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e1y30m.out
From the archive XPXtrm.zip, inside Further information re: stormwater modelling - REC17/0011. File date in the archive: 2017-10-09 20:33.
381.1199
N5 N4 0.0986 96.8297
N4 N3 0.8097 866.7609
N3 N2 1.3371 1615.9824
N14B N14A 0.1432 175.6151
#########################################################
# 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 8.9174 7.0217 Natural
5047 N50 N47 5.7000 4.6000 5.7351 4.6263 Natural
5114b N51 N14B 4.8000 3.0000 4.8145 3.0113 Natural
4342 N43 N42 9.2000 7.3000 9.2168 7.3204 Natural
3736 N37 N30 7.0000 5.5200 7.0519 5.6666 Natural
3534 N35 N34 4.2000 4.1000 4.2141 4.1184 Natural
3422 N34 N22 4.1000 3.4000 4.1184 3.4049 Natural
3130 N31 N30 7.5000 5.7000 7.5168 5.7130 Natural
3024 N30 N24 4.2000 2.8600 5.6666 3.6162 Circular
3036 N30 N36 5.6200 5.5200 5.6843 5.6939 Natural
2827 N28 N27 8.3000 6.7000 8.3628 6.7625 Natural
2726 N27 N26 6.7000 6.5000 6.7107 6.5789 Natural
2629 N26 N29 6.5000 6.4000 6.5789 6.4860 Natural
2930 N29 N30 6.4000 5.6200 6.4860 5.7054 Natural
2725 N27 N25 5.3500 4.8700 6.7107 5.4753 Circular
2524 N25 N24 4.8700 2.8600 5.4753 3.6162 Circular
2422 N24 N22 2.5900 1.8600 3.6161 2.9336 Circular
L575 N23 N22 4.7000 3.4000 4.8027 3.4756 Natural
2117 N21 N17 3.0000 2.9500 3.0348 2.9721 Natural
1714B N17 N14B 2.8500 2.8000 2.9108 2.9379 Natural
1716 N17 N16 1.7500 1.3500 2.5242 2.6872 Circular
1615 N16 N15 1.3400 1.2100 2.6872 2.1649 Circular
1614A N16 N14A 1.6500 1.6000 2.6872 2.4679 Circular
4514B N45 N14B 3.5000 2.8500 3.5773 2.9379 Natural
4515 N45 N15 2.5000 1.2100 3.5773 2.1649 Circular
1502 N15 N2 1.2100 1.0500 2.1649 1.5975 Circular
14A13 N13 N14A 1.8600 1.6000 2.3652 2.4679 Natural
1312 N13 N12 1.8600 1.6800 2.3652 2.1983 Natural
1211 N12 N11 1.6800 1.3400 2.1983 1.8990 Natural
1103 N11 N3 1.3400 1.1000 1.8990 1.6320 Natural
0912 N9 N12 3.5000 2.0000 2.8669 2.1983 Natural
0908 N9 N8 2.5000 2.0000 2.8668 2.6346 Circular
0811 N8 N11 3.0000 2.0000 1.8990 1.8990 Natural
0804 N8 N4 2.0000 1.7000 2.6345 2.3025 Circular
0201 N2 N1 1.0500 0.9300 1.5975 1.4775 Natural
5248 N52 N48 7.0000 4.8000 7.0217 4.8166 Natural
4845 N48 N45 4.6000 3.5000 4.6295 3.5773 Natural
4250 N42 N50 7.3000 5.7000 7.3204 5.7351 Natural
5338 N53 N38 8.5000 6.0000 8.5177 6.0553 Natural
3851 N38 N51 6.1500 4.8000 6.0553 4.8145 Natural
4746o N47 N46 4.6000 4.0000 4.5499 4.0043 Natural
4746u N47 N46 3.6000 3.0000 4.5499 4.0043 Circular
4645o N46 N45 4.0000 3.5000 4.0043 3.5773 Natural
4645u N46 N45 3.0000 2.5000 4.0043 3.5773 Circular
3836o N38 N36 6.0000 5.5200 6.0553 5.6939 Natural
3635o N36 N35 5.7700 5.2000 4.2141 4.2141 Natural
2217o N22 N17 3.4000 2.9500 2.5242 2.5242 Natural
2217u N22 N17 1.8600 1.7500 2.9335 2.5242 Circular
2019o N20 N19 7.0000 6.0000 4.7938 4.7938 Natural
2019u N20 N19 6.0000 4.5000 6.2613 4.7938 Circular
1918o N19 N18 6.0000 3.0000 2.9008 2.9008 Natural
1918u N19 N18 4.5000 1.9000 4.7938 2.9008 Circular
1817o N18 N17 3.0000 2.9500 2.5242 2.5242 Natural
1817u N18 N17 1.9000 1.7500 2.9008 2.5242 Circular
1009o N10 N9 4.6000 3.5000 2.8669 2.8669 Natural
1009u N10 N9 3.6000 2.5000 3.7813 2.8669 Circular
0706o N7 N6 5.0000 4.5000 5.0042 4.5132 Natural
0706u N7 N6 4.0000 3.5000 5.0042 4.5132 Circular
0604o N6 N4 4.5000 2.8000 4.5132 2.8128 Natural
0604u N6 N4 3.5000 1.7000 4.5132 2.3025 Circular
0504o N5 N4 4.3000 2.8000 2.3025 2.3025 Natural
0504u N5 N4 3.3000 1.7000 3.5186 2.3025 Circular
0403o N4 N3 2.8000 2.0000 1.6320 1.6320 Natural
0403u N4 N3 1.7000 1.1000 2.3025 1.6320 Circular
0302o N3 N2 1.8200 1.8100 1.5975 1.5975 Natural
0302u N3 N2 1.1000 1.0500 1.6320 1.5975 Rectangle
14a14bo N14B N14A 2.9900 2.5000 2.4679 2.4679 Natural
14a14bu N14B N14A 1.8000 1.6000 2.9379 2.4679 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 -2.5456 -2.0321 0.0649 0.0439 0.0000 -2.5018 125.2484 0
N53 -6.7074 -4.7392 0.1710 0.1930 0.0000 -6.5145 141.4340 0
N52 -2.7044 -1.0385 0.0690 0.0673 0.0000 -2.6372 260.3965 0
N38 -3.3472 -1.0490 0.0854 3.7101 0.0000 0.3629 317.2275 0
N51 -1.9305 -2.2846 0.0492 1.0103 0.0000 -0.9202 83.9966 0
N48 -10.7887 -2.7945 0.2751 1.0573 0.0000 -9.7314 385.5392 0
N50 -11.5953 -2.3696 0.2957 1.0647 0.0000 -10.5306 488.8013 0
N47 -0.4436 -0.0623 0.0113 0.0319 0.0000 -0.4117 712.1179 0
N46 -0.6238 -0.0875 0.0159 0.0116 0.0000 -0.6122 712.8831 0
N45 -3.3806 -0.2586 0.0862 0.0650 0.0000 -3.3155 1307.4684 0
N43 -2.0611 -1.6816 0.0526 0.0261 0.0000 -2.0350 122.5526 0
N42 -5.8901 -1.9802 0.1502 0.0629 0.0000 -5.8272 297.4224 0
N37 0.2884 0.2232 0.0074 0.0027 0.0000 0.2911 129.2246 0
N36 7.6072 1.6231 0.1940 4.7721 0.0000 12.3793 466.3046 0
N35 -0.0723 -0.1738 0.0018 1.0006 0.0000 0.9283 41.1081 0
N34 -0.0771 -0.1916 0.0020 0.0026 0.0000 -0.0745 40.2518 0
N31 -2.0540 -1.0498 0.0524 0.0154 0.0000 -2.0385 195.6470 0
N30 -4.6371 -0.3361 0.1182 1.1893 0.0000 -3.4479 1379.1179 0
N29 -3.5710 -0.7928 0.0911 0.1107 0.0000 -3.4603 450.3729 0
N28 -0.6786 -0.3036 0.0173 0.0037 0.0000 -0.6749 223.4977 0
N27 -0.8588 -0.1384 0.0219 0.2749 0.0000 -0.5839 620.4182 0
N26 -9.4815 -14.1808 0.2418 0.3515 0.0000 -9.1299 66.6856 0
N25 2.2660 0.3809 0.0578 0.0098 0.0000 2.2757 594.8792 0
N24 -3.7900 -0.1916 0.0966 0.0665 0.0000 -3.7235 1978.3082 0
N23 -3.3675 -0.9572 0.0859 0.0057 0.0000 -3.3618 351.7940 0
N22 -2.4997 -0.0999 0.0637 0.0938 0.0000 -2.4058 2502.5936 0
N21 -0.8002 -0.4103 0.0204 1.0023 0.0000 0.2021 194.5328 0
N20 -0.2033 -0.0332 0.0052 0.0079 0.0000 -0.1953 612.0916 0
N19 -0.7801 -0.0710 0.0199 0.0491 0.0000 -0.7310 1098.5726 0
N18 -2.5489 -0.1817 0.0650 0.0604 0.0000 -2.4884 1403.1157 0
N17 -0.6332 -0.0149 0.0161 0.0946 0.0000 -0.5387 4257.9972 0
N16 -4.1282 -0.0969 0.1053 0.1150 0.0000 -4.0132 4260.9882 0
N15 -3.4231 -0.0743 0.0873 0.2833 0.0000 -3.1398 4606.9688 0
N14B -0.7207 -0.1697 0.0184 0.0226 0.0000 -0.6981 424.8172 0
N14A -1.0892 -0.1108 0.0278 0.1147 0.0500 -1.0244 983.1409 0
N13 -3.5965 -0.3644 0.0917 0.0276 0.0000 -3.5688 986.9937 0
N12 -11.3282 -1.1315 0.2889 0.0146 0.0000 -11.3136 1001.1817 0
N11 -7.6353 -0.5151 0.1947 0.0842 0.0000 -7.5511 1482.2714 0
N10 -0.2612 -0.1301 0.0067 0.0024 0.0000 -0.2589 200.8207 0
N9 -0.5273 -0.2616 0.0134 0.0056 0.0000 -0.5217 201.5541 0
N8 -0.5073 -0.1296 0.0129 0.0106 0.0000 -0.4967 391.2844 0
N7 -0.1824 -0.1003 0.0047 0.0027 0.0000 -0.1797 181.8247 0
N6 -1.0720 -0.1408 0.0273 0.0120 0.0000 -1.0600 761.2859 0
N5 -0.1080 -0.0558 0.0028 0.0050 0.0000 -0.1031 193.6154 0
N4 -2.0917 -0.1208 0.0533 0.0243 0.0000 -2.0674 1731.7911 0
N3 -5.7125 -0.1770 0.1457 0.1913 0.0000 -5.5212 3227.3838 0
N2 -3.9059 -0.0486 0.0996 0.3729 0.0000 -3.5330 8035.2804 0
N1 -0.7838 -0.0098 0.0200 0.0530 0.0000 -0.7308 8039.0792 0
The total continuity error was -124.98 cubic meters
The remaining total volume was 17.800 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 61.3539 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N53 0.0000 0.0000 67.4373 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N52 0.0000 0.0000 65.0223 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N38 0.0000 0.0000 84.8024 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N51 0.0000 0.0000 41.5179 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N48 0.0000 0.0000 56.4755 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N50 0.0000 0.0000 87.5809 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N47 0.0000 0.0000 106.2895 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N45 0.0000 0.0000 97.8998 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N43 0.0000 0.0000 60.2402 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N42 0.0000 0.0000 83.5084 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N37 0.0000 0.0000 64.7322 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N36 0.0000 0.0000 80.8074 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N35 0.0000 0.0000 21.0093 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N31 0.0000 0.0000 96.7912 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N30 0.0000 0.0000 70.8562 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N29 0.0000 0.0000 185.5413 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N28 0.0000 0.0000 111.3738 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N27 0.0000 0.0000 197.8053 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N26 0.0000 0.0000 16.9125 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N23 0.0000 0.0000 174.1983 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N22 0.0000 0.0000 61.6891 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N21 0.0000 0.0000 97.3036 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N20 0.0000 0.0000 305.9641 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N19 0.0000 0.0000 242.8377 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N18 0.0000 0.0000 150.8335 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N17 0.0000 0.0000 39.8432 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N11 0.0000 0.0000 231.4784 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N10 0.0000 0.0000 100.2622 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N8 0.0000 0.0000 94.3659 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N7 0.0000 0.0000 90.8053 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N6 0.0000 0.0000 289.1062 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N5 0.0000 0.0000 96.7414 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N4 0.0000 0.0000 191.1633 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N2 0.0000 0.0000 95.5278 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 4020.1161 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 0.0174 0.0000
N53 0.0000 0.0000 0.0000 0.0177 0.0000
N52 0.0000 0.0000 0.0000 0.0217 0.0000
N38 0.0000 0.0000 0.0000 1.0553 0.0000
N51 0.0000 0.0000 0.0000 1.0145 0.0000
N48 0.0000 0.0000 0.0000 1.0295 0.0000
N50 0.0000 0.0000 0.0000 1.0351 0.0000
N47 0.0000 0.0000 0.0000 0.9499 0.0000
N46 0.0000 0.0000 0.0000 1.0043 0.0000
N45 0.0000 0.0000 0.0000 1.0773 0.0000
N43 0.0000 0.0000 0.0000 0.0168 0.0000
N42 0.0000 0.0000 0.0000 0.0204 0.0000
N37 0.0000 0.0000 0.0000 0.0519 0.0000
N36 0.0000 0.0000 0.0000 1.2239 0.0000
N35 0.0000 0.0000 0.0000 1.0141 0.0000
N34 0.0000 0.0000 0.0000 0.0184 0.0000
N31 0.0000 0.0000 0.0000 0.0168 0.0000
N30 0.0000 0.0000 0.0000 1.4666 0.0000
N29 0.0000 0.0000 0.0000 0.0860 0.0000
N28 0.0000 0.0000 0.0000 0.0628 0.0000
N27 0.0000 0.0000 0.0000 1.3607 0.0000
N26 0.0000 0.0000 0.0000 0.0789 0.0000
N25 5.3056 0.0000 0.0000 0.6053 0.0000
N24 6.2778 0.0000 0.0000 1.0262 0.0000
N23 0.0000 0.0000 0.0000 0.1027 0.0000
N22 0.0000 0.0000 0.0000 1.0736 0.0000
N21 0.0000 0.0000 0.0000 1.0348 0.0000
N20 0.0000 0.0000 0.0000 0.2613 0.0000
N19 0.0000 0.0000 0.0000 0.2938 0.0000
N18 0.0000 0.0000 0.0000 1.0008 0.0000
N17 0.0000 0.0000 0.0000 0.7742 0.0000
N16 10.5556 0.0000 0.0000 1.3472 0.0000
N15 10.8056 0.0000 0.0000 0.9549 0.0000
N14B 0.0000 0.0000 0.0000 1.1379 0.0000
N14A 0.0000 0.0000 0.0000 0.8679 0.0000
N13 0.0000 0.0000 0.0000 0.5052 0.0000
N12 0.0000 0.0000 0.0000 0.5183 0.0000
N11 0.0000 0.0000 0.0000 0.5590 0.0000
N10 0.0000 0.0000 0.0000 0.1813 0.0000
N9 0.0000 0.0000 0.0000 0.3668 0.0000
N8 0.0000 0.0000 0.0000 0.6346 0.0000
N7 0.0000 0.0000 0.0000 1.0042 0.0000
N6 0.0000 0.0000 0.0000 1.0132 0.0000
N5 0.0000 0.0000 0.0000 0.2186 0.0000
N4 0.0000 0.0000 0.0000 0.6025 0.0000
N3 0.0000 0.0000 0.0000 0.5320 0.0000
N2 0.0000 0.0000 0.0000 0.5475 0.0000
N1 0.0000 0.0000 0.0000 0.5475 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 0.010 percent
The Junction with the largest average change was.N16 with 0.033 percent
The Conduit with the largest sinuosity was.......1502 with 3.974
*===================================================================*
| 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 61.3764 0.0028
N53 67.4654 0.0031
N52 65.0523 0.0030
N38 84.8337 0.0039
N51 41.5372 0.0019
N48 56.4985 0.0026
N50 87.6154 0.0041
N47 106.3285 0.0049
N45 97.9386 0.0045
N43 60.2659 0.0028
N42 83.5377 0.0039
N37 64.7678 0.0030
N36 80.8513 0.0037
N35 21.0247 0.0010
N31 96.8449 0.0045
N30 70.8995 0.0033
N29 185.6286 0.0086
N28 111.4346 0.0052
N27 197.8868 0.0092
N26 16.9176 0.0008
N23 174.3139 0.0081
N22 61.7162 0.0029
N21 97.3584 0.0045
N20 306.0061 0.0142
N19 242.9240 0.0112
N18 150.8756 0.0070
N17 39.8609 0.0018
N11 231.5377 0.0107
N10 100.3093 0.0046
N8 94.4074 0.0044
N7 90.8447 0.0042
N6 289.1861 0.0134
N5 96.7857 0.0045
N4 191.2464 0.0089
N2 95.5551 0.0044
N1 -4020.1161 -0.1861
Outflow Outflow Average
Junction Volume m^3 Outflow, cms
--------------- ------------ ------------
N1 4020.1161 0.1861
*=====================================================*
| Initial system volume = 0.0500 Cu M |
| Total system inflow volume = 3920.0775 Cu M |
| Inflow + Initial volume = 3920.1275 Cu M |
*=====================================================*
| Total system outflow = 4020.1161 Cu M |
| Volume left in system = 17.7997 Cu M |
| Evaporation = 0.0000 Cu M |
| Outflow + Final Volume = 4037.9158 Cu M |
*=====================================================*
*===============================================*
| Total Model Continuity Error |
| Error in Continuity, Percent = -3.0047 |
| Error in Continuity, m^3 = -117.788 |
| + Error means a continuity loss, - a gain |
*===============================================*
###################################################
# Table E22. Numerical Model judgement section #
###################################################
Your overall error was -3.0047 percent
Worst nodal error was in node N50 with -2.3698 percent
Of the total inflow this loss was 0.2958 percent
Your overall continuity error was Good
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\e1y30m.out
*==============================================================*
| SWMM Simulation Date and Time Summary |
*==============================================================*
| Starting Date... October 9, 2017 Time... 20:33:25:81 |
| Ending Date... October 9, 2017 Time... 20:33:40:85 |
| Elapsed Time... 0.25067 minutes or 15.04000 seconds |
*==============================================================*
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