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e100y30m.out
From the archive XPXtrm.zip, inside Further information re: stormwater modelling - REC17/0011. File date in the archive: 2017-10-09 17:11.
1776.6327
N10 N9 0.2499 257.9406
N7 N6 0.2259 235.3484
N6 N4 0.9034 975.3425
N5 N4 0.2397 252.2786
N4 N3 1.7044 2053.6839
N3 N2 4.7095 6367.5856
N14B N14A 3.1646 2279.3611
#########################################################
# 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 8.9254 7.0352 Natural
5047 N50 N47 5.7000 4.6000 5.7665 4.7117 Natural
5114b N51 N14B 4.8000 3.0000 4.8239 3.1281 Natural
4342 N43 N42 9.2000 7.3000 9.2236 7.3314 Natural
3736 N37 N30 7.0000 5.5200 7.0738 5.8793 Natural
3534 N35 N34 4.2000 4.1000 4.3764 4.2721 Natural
3422 N34 N22 4.1000 3.4000 4.2721 3.6551 Natural
3130 N31 N30 7.5000 5.7000 7.5267 5.8793 Natural
3024 N30 N24 4.2000 2.8600 5.8793 4.2094 Circular
3036 N30 N36 5.6200 5.5200 5.8793 5.8685 Natural
2827 N28 N27 8.3000 6.7000 8.3878 6.7871 Natural
2726 N27 N26 6.7000 6.5000 6.7429 6.7457 Natural
2629 N26 N29 6.5000 6.4000 6.7457 6.5612 Natural
2930 N29 N30 6.4000 5.6200 6.5612 5.8793 Natural
2725 N27 N25 5.3500 4.8700 6.7429 5.7217 Circular
2524 N25 N24 4.8700 2.8600 5.7217 4.2094 Circular
2422 N24 N22 2.5900 1.8600 4.2094 3.6551 Circular
L575 N23 N22 4.7000 3.4000 4.8383 3.6551 Natural
2117 N21 N17 3.0000 2.9500 3.1765 3.1764 Natural
1714B N17 N14B 2.8500 2.8000 3.1764 3.1281 Natural
1716 N17 N16 1.7500 1.3500 3.1764 3.1790 Circular
1615 N16 N15 1.3400 1.2100 3.1801 2.5035 Circular
1614A N16 N14A 1.6500 1.6000 3.1801 2.9267 Circular
4514B N45 N14B 3.5000 2.8500 3.6648 3.1281 Natural
4515 N45 N15 2.5000 1.2100 3.6648 2.5035 Circular
1502 N15 N2 1.2100 1.0500 2.5040 1.9987 Circular
14A13 N13 N14A 1.8600 1.6000 2.7164 2.9267 Natural
1312 N13 N12 1.8600 1.6800 2.7164 2.5740 Natural
1211 N12 N11 1.6800 1.3400 2.5740 2.3704 Natural
1103 N11 N3 1.3400 1.1000 2.3704 2.0377 Natural
0912 N9 N12 3.5000 2.0000 3.5309 2.5740 Natural
0908 N9 N8 2.5000 2.0000 3.5309 3.0545 Circular
0811 N8 N11 3.0000 2.0000 3.0545 2.3704 Natural
0804 N8 N4 2.0000 1.7000 3.0545 2.8791 Circular
0201 N2 N1 1.0500 0.9300 1.9987 1.8820 Natural
5248 N52 N48 7.0000 4.8000 7.0352 4.8271 Natural
4845 N48 N45 4.6000 3.5000 4.6618 3.6648 Natural
4250 N42 N50 7.3000 5.7000 7.3314 5.7665 Natural
5338 N53 N38 8.5000 6.0000 8.5259 6.0998 Natural
3851 N38 N51 6.1500 4.8000 6.0998 4.8239 Natural
4746o N47 N46 4.6000 4.0000 4.7117 4.1216 Natural
4746u N47 N46 3.6000 3.0000 4.7117 4.1216 Circular
4645o N46 N45 4.0000 3.5000 4.1216 3.6648 Natural
4645u N46 N45 3.0000 2.5000 4.1216 3.6648 Circular
3836o N38 N36 6.0000 5.5200 6.0998 5.8685 Natural
3635o N36 N35 5.7700 5.2000 5.8685 5.2945 Natural
2217o N22 N17 3.4000 2.9500 3.6551 3.2020 Natural
2217u N22 N17 1.8600 1.7500 3.6551 3.1764 Circular
2019o N20 N19 7.0000 6.0000 7.0373 6.0945 Natural
2019u N20 N19 6.0000 4.5000 7.0373 6.0945 Circular
1918o N19 N18 6.0000 3.0000 6.0944 3.2476 Natural
1918u N19 N18 4.5000 1.9000 6.0944 3.2476 Circular
1817o N18 N17 3.0000 2.9500 3.2476 3.1764 Natural
1817u N18 N17 1.9000 1.7500 3.2476 3.1764 Circular
1009o N10 N9 4.6000 3.5000 4.6225 3.5309 Natural
1009u N10 N9 3.6000 2.5000 4.6225 3.5309 Circular
0706o N7 N6 5.0000 4.5000 5.0390 4.5779 Natural
0706u N7 N6 4.0000 3.5000 5.0390 4.5779 Circular
0604o N6 N4 4.5000 2.8000 4.5779 2.8791 Natural
0604u N6 N4 3.5000 1.7000 4.5779 2.8791 Circular
0504o N5 N4 4.3000 2.8000 4.3316 2.8791 Natural
0504u N5 N4 3.3000 1.7000 4.3316 2.8791 Circular
0403o N4 N3 2.8000 2.0000 2.8791 2.0707 Natural
0403u N4 N3 1.7000 1.1000 2.8791 2.0377 Circular
0302o N3 N2 1.8200 1.8100 2.0377 1.9987 Natural
0302u N3 N2 1.1000 1.0500 2.0377 1.9987 Rectangle
14a14bo N14B N14A 2.9900 2.5000 3.1281 2.9267 Natural
14a14bu N14B N14A 1.8000 1.6000 3.1281 2.9267 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 -5.7395 -1.7625 0.0566 0.0449 0.0000 -5.6946 325.6298 0
N53 -8.7612 -2.4319 0.0865 0.2100 0.0000 -8.5512 360.1567 0
N52 -8.2829 -1.2225 0.0817 0.0689 0.0000 -8.2140 677.5074 0
N38 -31.7837 -3.7866 0.3137 3.7464 0.0000 -28.0373 837.4952 0
N51 2.2244 1.0411 0.0220 1.0105 0.0000 3.2348 213.1484 0
N48 -8.8875 -0.8993 0.0877 1.0587 0.0000 -7.8288 987.7041 0
N50 -19.1596 -1.5337 0.1891 1.0661 0.0000 -18.0935 1248.6704 0
N47 1.9944 0.1099 0.0197 0.0326 0.0000 2.0271 1815.4850 0
N46 -3.1722 -0.1747 0.0313 0.0119 0.0000 -3.1603 1816.1728 0
N45 -1.8546 -0.0558 0.0183 0.0680 0.0000 -1.7866 3323.3240 0
N43 -4.9866 -1.5631 0.0492 0.0266 0.0000 -4.9600 319.0070 0
N42 -7.4955 -0.9775 0.0740 0.0643 0.0000 -7.4312 766.8091 0
N37 -4.0945 -1.2138 0.0404 0.0027 0.0000 -4.0918 337.3183 0
N36 0.3677 0.0196 0.0036 4.8006 0.0000 5.1684 1872.1712 0
N35 -0.8797 -0.0446 0.0087 1.0006 0.0000 0.1210 1974.0130 0
N34 -9.5783 -0.4831 0.0945 0.0026 0.0000 -9.5757 1982.7182 0
N31 -8.7543 -1.7267 0.0864 0.0157 0.0000 -8.7386 506.9780 0
N30 -27.2931 -0.9040 0.2694 1.2043 0.0000 -26.0888 3018.4492 0
N29 1.9991 0.1127 0.0197 0.1185 0.0000 2.1176 1773.1017 0
N28 -1.6444 -0.2858 0.0162 0.0038 0.0000 -1.6406 575.4074 0
N27 -0.1942 -0.0122 0.0019 0.2954 0.0000 0.1011 1596.9410 0
N26 -16.6009 -2.0674 0.1638 0.3777 0.0000 -16.2232 802.7804 0
N25 5.1057 0.5720 0.0504 0.0100 0.0000 5.1158 892.5511 0
N24 -6.2222 -0.1862 0.0614 0.0733 0.0000 -6.1490 3341.9015 0
N23 6.8367 0.7684 0.0675 0.0058 0.0000 6.8425 889.7177 0
N22 -15.4911 -0.2362 0.1529 0.1024 0.0000 -15.3887 6558.9462 0
N21 1.0863 0.2174 0.0107 1.0023 0.0000 2.0886 499.2743 0
N20 1.0503 0.0667 0.0104 0.0082 0.0000 1.0585 1574.8992 0
N19 -5.4654 -0.1928 0.0539 0.0510 0.0000 -5.4143 2834.3629 0
N18 34.0372 0.9486 0.3359 0.0626 0.0000 34.0997 3587.9402 0
N17 0.8706 0.0080 0.0086 0.1013 0.0000 0.9720 10828.8356 0
N16 -2.6898 -0.0307 0.0265 0.1223 0.0000 -2.5676 8752.1497 0
N15 -2.3830 -0.0332 0.0235 0.3005 0.0000 -2.0825 7174.6688 0
N14B -25.9337 -0.5721 0.2560 0.0228 0.0000 -25.9110 4533.0531 0
N14A -8.4735 -0.1168 0.0836 0.1148 0.0500 -8.4087 7251.9087 0
N13 -9.0847 -0.1250 0.0897 0.0276 0.0000 -9.0570 7267.6690 0
N12 70.7201 0.9698 0.6980 0.0150 0.0000 70.7351 7292.0797 0
N11 40.1451 0.4653 0.3962 0.0866 0.0000 40.2316 8627.2793 0
N10 -0.2260 -0.0438 0.0022 0.0024 0.0000 -0.2236 515.7163 0
N9 -0.2456 -0.0476 0.0024 0.0057 0.0000 -0.2399 516.0723 0
N8 5.3428 0.5877 0.0527 0.0109 0.0000 5.3537 909.0672 0
N7 -1.9396 -0.4137 0.0191 0.0028 0.0000 -1.9369 468.8238 0
N6 3.6060 0.1845 0.0356 0.0124 0.0000 3.6183 1954.3833 0
N5 -3.6788 -0.7343 0.0363 0.0051 0.0000 -3.6737 500.9682 0
N4 -4.3434 -0.1058 0.0429 0.0251 0.0000 -4.3183 4103.4435 0
N3 -21.8638 -0.1720 0.2158 0.1983 0.0000 -21.6655 12714.1102 0
N2 -4.2829 -0.0210 0.0423 0.3916 0.0000 -3.8913 20411.2393 0
N1 -0.9953 -0.0049 0.0098 0.0558 0.0000 -0.9395 20416.1921 0
The total continuity error was -107.10 cubic meters
The remaining total volume was 18.048 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 159.9849 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N53 0.0000 0.0000 175.8137 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N52 0.0000 0.0000 169.1056 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N38 0.0000 0.0000 220.4817 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N51 0.0000 0.0000 108.2124 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N48 0.0000 0.0000 147.2387 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N50 0.0000 0.0000 228.3557 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N47 0.0000 0.0000 275.6321 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N45 0.0000 0.0000 253.8142 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N43 0.0000 0.0000 157.0411 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N42 0.0000 0.0000 217.7789 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N37 0.0000 0.0000 166.6273 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N36 0.0000 0.0000 208.1638 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N35 0.0000 0.0000 53.8721 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N31 0.0000 0.0000 249.1658 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N30 0.0000 0.0000 182.4417 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N29 0.0000 0.0000 478.2998 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N28 0.0000 0.0000 286.8811 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N27 0.0000 0.0000 509.9593 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N26 0.0000 0.0000 43.7646 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N23 0.0000 0.0000 448.4149 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N22 0.0000 0.0000 160.8102 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N21 0.0000 0.0000 250.6746 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N20 0.0000 0.0000 788.0707 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N19 0.0000 0.0000 627.6237 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N18 0.0000 0.0000 391.4380 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N17 0.0000 0.0000 103.2443 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N11 0.0000 0.0000 602.9181 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N10 0.0000 0.0000 257.7680 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N8 0.0000 0.0000 242.5913 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N7 0.0000 0.0000 233.4696 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N6 0.0000 0.0000 743.6975 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N5 0.0000 0.0000 248.6826 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N4 0.0000 0.0000 491.3149 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N2 0.0000 0.0000 248.6545 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 10209.4664 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 0.0254 0.0000
N53 0.0000 0.0000 0.0000 0.0259 0.0000
N52 0.0000 0.0000 0.0000 0.0352 0.0000
N38 0.0000 0.0000 0.0000 1.0998 0.0000
N51 0.0000 0.0000 0.0000 1.0239 0.0000
N48 0.0000 0.0000 0.0000 1.0618 0.0000
N50 0.0000 0.0000 0.0000 1.0665 0.0000
N47 0.0000 0.0000 0.0000 1.1117 0.0000
N46 0.0000 0.0000 0.0000 1.1216 0.0000
N45 0.0000 0.0000 0.0000 1.1648 0.0000
N43 0.0000 0.0000 0.0000 0.0236 0.0000
N42 0.0000 0.0000 0.0000 0.0314 0.0000
N37 0.0000 0.0000 0.0000 0.0738 0.0000
N36 0.0000 0.0000 0.0000 1.3985 0.0000
N35 0.0000 0.0000 0.0000 1.1764 0.0000
N34 0.0000 0.0000 0.0000 0.1721 0.0000
N31 0.0000 0.0000 0.0000 0.0267 0.0000
N30 0.0000 0.0000 0.0000 1.6793 0.0000
N29 0.0000 0.0000 0.0000 0.1612 0.0000
N28 0.0000 0.0000 0.0000 0.0878 0.0000
N27 0.0000 0.0000 0.0000 1.3929 0.0000
N26 0.0000 0.0000 0.0000 0.2457 0.0000
N25 26.4722 0.0000 0.0000 0.8517 0.0000
N24 29.5750 0.0000 0.0000 1.6194 0.0000
N23 0.0000 0.0000 0.0000 0.1383 0.0000
N22 0.0000 0.0000 0.0000 1.7951 0.0000
N21 0.0000 0.0000 0.0000 1.1765 0.0000
N20 0.0000 0.0000 0.0000 1.0373 0.0000
N19 0.0000 0.0000 0.0000 1.5944 0.0000
N18 0.0000 0.0000 0.0000 1.3476 0.0000
N17 0.0000 0.0000 0.0000 1.4264 0.0000
N16 32.4167 0.0000 0.0000 1.8401 0.0000
N15 32.6875 0.0000 0.0000 1.2940 0.0000
N14B 0.0000 0.0000 0.0000 1.3281 0.0000
N14A 0.0000 0.0000 0.0000 1.3267 0.0000
N13 0.0000 0.0000 0.0000 0.8564 0.0000
N12 0.0000 0.0000 0.0000 0.8940 0.0000
N11 0.0000 0.0000 0.0000 1.0304 0.0000
N10 0.0000 0.0000 0.0000 1.0225 0.0000
N9 0.0000 0.0000 0.0000 1.0309 0.0000
N8 0.0000 0.0000 0.0000 1.0545 0.0000
N7 0.0000 0.0000 0.0000 1.0390 0.0000
N6 0.0000 0.0000 0.0000 1.0779 0.0000
N5 0.0000 0.0000 0.0000 1.0316 0.0000
N4 0.0000 0.0000 0.0000 1.1791 0.0000
N3 0.0000 0.0000 0.0000 0.9377 0.0000
N2 0.0000 0.0000 0.0000 0.9487 0.0000
N1 0.0000 0.0000 0.0000 0.9520 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 0.022 percent
The Junction with the largest average change was.N16 with 0.046 percent
The Conduit with the largest sinuosity was.......1502 with 4.795
*===================================================================*
| 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 159.9867 0.0074
N53 175.8175 0.0081
N52 169.1078 0.0078
N38 220.4842 0.0102
N51 108.2155 0.0050
N48 147.2414 0.0068
N50 228.3595 0.0106
N47 275.6288 0.0128
N45 253.8122 0.0118
N43 157.0447 0.0073
N42 217.7807 0.0101
N37 166.6325 0.0077
N36 208.1699 0.0096
N35 53.8731 0.0025
N31 249.1736 0.0115
N30 182.4474 0.0084
N29 478.3120 0.0221
N28 286.8895 0.0133
N27 509.9679 0.0236
N26 43.7645 0.0020
N23 448.4299 0.0208
N22 160.8143 0.0074
N21 250.6845 0.0116
N20 788.0385 0.0365
N19 627.6258 0.0291
N18 391.4311 0.0181
N17 103.2453 0.0048
N11 602.9035 0.0279
N10 257.7757 0.0119
N8 242.5975 0.0112
N7 233.4754 0.0108
N6 743.6924 0.0344
N5 248.6897 0.0115
N4 491.3270 0.0227
N2 248.6497 0.0115
N1 -10209.4664 -0.4727
Outflow Outflow Average
Junction Volume m^3 Outflow, cms
--------------- ------------ ------------
N1 10209.4664 0.4727
*=====================================================*
| Initial system volume = 0.0500 Cu M |
| Total system inflow volume = 10132.0074 Cu M |
| Inflow + Initial volume = 10132.0574 Cu M |
*=====================================================*
| Total system outflow = 10209.4664 Cu M |
| Volume left in system = 18.0475 Cu M |
| Evaporation = 0.0000 Cu M |
| Outflow + Final Volume = 10227.5140 Cu M |
*=====================================================*
*===============================================*
| Total Model Continuity Error |
| Error in Continuity, Percent = -0.9421 |
| Error in Continuity, m^3 = -95.457 |
| + Error means a continuity loss, - a gain |
*===============================================*
###################################################
# Table E22. Numerical Model judgement section #
###################################################
Your overall error was -0.9421 percent
Worst nodal error was in node N12 with 0.9698 percent
Of the total inflow this loss was 0.6980 percent
Your overall continuity error was Excellent
Excellent Efficiency
Efficiency of the simulation 1.40
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\e100y30m.out
*==============================================================*
| SWMM Simulation Date and Time Summary |
*==============================================================*
| Starting Date... October 9, 2017 Time... 17:11:23:54 |
| Ending Date... October 9, 2017 Time... 17:11:39:98 |
| Elapsed Time... 0.27400 minutes or 16.44000 seconds |
*==============================================================*
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