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e1y25m.out
From the archive XPXtrm.zip, inside Further information re: stormwater modelling - REC17/0011. File date in the archive: 2017-10-09 20:31.
348.4222
N5 N4 0.1062 88.8065
N4 N3 0.8585 793.7871
N3 N2 1.4195 1510.3174
N14B N14A 0.1471 151.8712
#########################################################
# 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 8.9178 7.0221 Natural
5047 N50 N47 5.7000 4.6000 5.7364 4.6274 Natural
5114b N51 N14B 4.8000 3.0000 4.8151 3.0118 Natural
4342 N43 N42 9.2000 7.3000 9.2172 7.3209 Natural
3736 N37 N30 7.0000 5.5200 7.0533 5.7020 Natural
3534 N35 N34 4.2000 4.1000 4.2148 4.1190 Natural
3422 N34 N22 4.1000 3.4000 4.1190 3.4053 Natural
3130 N31 N30 7.5000 5.7000 7.5175 5.7135 Natural
3024 N30 N24 4.2000 2.8600 5.7020 3.6953 Circular
3036 N30 N36 5.6200 5.5200 5.7020 5.7082 Natural
2827 N28 N27 8.3000 6.7000 8.3646 6.7645 Natural
2726 N27 N26 6.7000 6.5000 6.7131 6.5967 Natural
2629 N26 N29 6.5000 6.4000 6.5967 6.4904 Natural
2930 N29 N30 6.4000 5.6200 6.4904 5.7098 Natural
2725 N27 N25 5.3500 4.8700 6.7131 5.5077 Circular
2524 N25 N24 4.8700 2.8600 5.5077 3.6953 Circular
2422 N24 N22 2.5900 1.8600 3.6954 3.0302 Circular
L575 N23 N22 4.7000 3.4000 4.8055 3.4778 Natural
2117 N21 N17 3.0000 2.9500 3.0363 2.9732 Natural
1714B N17 N14B 2.8500 2.8000 2.9168 2.9488 Natural
1716 N17 N16 1.7500 1.3500 2.6127 2.7301 Circular
1615 N16 N15 1.3400 1.2100 2.7301 2.1801 Circular
1614A N16 N14A 1.6500 1.6000 2.7301 2.4818 Circular
4514B N45 N14B 3.5000 2.8500 3.5803 2.9488 Natural
4515 N45 N15 2.5000 1.2100 3.5803 2.1801 Circular
1502 N15 N2 1.2100 1.0500 2.1801 1.6093 Circular
14A13 N13 N14A 1.8600 1.6000 2.3757 2.4818 Natural
1312 N13 N12 1.8600 1.6800 2.3757 2.2058 Natural
1211 N12 N11 1.6800 1.3400 2.2058 1.9136 Natural
1103 N11 N3 1.3400 1.1000 1.9136 1.6460 Natural
0912 N9 N12 3.5000 2.0000 3.0270 2.2058 Natural
0908 N9 N8 2.5000 2.0000 3.0270 2.7197 Circular
0811 N8 N11 3.0000 2.0000 1.9136 1.9136 Natural
0804 N8 N4 2.0000 1.7000 2.7198 2.3362 Circular
0201 N2 N1 1.0500 0.9300 1.6093 1.4893 Natural
5248 N52 N48 7.0000 4.8000 7.0221 4.8168 Natural
4845 N48 N45 4.6000 3.5000 4.6307 3.5803 Natural
4250 N42 N50 7.3000 5.7000 7.3209 5.7364 Natural
5338 N53 N38 8.5000 6.0000 8.5181 6.0559 Natural
3851 N38 N51 6.1500 4.8000 6.0559 4.8151 Natural
4746o N47 N46 4.6000 4.0000 4.6167 4.0231 Natural
4746u N47 N46 3.6000 3.0000 4.6167 4.0231 Circular
4645o N46 N45 4.0000 3.5000 4.0231 3.5803 Natural
4645u N46 N45 3.0000 2.5000 4.0231 3.5803 Circular
3836o N38 N36 6.0000 5.5200 6.0559 5.7082 Natural
3635o N36 N35 5.7700 5.2000 4.2148 4.2148 Natural
2217o N22 N17 3.4000 2.9500 2.6127 2.6127 Natural
2217u N22 N17 1.8600 1.7500 3.0303 2.6127 Circular
2019o N20 N19 7.0000 6.0000 4.8243 4.8243 Natural
2019u N20 N19 6.0000 4.5000 6.2754 4.8243 Circular
1918o N19 N18 6.0000 3.0000 4.8243 3.0277 Natural
1918u N19 N18 4.5000 1.9000 4.8243 3.0277 Circular
1817o N18 N17 3.0000 2.9500 3.0278 2.9615 Natural
1817u N18 N17 1.9000 1.7500 3.0278 2.6127 Circular
1009o N10 N9 4.6000 3.5000 3.0270 3.0270 Natural
1009u N10 N9 3.6000 2.5000 3.7911 3.0270 Circular
0706o N7 N6 5.0000 4.5000 5.0079 4.5176 Natural
0706u N7 N6 4.0000 3.5000 5.0079 4.5176 Circular
0604o N6 N4 4.5000 2.8000 4.5176 2.8164 Natural
0604u N6 N4 3.5000 1.7000 4.5176 2.3362 Circular
0504o N5 N4 4.3000 2.8000 2.3362 2.3362 Natural
0504u N5 N4 3.3000 1.7000 3.5472 2.3362 Circular
0403o N4 N3 2.8000 2.0000 1.6460 1.6460 Natural
0403u N4 N3 1.7000 1.1000 2.3362 1.6460 Circular
0302o N3 N2 1.8200 1.8100 1.6093 1.6093 Natural
0302u N3 N2 1.1000 1.0500 1.6460 1.6093 Rectangle
14a14bo N14B N14A 2.9900 2.5000 2.4818 2.4818 Natural
14a14bu N14B N14A 1.8000 1.6000 2.9488 2.4818 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 -2.8528 -2.4665 0.0792 0.0430 0.0000 -2.8098 115.6398 0
N53 -5.8741 -4.5254 0.1632 0.1847 0.0000 -5.6894 129.7090 0
N52 -2.9459 -1.2233 0.0818 0.0659 0.0000 -2.8801 240.7918 0
N38 -10.1768 -3.3970 0.2827 3.6930 0.0000 -6.4839 297.7336 0
N51 -1.3717 -1.7766 0.0381 1.0101 0.0000 -0.3616 76.7008 0
N48 -3.4962 -0.9981 0.0971 1.0562 0.0000 -2.4401 349.7583 0
N50 -19.5248 -4.2762 0.5424 1.0635 0.0000 -18.4613 456.0640 0
N47 -0.5763 -0.0860 0.0160 0.0314 0.0000 -0.5450 670.0275 0
N46 -0.5154 -0.0768 0.0143 0.0113 0.0000 -0.5041 670.7887 0
N45 -2.0959 -0.1739 0.0582 0.0634 0.0000 -2.0325 1204.8819 0
N43 -2.6431 -2.3307 0.0734 0.0256 0.0000 -2.6175 113.3908 0
N42 -3.7150 -1.3599 0.1032 0.0617 0.0000 -3.6532 273.1447 0
N37 0.0429 0.0361 0.0012 0.0026 0.0000 0.0456 118.8029 0
N36 6.3085 1.4205 0.1752 4.7593 0.0000 11.0678 441.7152 0
N35 -0.0969 -0.2540 0.0027 1.0006 0.0000 0.9037 37.6450 0
N34 -0.1087 -0.2953 0.0030 0.0025 0.0000 -0.1062 36.8204 0
N31 -1.8942 -1.0550 0.0526 0.0152 0.0000 -1.8791 179.5471 0
N30 -4.2794 -0.3282 0.1189 1.1843 0.0000 -3.0951 1303.2626 0
N29 -3.4159 -0.7828 0.0949 0.1117 0.0000 -3.3043 436.3273 0
N28 -0.6501 -0.3169 0.0181 0.0036 0.0000 -0.6465 205.1592 0
N27 -0.8680 -0.1524 0.0241 0.2777 0.0000 -0.5903 569.4620 0
N26 -12.3410 -15.3050 0.3428 0.3553 0.0000 -11.9857 80.4559 0
N25 2.8471 0.5375 0.0791 0.0095 0.0000 2.8566 529.6400 0
N24 -4.0004 -0.2178 0.1111 0.0644 0.0000 -3.9360 1836.4983 0
N23 -3.0448 -0.9431 0.0846 0.0056 0.0000 -3.0392 322.8573 0
N22 -2.1165 -0.0913 0.0588 0.0909 0.0000 -2.0256 2317.9186 0
N21 0.1991 0.1118 0.0055 1.0023 0.0000 1.2013 177.4855 0
N20 -0.1948 -0.0347 0.0054 0.0078 0.0000 -0.1871 561.1563 0
N19 -0.1641 -0.0163 0.0046 0.0482 0.0000 -0.1159 1007.2747 0
N18 -2.3315 -0.1812 0.0648 0.0594 0.0000 -2.2721 1286.5095 0
N17 -0.2139 -0.0054 0.0059 0.0921 0.0000 -0.1219 3944.8324 0
N16 -4.1619 -0.1054 0.1156 0.1121 0.0000 -4.0498 3947.4761 0
N15 -3.7113 -0.0886 0.1031 0.2760 0.0000 -3.4353 4187.4416 0
N14B 0.6674 0.1701 0.0185 0.0224 0.0000 0.6898 392.4359 0
N14A -1.0401 -0.1082 0.0289 0.1147 0.0500 -0.9754 961.0385 0
N13 -3.5714 -0.3701 0.0992 0.0276 0.0000 -3.5438 964.8466 0
N12 -11.7083 -1.1954 0.3252 0.0143 0.0000 -11.6940 979.4597 0
N11 -4.7411 -0.3337 0.1317 0.0828 0.0000 -4.6583 1420.5721 0
N10 -0.1801 -0.0978 0.0050 0.0023 0.0000 -0.1778 184.1555 0
N9 -0.7303 -0.3947 0.0203 0.0055 0.0000 -0.7248 185.0002 0
N8 -0.5143 -0.1431 0.0143 0.0103 0.0000 -0.5039 359.3146 0
N7 -0.3206 -0.1920 0.0089 0.0026 0.0000 -0.3180 166.9337 0
N6 0.2410 0.0346 0.0067 0.0117 0.0000 0.2527 697.2202 0
N5 -0.0850 -0.0479 0.0024 0.0048 0.0000 -0.0802 177.5902 0
N4 -1.6369 -0.1032 0.0455 0.0237 0.0000 -1.6132 1586.2872 0
N3 -5.1898 -0.1720 0.1442 0.1878 0.0000 -5.0021 3016.4884 0
N2 -3.8738 -0.0524 0.1076 0.3647 0.0000 -3.5090 7389.1503 0
N1 -0.6421 -0.0087 0.0178 0.0518 0.0000 -0.5903 7393.0858 0
The total continuity error was -123.31 cubic meters
The remaining total volume was 17.718 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 56.3967 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N53 0.0000 0.0000 61.9919 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N52 0.0000 0.0000 59.7547 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N38 0.0000 0.0000 77.9138 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N51 0.0000 0.0000 38.1666 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N48 0.0000 0.0000 51.9141 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N50 0.0000 0.0000 80.5069 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N47 0.0000 0.0000 97.6154 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N45 0.0000 0.0000 89.9140 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N43 0.0000 0.0000 55.3765 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N42 0.0000 0.0000 76.7596 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N37 0.0000 0.0000 59.4001 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N36 0.0000 0.0000 74.1596 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N35 0.0000 0.0000 19.2750 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N31 0.0000 0.0000 88.8204 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N30 0.0000 0.0000 65.0312 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N29 0.0000 0.0000 170.2683 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N28 0.0000 0.0000 102.2108 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N27 0.0000 0.0000 181.5045 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N26 0.0000 0.0000 15.5245 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N23 0.0000 0.0000 159.8861 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N22 0.0000 0.0000 56.7092 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N21 0.0000 0.0000 89.2999 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N20 0.0000 0.0000 280.4986 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N19 0.0000 0.0000 222.8822 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N18 0.0000 0.0000 138.5120 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N17 0.0000 0.0000 36.5933 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N11 0.0000 0.0000 212.6852 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N10 0.0000 0.0000 91.9692 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N8 0.0000 0.0000 86.5546 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N7 0.0000 0.0000 83.2899 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N6 0.0000 0.0000 265.1105 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N5 0.0000 0.0000 88.7359 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N4 0.0000 0.0000 175.3313 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N2 0.0000 0.0000 87.7696 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 3697.1976 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 0.0178 0.0000
N53 0.0000 0.0000 0.0000 0.0181 0.0000
N52 0.0000 0.0000 0.0000 0.0221 0.0000
N38 0.0000 0.0000 0.0000 1.0559 0.0000
N51 0.0000 0.0000 0.0000 1.0151 0.0000
N48 0.0000 0.0000 0.0000 1.0307 0.0000
N50 0.0000 0.0000 0.0000 1.0364 0.0000
N47 0.0000 0.0000 0.0000 1.0167 0.0000
N46 0.0000 0.0000 0.0000 1.0231 0.0000
N45 0.0000 0.0000 0.0000 1.0803 0.0000
N43 0.0000 0.0000 0.0000 0.0172 0.0000
N42 0.0000 0.0000 0.0000 0.0209 0.0000
N37 0.0000 0.0000 0.0000 0.0533 0.0000
N36 0.0000 0.0000 0.0000 1.2382 0.0000
N35 0.0000 0.0000 0.0000 1.0148 0.0000
N34 0.0000 0.0000 0.0000 0.0190 0.0000
N31 0.0000 0.0000 0.0000 0.0175 0.0000
N30 0.0000 0.0000 0.0000 1.5020 0.0000
N29 0.0000 0.0000 0.0000 0.0904 0.0000
N28 0.0000 0.0000 0.0000 0.0646 0.0000
N27 0.0000 0.0000 0.0000 1.3631 0.0000
N26 0.0000 0.0000 0.0000 0.0967 0.0000
N25 5.8333 0.0000 0.0000 0.6377 0.0000
N24 6.9167 0.0000 0.0000 1.1054 0.0000
N23 0.0000 0.0000 0.0000 0.1055 0.0000
N22 0.0000 0.0000 0.0000 1.1703 0.0000
N21 0.0000 0.0000 0.0000 1.0363 0.0000
N20 0.0000 0.0000 0.0000 0.2754 0.0000
N19 0.0000 0.0000 0.0000 0.3243 0.0000
N18 0.0000 0.0000 0.0000 1.1277 0.0000
N17 0.0000 0.0000 0.0000 0.8627 0.0000
N16 11.6667 0.0000 0.0000 1.3901 0.0000
N15 12.2222 0.0000 0.0000 0.9701 0.0000
N14B 0.0000 0.0000 0.0000 1.1488 0.0000
N14A 0.0000 0.0000 0.0000 0.8818 0.0000
N13 0.0000 0.0000 0.0000 0.5157 0.0000
N12 0.0000 0.0000 0.0000 0.5258 0.0000
N11 0.0000 0.0000 0.0000 0.5736 0.0000
N10 0.0000 0.0000 0.0000 0.1911 0.0000
N9 0.0000 0.0000 0.0000 0.5270 0.0000
N8 0.0000 0.0000 0.0000 0.7197 0.0000
N7 0.0000 0.0000 0.0000 1.0079 0.0000
N6 0.0000 0.0000 0.0000 1.0176 0.0000
N5 0.0000 0.0000 0.0000 0.2472 0.0000
N4 0.0000 0.0000 0.0000 0.6362 0.0000
N3 0.0000 0.0000 0.0000 0.5460 0.0000
N2 0.0000 0.0000 0.0000 0.5593 0.0000
N1 0.0000 0.0000 0.0000 0.5593 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 0.032 percent
The Conduit with the largest sinuosity was.......1502 with 4.049
*===================================================================*
| 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 56.4208 0.0026
N53 62.0221 0.0029
N52 59.7869 0.0028
N38 77.9473 0.0036
N51 38.1873 0.0018
N48 51.9388 0.0024
N50 80.5439 0.0037
N47 97.6575 0.0045
N45 89.9559 0.0042
N43 55.4041 0.0026
N42 76.7910 0.0036
N37 59.4385 0.0028
N36 74.2070 0.0034
N35 19.2918 0.0009
N31 88.8785 0.0041
N30 65.0780 0.0030
N29 170.3625 0.0079
N28 102.2765 0.0047
N27 181.5924 0.0084
N26 15.5300 0.0007
N23 160.0116 0.0074
N22 56.7382 0.0026
N21 89.3591 0.0041
N20 280.5450 0.0130
N19 222.9756 0.0103
N18 138.5575 0.0064
N17 36.6124 0.0017
N11 212.7491 0.0098
N10 92.0201 0.0043
N8 86.5993 0.0040
N7 83.3324 0.0039
N6 265.1967 0.0123
N5 88.7837 0.0041
N4 175.4209 0.0081
N2 87.7990 0.0041
N1 -3697.1976 -0.1712
Outflow Outflow Average
Junction Volume m^3 Outflow, cms
--------------- ------------ ------------
N1 3697.1976 0.1712
*=====================================================*
| Initial system volume = 0.0500 Cu M |
| Total system inflow volume = 3598.3322 Cu M |
| Inflow + Initial volume = 3598.3822 Cu M |
*=====================================================*
| Total system outflow = 3697.1976 Cu M |
| Volume left in system = 17.7177 Cu M |
| Evaporation = 0.0000 Cu M |
| Outflow + Final Volume = 3714.9153 Cu M |
*=====================================================*
*===============================================*
| Total Model Continuity Error |
| Error in Continuity, Percent = -3.2385 |
| Error in Continuity, m^3 = -116.533 |
| + Error means a continuity loss, - a gain |
*===============================================*
###################################################
# Table E22. Numerical Model judgement section #
###################################################
Your overall error was -3.2385 percent
Worst nodal error was in node N50 with -4.2765 percent
Of the total inflow this loss was 0.5426 percent
Your overall continuity error was Good
Excellent Efficiency
Efficiency of the simulation 1.23
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\e1y25m.out
*==============================================================*
| SWMM Simulation Date and Time Summary |
*==============================================================*
| Starting Date... October 9, 2017 Time... 20:30:51:48 |
| Ending Date... October 9, 2017 Time... 20:31: 7: 0 |
| Elapsed Time... 0.25867 minutes or 15.52000 seconds |
*==============================================================*
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