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e5y1hr.out
From the archive XPXtrm.zip, inside Further information re: stormwater modelling - REC17/0011. File date in the archive: 2017-10-09 17:58.
1477.0136
N10 N9 0.1531 210.3114
N7 N6 0.1350 191.1774
N6 N4 0.5124 798.1635
N5 N4 0.1383 203.4706
N4 N3 1.1131 1803.3800
N3 N2 2.0443 4049.8179
N14B N14A 0.3453 420.6638
#########################################################
# 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 8.9205 7.0277 Natural
5047 N50 N47 5.7000 4.6000 5.7470 4.6759 Natural
5114b N51 N14B 4.8000 3.0000 4.8181 3.0437 Natural
4342 N43 N42 9.2000 7.3000 9.2193 7.3247 Natural
3736 N37 N30 7.0000 5.5200 7.0599 5.8331 Natural
3534 N35 N34 4.2000 4.1000 4.2652 4.1611 Natural
3422 N34 N22 4.1000 3.4000 4.1611 3.4907 Natural
3130 N31 N30 7.5000 5.7000 7.5198 5.8331 Natural
3024 N30 N24 4.2000 2.8600 5.8331 4.0744 Circular
3036 N30 N36 5.6200 5.5200 5.8331 5.8330 Natural
2827 N28 N27 8.3000 6.7000 8.3727 6.7719 Natural
2726 N27 N26 6.7000 6.5000 6.7222 6.6716 Natural
2629 N26 N29 6.5000 6.4000 6.6716 6.5185 Natural
2930 N29 N30 6.4000 5.6200 6.5185 5.8331 Natural
2725 N27 N25 5.3500 4.8700 6.7222 5.6504 Circular
2524 N25 N24 4.8700 2.8600 5.6504 4.0744 Circular
2422 N24 N22 2.5900 1.8600 4.0744 3.4907 Circular
L575 N23 N22 4.7000 3.4000 4.8177 3.4907 Natural
2117 N21 N17 3.0000 2.9500 3.0423 3.0381 Natural
1714B N17 N14B 2.8500 2.8000 3.0381 3.0437 Natural
1716 N17 N16 1.7500 1.3500 3.0381 3.0386 Circular
1615 N16 N15 1.3400 1.2100 3.0366 2.3053 Circular
1614A N16 N14A 1.6500 1.6000 3.0366 2.5938 Circular
4514B N45 N14B 3.5000 2.8500 3.6148 3.0437 Natural
4515 N45 N15 2.5000 1.2100 3.6148 2.3053 Circular
1502 N15 N2 1.2100 1.0500 2.3053 1.7830 Circular
14A13 N13 N14A 1.8600 1.6000 2.4663 2.5938 Natural
1312 N13 N12 1.8600 1.6800 2.4663 2.2832 Natural
1211 N12 N11 1.6800 1.3400 2.2832 2.1027 Natural
1103 N11 N3 1.3400 1.1000 2.1027 1.8366 Natural
0912 N9 N12 3.5000 2.0000 3.5070 2.2832 Natural
0908 N9 N8 2.5000 2.0000 3.5070 3.0265 Circular
0811 N8 N11 3.0000 2.0000 3.0265 2.1027 Natural
0804 N8 N4 2.0000 1.7000 3.0265 2.7029 Circular
0201 N2 N1 1.0500 0.9300 1.7830 1.6642 Natural
5248 N52 N48 7.0000 4.8000 7.0277 4.8209 Natural
4845 N48 N45 4.6000 3.5000 4.6430 3.6148 Natural
4250 N42 N50 7.3000 5.7000 7.3247 5.7470 Natural
5338 N53 N38 8.5000 6.0000 8.5208 6.0785 Natural
3851 N38 N51 6.1500 4.8000 6.0785 4.8181 Natural
4746o N47 N46 4.6000 4.0000 4.6759 4.0833 Natural
4746u N47 N46 3.6000 3.0000 4.6759 4.0833 Circular
4645o N46 N45 4.0000 3.5000 4.0833 3.6148 Natural
4645u N46 N45 3.0000 2.5000 4.0833 3.6148 Circular
3836o N38 N36 6.0000 5.5200 6.0785 5.8330 Natural
3635o N36 N35 5.7700 5.2000 5.8330 5.2608 Natural
2217o N22 N17 3.4000 2.9500 3.4907 3.0397 Natural
2217u N22 N17 1.8600 1.7500 3.4907 3.0381 Circular
2019o N20 N19 7.0000 6.0000 5.1991 5.1991 Natural
2019u N20 N19 6.0000 4.5000 6.7773 5.1991 Circular
1918o N19 N18 6.0000 3.0000 5.1989 3.1867 Natural
1918u N19 N18 4.5000 1.9000 5.1989 3.1867 Circular
1817o N18 N17 3.0000 2.9500 3.1867 3.0837 Natural
1817u N18 N17 1.9000 1.7500 3.1867 3.0381 Circular
1009o N10 N9 4.6000 3.5000 4.2713 3.5070 Natural
1009u N10 N9 3.6000 2.5000 4.2713 3.5070 Circular
0706o N7 N6 5.0000 4.5000 5.0206 4.5435 Natural
0706u N7 N6 4.0000 3.5000 5.0206 4.5435 Circular
0604o N6 N4 4.5000 2.8000 4.5435 2.8429 Natural
0604u N6 N4 3.5000 1.7000 4.5435 2.7029 Circular
0504o N5 N4 4.3000 2.8000 4.3088 2.8049 Natural
0504u N5 N4 3.3000 1.7000 4.3088 2.7029 Circular
0403o N4 N3 2.8000 2.0000 1.8366 1.8366 Natural
0403u N4 N3 1.7000 1.1000 2.7029 1.8366 Circular
0302o N3 N2 1.8200 1.8100 1.8366 1.8123 Natural
0302u N3 N2 1.1000 1.0500 1.8366 1.7830 Rectangle
14a14bo N14B N14A 2.9900 2.5000 3.0437 2.5938 Natural
14a14bu N14B N14A 1.8000 1.6000 3.0437 2.5938 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 -3.0107 -1.1547 0.0366 0.0502 0.0000 -2.9605 260.7087 0
N53 -6.1504 -2.1264 0.0747 0.2596 0.0000 -5.8908 289.1071 0
N52 -4.5991 -0.8497 0.0559 0.0774 0.0000 -4.5218 541.2137 0
N38 -14.6968 -2.2137 0.1786 3.8534 0.0000 -10.8434 661.9599 0
N51 0.6631 0.3830 0.0081 1.0115 0.0000 1.6746 172.6172 0
N48 -3.6253 -0.4613 0.0440 1.0658 0.0000 -2.5594 785.2741 0
N50 -12.1994 -1.2142 0.1482 1.0732 0.0000 -11.1262 1004.2253 0
N47 -1.0762 -0.0736 0.0131 0.0361 0.0000 -1.0401 1462.5880 0
N46 -1.2533 -0.0856 0.0152 0.0134 0.0000 -1.2400 1464.5402 0
N45 -3.7452 -0.1404 0.0455 0.0774 0.0000 -3.6678 2667.8272 0
N43 -2.4039 -0.9414 0.0292 0.0295 0.0000 -2.3744 255.3525 0
N42 -8.5453 -1.3849 0.1038 0.0714 0.0000 -8.4739 616.9996 0
N37 -1.5215 -0.5574 0.0185 0.0030 0.0000 -1.5185 272.9726 0
N36 -3.8165 -0.3767 0.0464 4.8870 0.0000 1.0705 1010.5925 0
N35 -0.2504 -0.0623 0.0030 1.0007 0.0000 0.7504 401.0484 0
N34 -6.9881 -1.7168 0.0849 0.0030 0.0000 -6.9852 407.0439 0
N31 4.0333 1.0038 0.0490 0.0173 0.0000 4.0506 401.8099 0
N30 -28.9344 -1.0451 0.3515 1.2428 0.0000 -27.6916 2768.0554 0
N29 -0.4293 -0.0399 0.0052 0.1199 0.0000 -0.3094 1075.8973 0
N28 -0.9898 -0.2114 0.0120 0.0042 0.0000 -0.9855 468.0921 0
N27 -1.0983 -0.0845 0.0133 0.2974 0.0000 -0.8009 1300.0482 0
N26 -10.3744 -3.6074 0.1260 0.3796 0.0000 -9.9949 287.4007 0
N25 3.4096 0.3126 0.0414 0.0114 0.0000 3.4210 1090.8631 0
N24 -5.6941 -0.1464 0.0692 0.0880 0.0000 -5.6061 3888.2486 0
N23 4.0453 0.5573 0.0491 0.0066 0.0000 4.0519 725.8478 0
N22 -4.0477 -0.0765 0.0492 0.1206 0.0000 -3.9271 5291.9002 0
N21 0.7936 0.1951 0.0096 1.0026 0.0000 1.7962 406.1927 0
N20 -0.3256 -0.0253 0.0040 0.0091 0.0000 -0.3165 1287.3647 0
N19 -0.9548 -0.0414 0.0116 0.0561 0.0000 -0.8986 2308.2899 0
N18 -5.9365 -0.2013 0.0721 0.0684 0.0000 -5.8681 2948.5904 0
N17 0.5963 0.0063 0.0072 0.1154 0.0000 0.7117 9478.0346 0
N16 -3.5437 -0.0374 0.0431 0.1379 0.0000 -3.4058 9479.0453 0
N15 -3.3612 -0.0410 0.0408 0.3390 0.0000 -3.0222 8202.6239 0
N14B -11.4564 -0.7696 0.1392 0.0237 0.0000 -11.4327 1488.5775 0
N14A -1.6064 -0.0460 0.0195 0.1151 0.0500 -1.5412 3488.9527 0
N13 -4.1378 -0.1184 0.0503 0.0277 0.0000 -4.1101 3493.8738 0
N12 0.0114 0.0003 0.0001 0.0164 0.0000 0.0278 3499.3633 0
N11 10.9102 0.2434 0.1326 0.0948 0.0000 11.0050 4481.5049 0
N10 -0.0636 -0.0151 0.0008 0.0028 0.0000 -0.0609 420.6320 0
N9 -1.1774 -0.2791 0.0143 0.0065 0.0000 -1.1708 421.8027 0
N8 -0.6800 -0.0832 0.0083 0.0124 0.0000 -0.6676 817.4302 0
N7 -0.7141 -0.1871 0.0087 0.0031 0.0000 -0.7110 381.7043 0
N6 0.1455 0.0091 0.0018 0.0139 0.0000 0.1593 1596.6212 0
N5 -0.5877 -0.1446 0.0071 0.0058 0.0000 -0.5820 406.4190 0
N4 -2.3449 -0.0650 0.0285 0.0284 0.0000 -2.3164 3604.8499 0
N3 -12.5738 -0.1555 0.1528 0.2176 0.0000 -12.3562 8088.2384 0
N2 -3.3345 -0.0200 0.0405 0.4347 0.0000 -2.8998 16708.7032 0
N1 -0.4711 -0.0028 0.0057 0.0625 0.0000 -0.4085 16711.8631 0
The total continuity error was -154.11 cubic meters
The remaining total volume was 18.594 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 128.8635 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N53 0.0000 0.0000 141.5931 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N52 0.0000 0.0000 136.5510 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N38 0.0000 0.0000 178.0826 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N51 0.0000 0.0000 87.1541 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N48 0.0000 0.0000 118.5950 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N50 0.0000 0.0000 183.9254 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N47 0.0000 0.0000 223.2411 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N45 0.0000 0.0000 205.5828 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N43 0.0000 0.0000 126.4734 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N42 0.0000 0.0000 175.4248 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N37 0.0000 0.0000 135.7154 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N36 0.0000 0.0000 169.4358 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N35 0.0000 0.0000 43.9960 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N31 0.0000 0.0000 202.9249 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N30 0.0000 0.0000 148.5229 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N29 0.0000 0.0000 389.1893 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N28 0.0000 0.0000 233.5299 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N27 0.0000 0.0000 415.0849 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N26 0.0000 0.0000 35.5245 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N23 0.0000 0.0000 364.9499 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N22 0.0000 0.0000 129.5047 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N21 0.0000 0.0000 203.9732 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N20 0.0000 0.0000 643.5586 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N19 0.0000 0.0000 509.8846 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N18 0.0000 0.0000 316.9893 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N17 0.0000 0.0000 83.6403 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N11 0.0000 0.0000 486.6884 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N10 0.0000 0.0000 210.2800 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N8 0.0000 0.0000 197.9544 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N7 0.0000 0.0000 190.4931 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N6 0.0000 0.0000 607.2156 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N5 0.0000 0.0000 202.9102 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N4 0.0000 0.0000 401.0177 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N2 0.0000 0.0000 200.7911 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 8356.4153 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 0.0205 0.0000
N53 0.0000 0.0000 0.0000 0.0208 0.0000
N52 0.0000 0.0000 0.0000 0.0277 0.0000
N38 0.0000 0.0000 0.0000 1.0785 0.0000
N51 0.0000 0.0000 0.0000 1.0181 0.0000
N48 0.0000 0.0000 0.0000 1.0430 0.0000
N50 0.0000 0.0000 0.0000 1.0470 0.0000
N47 0.0000 0.0000 0.0000 1.0759 0.0000
N46 0.0000 0.0000 0.0000 1.0833 0.0000
N45 0.0000 0.0000 0.0000 1.1148 0.0000
N43 0.0000 0.0000 0.0000 0.0193 0.0000
N42 0.0000 0.0000 0.0000 0.0247 0.0000
N37 0.0000 0.0000 0.0000 0.0599 0.0000
N36 0.0000 0.0000 0.0000 1.3630 0.0000
N35 0.0000 0.0000 0.0000 1.0652 0.0000
N34 0.0000 0.0000 0.0000 0.0611 0.0000
N31 0.0000 0.0000 0.0000 0.0198 0.0000
N30 0.0000 0.0000 0.0000 1.6331 0.0000
N29 0.0000 0.0000 0.0000 0.1185 0.0000
N28 0.0000 0.0000 0.0000 0.0727 0.0000
N27 0.0000 0.0000 0.0000 1.3722 0.0000
N26 0.0000 0.0000 0.0000 0.1716 0.0000
N25 22.8611 0.0000 0.0000 0.7804 0.0000
N24 26.5278 0.0000 0.0000 1.4844 0.0000
N23 0.0000 0.0000 0.0000 0.1177 0.0000
N22 0.0000 0.0000 0.0000 1.6307 0.0000
N21 0.0000 0.0000 0.0000 1.0423 0.0000
N20 0.0000 0.0000 0.0000 0.7773 0.0000
N19 0.0000 0.0000 0.0000 0.6991 0.0000
N18 0.0000 0.0000 0.0000 1.2867 0.0000
N17 0.0000 0.0000 0.0000 1.2881 0.0000
N16 33.2917 0.0000 0.0000 1.6966 0.0000
N15 34.1528 0.0000 0.0000 1.0953 0.0000
N14B 0.0000 0.0000 0.0000 1.2437 0.0000
N14A 0.0000 0.0000 0.0000 0.9938 0.0000
N13 0.0000 0.0000 0.0000 0.6063 0.0000
N12 0.0000 0.0000 0.0000 0.6032 0.0000
N11 0.0000 0.0000 0.0000 0.7627 0.0000
N10 0.0000 0.0000 0.0000 0.6713 0.0000
N9 0.0000 0.0000 0.0000 1.0070 0.0000
N8 0.0000 0.0000 0.0000 1.0265 0.0000
N7 0.0000 0.0000 0.0000 1.0206 0.0000
N6 0.0000 0.0000 0.0000 1.0435 0.0000
N5 0.0000 0.0000 0.0000 1.0088 0.0000
N4 0.0000 0.0000 0.0000 1.0029 0.0000
N3 0.0000 0.0000 0.0000 0.7366 0.0000
N2 0.0000 0.0000 0.0000 0.7330 0.0000
N1 0.0000 0.0000 0.0000 0.7342 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 0.012 percent
The Junction with the largest average change was.N16 with 0.045 percent
The Conduit with the largest sinuosity was.......1502 with 4.503
*===================================================================*
| 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 128.8824 0.0060
N53 141.6171 0.0066
N52 136.5755 0.0063
N38 178.1089 0.0082
N51 87.1707 0.0040
N48 118.6145 0.0055
N50 183.9545 0.0085
N47 223.2722 0.0103
N45 205.6139 0.0095
N43 126.4953 0.0059
N42 175.4493 0.0081
N37 135.7458 0.0063
N36 169.4733 0.0078
N35 44.0089 0.0020
N31 202.9708 0.0094
N30 148.5596 0.0069
N29 389.2643 0.0180
N28 233.5817 0.0108
N27 415.1542 0.0192
N26 35.5287 0.0016
N23 365.0490 0.0169
N22 129.5278 0.0060
N21 204.0208 0.0094
N20 643.5862 0.0298
N19 509.9569 0.0236
N18 317.0223 0.0147
N17 83.6549 0.0039
N11 486.7333 0.0225
N10 210.3206 0.0097
N8 197.9900 0.0092
N7 190.5269 0.0088
N6 607.2803 0.0281
N5 202.9484 0.0094
N4 401.0889 0.0186
N2 200.8122 0.0093
N1 -8356.4153 -0.3869
Outflow Outflow Average
Junction Volume m^3 Outflow, cms
--------------- ------------ ------------
N1 8356.4153 0.3869
*=====================================================*
| Initial system volume = 0.0500 Cu M |
| Total system inflow volume = 8229.2612 Cu M |
| Inflow + Initial volume = 8229.3112 Cu M |
*=====================================================*
| Total system outflow = 8356.4153 Cu M |
| Volume left in system = 18.5944 Cu M |
| Evaporation = 0.0000 Cu M |
| Outflow + Final Volume = 8375.0097 Cu M |
*=====================================================*
*===============================================*
| Total Model Continuity Error |
| Error in Continuity, Percent = -1.7705 |
| Error in Continuity, m^3 = -145.699 |
| + Error means a continuity loss, - a gain |
*===============================================*
###################################################
# Table E22. Numerical Model judgement section #
###################################################
Your overall error was -1.7705 percent
Worst nodal error was in node N30 with -1.0453 percent
Of the total inflow this loss was 0.3516 percent
Your overall continuity error was Great
Excellent Efficiency
Efficiency of the simulation 1.29
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\e5y1hr.out
*==============================================================*
| SWMM Simulation Date and Time Summary |
*==============================================================*
| Starting Date... October 9, 2017 Time... 17:58:36:56 |
| Ending Date... October 9, 2017 Time... 17:58:52:76 |
| Elapsed Time... 0.27000 minutes or 16.20000 seconds |
*==============================================================*
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