow Average
Junction Volume m^3 Outflow, cms
--------------- ------------ ------------
N1 5335.0786 0.2470
*=====================================================*
| Initial system volume = 0.0500 Cu M |
| Total system inflow volume = 5247.6156 Cu M |
| Inflow + Initial volume = 5247.6656 Cu M |
*=====================================================*
| Total system outflow = 5335.0786 Cu M |
| Volume left in system = 18.4251 Cu M |
| Evaporation = 0.0000 Cu M |
| Outflow + Final Volume = 5353.5036 Cu M |
*=====================================================*
*===============================================*
| Total Model Continuity Error |
| Error in Continuity, Percent = -2.0169 |
| Error in Continuity, m^3 = -105.838 |
| + Error means a continuity loss, - a gain |
*===============================================*
###################################################
# Table E22. Numerical Model judgement section #
###################################################
Your overall error was -2.0169 percent
Worst nodal error was in node N50 with -1.8559 percent
Of the total inflow this loss was 0.2255 percent
Your overall continuity error was Good
Excellent Efficiency
Efficiency of the simulation 1.20
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\e1y1hr.out
*==============================================================*
| SWMM Simulation Date and Time Summary |
*==============================================================*
| Starting Date... October 9, 2017 Time... 20:28:15:54 |
| Ending Date... October 9, 2017 Time... 20:28:30:84 |
| Elapsed Time... 0.25500 minutes or 15.30000 seconds |
*==============================================================*
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