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e50y25m.out
From the archive XPXtrm.zip, inside Further information re: stormwater modelling - REC17/0011. File date in the archive: 2017-10-09 17:23.
1477.9637
N10 N9 0.2391 216.4487
N7 N6 0.2163 196.4271
N6 N4 0.8522 819.2630
N5 N4 0.2294 210.5317
N4 N3 1.6395 1718.4257
N3 N2 4.2533 5086.8017
N14B N14A 2.7323 1702.9905
#########################################################
# 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 8.9250 7.0343 Natural
5047 N50 N47 5.7000 4.6000 5.7642 4.7080 Natural
5114b N51 N14B 4.8000 3.0000 4.8233 3.1215 Natural
4342 N43 N42 9.2000 7.3000 9.2232 7.3307 Natural
3736 N37 N30 7.0000 5.5200 7.0725 5.8753 Natural
3534 N35 N34 4.2000 4.1000 4.3670 4.2625 Natural
3422 N34 N22 4.1000 3.4000 4.2625 3.6447 Natural
3130 N31 N30 7.5000 5.7000 7.5261 5.8753 Natural
3024 N30 N24 4.2000 2.8600 5.8753 4.1980 Circular
3036 N30 N36 5.6200 5.5200 5.8753 5.8660 Natural
2827 N28 N27 8.3000 6.7000 8.3864 6.7857 Natural
2726 N27 N26 6.7000 6.5000 6.7372 6.7405 Natural
2629 N26 N29 6.5000 6.4000 6.7405 6.5570 Natural
2930 N29 N30 6.4000 5.6200 6.5570 5.8753 Natural
2725 N27 N25 5.3500 4.8700 6.7372 5.7127 Circular
2524 N25 N24 4.8700 2.8600 5.7127 4.1980 Circular
2422 N24 N22 2.5900 1.8600 4.1981 3.6447 Circular
L575 N23 N22 4.7000 3.4000 4.8372 3.6447 Natural
2117 N21 N17 3.0000 2.9500 3.1619 3.1615 Natural
1714B N17 N14B 2.8500 2.8000 3.1615 3.1215 Natural
1716 N17 N16 1.7500 1.3500 3.1615 3.1651 Circular
1615 N16 N15 1.3400 1.2100 3.1645 2.4844 Circular
1614A N16 N14A 1.6500 1.6000 3.1645 2.8960 Circular
4514B N45 N14B 3.5000 2.8500 3.6620 3.1215 Natural
4515 N45 N15 2.5000 1.2100 3.6620 2.4844 Circular
1502 N15 N2 1.2100 1.0500 2.4850 1.9713 Circular
14A13 N13 N14A 1.8600 1.6000 2.6966 2.8960 Natural
1312 N13 N12 1.8600 1.6800 2.6966 2.5373 Natural
1211 N12 N11 1.6800 1.3400 2.5373 2.3421 Natural
1103 N11 N3 1.3400 1.1000 2.3421 2.0123 Natural
0912 N9 N12 3.5000 2.0000 3.5290 2.5373 Natural
0908 N9 N8 2.5000 2.0000 3.5290 3.0527 Circular
0811 N8 N11 3.0000 2.0000 3.0527 2.3421 Natural
0804 N8 N4 2.0000 1.7000 3.0527 2.8734 Circular
0201 N2 N1 1.0500 0.9300 1.9713 1.8528 Natural
5248 N52 N48 7.0000 4.8000 7.0343 4.8265 Natural
4845 N48 N45 4.6000 3.5000 4.6596 3.6620 Natural
4250 N42 N50 7.3000 5.7000 7.3307 5.7642 Natural
5338 N53 N38 8.5000 6.0000 8.5254 6.0961 Natural
3851 N38 N51 6.1500 4.8000 6.0961 4.8233 Natural
4746o N47 N46 4.6000 4.0000 4.7080 4.1179 Natural
4746u N47 N46 3.6000 3.0000 4.7080 4.1179 Circular
4645o N46 N45 4.0000 3.5000 4.1179 3.6620 Natural
4645u N46 N45 3.0000 2.5000 4.1179 3.6620 Circular
3836o N38 N36 6.0000 5.5200 6.0961 5.8660 Natural
3635o N36 N35 5.7700 5.2000 5.8660 5.2913 Natural
2217o N22 N17 3.4000 2.9500 3.6447 3.1920 Natural
2217u N22 N17 1.8600 1.7500 3.6447 3.1615 Circular
2019o N20 N19 7.0000 6.0000 7.0352 6.0863 Natural
2019u N20 N19 6.0000 4.5000 7.0352 6.0863 Circular
1918o N19 N18 6.0000 3.0000 6.0863 3.2401 Natural
1918u N19 N18 4.5000 1.9000 6.0863 3.2401 Circular
1817o N18 N17 3.0000 2.9500 3.2401 3.1615 Natural
1817u N18 N17 1.9000 1.7500 3.2401 3.1615 Circular
1009o N10 N9 4.6000 3.5000 4.6202 3.5290 Natural
1009u N10 N9 3.6000 2.5000 4.6202 3.5290 Circular
0706o N7 N6 5.0000 4.5000 5.0373 4.5743 Natural
0706u N7 N6 4.0000 3.5000 5.0373 4.5743 Circular
0604o N6 N4 4.5000 2.8000 4.5743 2.8741 Natural
0604u N6 N4 3.5000 1.7000 4.5743 2.8734 Circular
0504o N5 N4 4.3000 2.8000 4.3299 2.8734 Natural
0504u N5 N4 3.3000 1.7000 4.3299 2.8734 Circular
0403o N4 N3 2.8000 2.0000 2.8734 2.0649 Natural
0403u N4 N3 1.7000 1.1000 2.8734 2.0123 Circular
0302o N3 N2 1.8200 1.8100 2.0123 1.9713 Natural
0302u N3 N2 1.1000 1.0500 2.0123 1.9713 Rectangle
14a14bo N14B N14A 2.9900 2.5000 3.1215 2.8960 Natural
14a14bu N14B N14A 1.8000 1.6000 3.1215 2.8960 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 -5.4107 -1.9759 0.0636 0.0439 0.0000 -5.3669 273.8137 0
N53 -8.3088 -2.7398 0.0977 0.1990 0.0000 -8.1098 303.1588 0
N52 -6.4194 -1.1280 0.0755 0.0672 0.0000 -6.3522 569.0831 0
N38 -22.9332 -3.2662 0.2698 3.7234 0.0000 -19.2098 700.2798 0
N51 0.3701 0.2048 0.0044 1.0103 0.0000 1.3803 180.1961 0
N48 -5.7709 -0.6974 0.0679 1.0573 0.0000 -4.7136 826.9314 0
N50 -23.5085 -2.2353 0.2765 1.0647 0.0000 -22.4438 1051.1720 0
N47 1.9415 0.1266 0.0228 0.0319 0.0000 1.9735 1533.7365 0
N46 -2.8197 -0.1838 0.0332 0.0116 0.0000 -2.8081 1534.1395 0
N45 -0.6206 -0.0222 0.0073 0.0658 0.0000 -0.5548 2794.1850 0
N43 -4.8300 -1.7999 0.0568 0.0260 0.0000 -4.8039 268.3318 0
N42 -3.7191 -0.5791 0.0437 0.0629 0.0000 -3.6562 642.1369 0
N37 -3.8737 -1.3662 0.0456 0.0027 0.0000 -3.8710 283.5327 0
N36 1.0920 0.0779 0.0128 4.7827 0.0000 5.8747 1399.9366 0
N35 -0.2741 -0.0185 0.0032 1.0006 0.0000 0.7265 1483.1827 0
N34 -8.3313 -0.5590 0.0980 0.0026 0.0000 -8.3288 1490.2696 0
N31 -6.6211 -1.5589 0.0779 0.0154 0.0000 -6.6057 424.7312 0
N30 -28.7374 -1.1362 0.3380 1.1956 0.0000 -27.5417 2528.6070 0
N29 2.5613 0.1731 0.0301 0.1165 0.0000 2.6778 1479.3379 0
N28 -1.3962 -0.2891 0.0164 0.0037 0.0000 -1.3925 482.9156 0
N27 -0.5181 -0.0386 0.0061 0.2903 0.0000 -0.2278 1340.3562 0
N26 -15.4122 -2.3185 0.1813 0.3714 0.0000 -15.0408 664.5559 0
N25 5.2155 0.6870 0.0613 0.0098 0.0000 5.2253 759.1420 0
N24 -6.5526 -0.2200 0.0771 0.0694 0.0000 -6.4831 2979.0133 0
N23 8.0339 1.0791 0.0945 0.0056 0.0000 8.0395 744.4834 0
N22 -14.5685 -0.2647 0.1714 0.0975 0.0000 -14.4710 5504.0009 0
N21 1.9409 0.4640 0.0228 1.0023 0.0000 2.9432 417.8193 0
N20 -2.1312 -0.1610 0.0251 0.0080 0.0000 -2.1231 1323.7473 0
N19 -4.6955 -0.1970 0.0552 0.0498 0.0000 -4.6457 2383.4037 0
N18 43.7598 1.4585 0.5147 0.0612 0.0000 43.8210 3000.2771 0
N17 1.9358 0.0214 0.0228 0.0975 0.0000 2.0333 9059.2698 0
N16 -2.9118 -0.0380 0.0343 0.1182 0.0000 -2.7937 7660.5746 0
N15 -2.2086 -0.0345 0.0260 0.2905 0.0000 -1.9181 6404.8733 0
N14B -24.8004 -0.7335 0.2917 0.0226 0.0000 -24.7778 3381.1794 0
N14A -6.2567 -0.1100 0.0736 0.1148 0.0500 -6.1919 5686.2140 0
N13 -6.6850 -0.1173 0.0786 0.0276 0.0000 -6.6574 5697.6886 0
N12 75.3520 1.3215 0.8863 0.0147 0.0000 75.3667 5701.9536 0
N11 65.8981 0.9735 0.7751 0.0847 0.0000 65.9829 6768.8594 0
N10 -0.1945 -0.0449 0.0023 0.0024 0.0000 -0.1922 432.7601 0
N9 -0.4026 -0.0929 0.0047 0.0056 0.0000 -0.3970 433.2608 0
N8 7.3095 0.9622 0.0860 0.0106 0.0000 7.3201 759.6708 0
N7 -0.5721 -0.1458 0.0067 0.0027 0.0000 -0.5694 392.3359 0
N6 1.1983 0.0731 0.0141 0.0120 0.0000 1.2103 1639.5550 0
N5 -1.9365 -0.4619 0.0228 0.0050 0.0000 -1.9315 419.2145 0
N4 0.5964 0.0173 0.0070 0.0244 0.0000 0.6208 3437.7732 0
N3 -17.9467 -0.1767 0.2111 0.1937 0.0000 -17.7531 10156.2322 0
N2 -1.8336 -0.0108 0.0216 0.3805 0.0000 -1.4532 16997.5994 0
N1 -0.5683 -0.0033 0.0067 0.0541 0.0000 -0.5142 17000.0871 0
The total continuity error was -26.564 cubic meters
The remaining total volume was 17.911 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 134.2366 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N53 0.0000 0.0000 147.5276 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N52 0.0000 0.0000 141.8931 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N38 0.0000 0.0000 184.9929 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N51 0.0000 0.0000 90.8065 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N48 0.0000 0.0000 123.5469 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N50 0.0000 0.0000 191.6091 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N47 0.0000 0.0000 231.2543 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N45 0.0000 0.0000 212.9582 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N43 0.0000 0.0000 131.7770 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N42 0.0000 0.0000 182.7235 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N37 0.0000 0.0000 139.8314 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N36 0.0000 0.0000 174.6874 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N35 0.0000 0.0000 45.2198 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N31 0.0000 0.0000 209.0981 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N30 0.0000 0.0000 153.1136 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N29 0.0000 0.0000 401.3442 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N28 0.0000 0.0000 240.7451 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N27 0.0000 0.0000 427.8723 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N26 0.0000 0.0000 36.7148 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N23 0.0000 0.0000 376.3701 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N22 0.0000 0.0000 134.9420 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N21 0.0000 0.0000 210.3691 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N20 0.0000 0.0000 660.8673 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N19 0.0000 0.0000 526.5533 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N18 0.0000 0.0000 328.3713 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N17 0.0000 0.0000 86.6299 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N11 0.0000 0.0000 505.7700 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N10 0.0000 0.0000 216.2892 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N8 0.0000 0.0000 203.5452 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N7 0.0000 0.0000 195.8905 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N6 0.0000 0.0000 623.8384 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N5 0.0000 0.0000 208.6620 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N4 0.0000 0.0000 412.2320 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N2 0.0000 0.0000 208.5995 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 8501.1909 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 0.0250 0.0000
N53 0.0000 0.0000 0.0000 0.0254 0.0000
N52 0.0000 0.0000 0.0000 0.0343 0.0000
N38 0.0000 0.0000 0.0000 1.0961 0.0000
N51 0.0000 0.0000 0.0000 1.0233 0.0000
N48 0.0000 0.0000 0.0000 1.0596 0.0000
N50 0.0000 0.0000 0.0000 1.0642 0.0000
N47 0.0000 0.0000 0.0000 1.1080 0.0000
N46 0.0000 0.0000 0.0000 1.1179 0.0000
N45 0.0000 0.0000 0.0000 1.1620 0.0000
N43 0.0000 0.0000 0.0000 0.0232 0.0000
N42 0.0000 0.0000 0.0000 0.0307 0.0000
N37 0.0000 0.0000 0.0000 0.0725 0.0000
N36 0.0000 0.0000 0.0000 1.3960 0.0000
N35 0.0000 0.0000 0.0000 1.1670 0.0000
N34 0.0000 0.0000 0.0000 0.1625 0.0000
N31 0.0000 0.0000 0.0000 0.0261 0.0000
N30 0.0000 0.0000 0.0000 1.6753 0.0000
N29 0.0000 0.0000 0.0000 0.1570 0.0000
N28 0.0000 0.0000 0.0000 0.0864 0.0000
N27 0.0000 0.0000 0.0000 1.3872 0.0000
N26 0.0000 0.0000 0.0000 0.2405 0.0000
N25 21.0667 0.0000 0.0000 0.8427 0.0000
N24 24.5000 0.0000 0.0000 1.6081 0.0000
N23 0.0000 0.0000 0.0000 0.1372 0.0000
N22 0.0000 0.0000 0.0000 1.7847 0.0000
N21 0.0000 0.0000 0.0000 1.1619 0.0000
N20 0.0000 0.0000 0.0000 1.0352 0.0000
N19 0.0000 0.0000 0.0000 1.5863 0.0000
N18 0.0000 0.0000 0.0000 1.3401 0.0000
N17 0.0000 0.0000 0.0000 1.4115 0.0000
N16 27.3750 0.0000 0.0000 1.8245 0.0000
N15 27.6250 0.0000 0.0000 1.2750 0.0000
N14B 0.0000 0.0000 0.0000 1.3215 0.0000
N14A 0.0000 0.0000 0.0000 1.2960 0.0000
N13 0.0000 0.0000 0.0000 0.8366 0.0000
N12 0.0000 0.0000 0.0000 0.8573 0.0000
N11 0.0000 0.0000 0.0000 1.0021 0.0000
N10 0.0000 0.0000 0.0000 1.0202 0.0000
N9 0.0000 0.0000 0.0000 1.0290 0.0000
N8 0.0000 0.0000 0.0000 1.0527 0.0000
N7 0.0000 0.0000 0.0000 1.0373 0.0000
N6 0.0000 0.0000 0.0000 1.0743 0.0000
N5 0.0000 0.0000 0.0000 1.0299 0.0000
N4 0.0000 0.0000 0.0000 1.1734 0.0000
N3 0.0000 0.0000 0.0000 0.9123 0.0000
N2 0.0000 0.0000 0.0000 0.9213 0.0000
N1 0.0000 0.0000 0.0000 0.9228 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 0.021 percent
The Junction with the largest average change was.N16 with 0.044 percent
The Conduit with the largest sinuosity was.......1502 with 4.737
*===================================================================*
| 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 134.2462 0.0062
N53 147.5406 0.0068
N52 141.9051 0.0066
N38 185.0063 0.0086
N51 90.8156 0.0042
N48 123.5572 0.0057
N50 191.6244 0.0089
N47 231.2658 0.0107
N45 212.9704 0.0099
N43 131.7889 0.0061
N42 182.7357 0.0085
N37 139.8474 0.0065
N36 174.7069 0.0081
N35 45.2257 0.0021
N31 209.1223 0.0097
N30 153.1325 0.0071
N29 401.3839 0.0186
N28 240.7722 0.0111
N27 427.9077 0.0198
N26 36.7166 0.0017
N23 376.4200 0.0174
N22 134.9547 0.0062
N21 210.3952 0.0097
N20 660.8613 0.0306
N19 526.5861 0.0244
N18 328.3819 0.0152
N17 86.6368 0.0040
N11 505.7815 0.0234
N10 216.3114 0.0100
N8 203.5645 0.0094
N7 195.9088 0.0091
N6 623.8649 0.0289
N5 208.6828 0.0097
N4 412.2705 0.0191
N2 208.6061 0.0097
N1 -8501.1909 -0.3936
Outflow Outflow Average
Junction Volume m^3 Outflow, cms
--------------- ------------ ------------
N1 8501.1909 0.3936
*=====================================================*
| Initial system volume = 0.0500 Cu M |
| Total system inflow volume = 8500.8820 Cu M |
| Inflow + Initial volume = 8500.9320 Cu M |
*=====================================================*
| Total system outflow = 8501.1909 Cu M |
| Volume left in system = 17.9107 Cu M |
| Evaporation = 0.0000 Cu M |
| Outflow + Final Volume = 8519.1015 Cu M |
*=====================================================*
*===============================================*
| Total Model Continuity Error |
| Error in Continuity, Percent = -0.2137 |
| Error in Continuity, m^3 = -18.170 |
| + Error means a continuity loss, - a gain |
*===============================================*
###################################################
# Table E22. Numerical Model judgement section #
###################################################
Your overall error was -0.2137 percent
Worst nodal error was in node N12 with 1.3215 percent
Of the total inflow this loss was 0.8864 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\e50y25m.out
*==============================================================*
| SWMM Simulation Date and Time Summary |
*==============================================================*
| Starting Date... October 9, 2017 Time... 17:23:41:20 |
| Ending Date... October 9, 2017 Time... 17:23:57:26 |
| Elapsed Time... 0.26767 minutes or 16.06000 seconds |
*==============================================================*
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