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e2y25m.out
From the archive XPXtrm.zip, inside Further information re: stormwater modelling - REC17/0011. File date in the archive: 2017-10-09 20:19.
393.1415
N5 N4 0.1190 100.2759
N4 N3 0.9881 895.8986
N3 N2 1.6542 1803.9344
N14B N14A 0.1463 174.2207
#########################################################
# 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 8.9188 7.0237 Natural
5047 N50 N47 5.7000 4.6000 5.7382 4.6444 Natural
5114b N51 N14B 4.8000 3.0000 4.8180 3.0145 Natural
4342 N43 N42 9.2000 7.3000 9.2180 7.3222 Natural
3736 N37 N30 7.0000 5.5200 7.0559 5.7431 Natural
3534 N35 N34 4.2000 4.1000 4.2159 4.1203 Natural
3422 N34 N22 4.1000 3.4000 4.1203 3.4060 Natural
3130 N31 N30 7.5000 5.7000 7.5189 5.7431 Natural
3024 N30 N24 4.2000 2.8600 5.7431 3.8589 Circular
3036 N30 N36 5.6200 5.5200 5.7431 5.7465 Natural
2827 N28 N27 8.3000 6.7000 8.3679 6.7673 Natural
2726 N27 N26 6.7000 6.5000 6.7169 6.6305 Natural
2629 N26 N29 6.5000 6.4000 6.6305 6.5010 Natural
2930 N29 N30 6.4000 5.6200 6.5010 5.7431 Natural
2725 N27 N25 5.3500 4.8700 6.7169 5.5728 Circular
2524 N25 N24 4.8700 2.8600 5.5728 3.8589 Circular
2422 N24 N22 2.5900 1.8600 3.8589 3.2319 Circular
L575 N23 N22 4.7000 3.4000 4.8107 3.4823 Natural
2117 N21 N17 3.0000 2.9500 3.0390 2.9751 Natural
1714B N17 N14B 2.8500 2.8000 2.9332 2.9743 Natural
1716 N17 N16 1.7500 1.3500 2.7897 2.8204 Circular
1615 N16 N15 1.3400 1.2100 2.8204 2.2068 Circular
1614A N16 N14A 1.6500 1.6000 2.8204 2.5066 Circular
4514B N45 N14B 3.5000 2.8500 3.5873 2.9743 Natural
4515 N45 N15 2.5000 1.2100 3.5873 2.2068 Circular
1502 N15 N2 1.2100 1.0500 2.2068 1.6488 Circular
14A13 N13 N14A 1.8600 1.6000 2.3953 2.5066 Natural
1312 N13 N12 1.8600 1.6800 2.3953 2.2211 Natural
1211 N12 N11 1.6800 1.3400 2.2211 1.9560 Natural
1103 N11 N3 1.3400 1.1000 1.9560 1.6912 Natural
0912 N9 N12 3.5000 2.0000 3.3997 2.2211 Natural
0908 N9 N8 2.5000 2.0000 3.3996 2.9904 Circular
0811 N8 N11 3.0000 2.0000 1.9560 1.9560 Natural
0804 N8 N4 2.0000 1.7000 2.9908 2.4570 Circular
0201 N2 N1 1.0500 0.9300 1.6488 1.5288 Natural
5248 N52 N48 7.0000 4.8000 7.0237 4.8178 Natural
4845 N48 N45 4.6000 3.5000 4.6340 3.5873 Natural
4250 N42 N50 7.3000 5.7000 7.3222 5.7382 Natural
5338 N53 N38 8.5000 6.0000 8.5192 6.0604 Natural
3851 N38 N51 6.1500 4.8000 6.0604 4.8181 Natural
4746o N47 N46 4.6000 4.0000 4.6444 4.0504 Natural
4746u N47 N46 3.6000 3.0000 4.6444 4.0504 Circular
4645o N46 N45 4.0000 3.5000 4.0504 3.5873 Natural
4645u N46 N45 3.0000 2.5000 4.0504 3.5873 Circular
3836o N38 N36 6.0000 5.5200 6.0604 5.7465 Natural
3635o N36 N35 5.7700 5.2000 4.2159 4.2159 Natural
2217o N22 N17 3.4000 2.9500 2.7897 2.7897 Natural
2217u N22 N17 1.8600 1.7500 3.2318 2.7897 Circular
2019o N20 N19 7.0000 6.0000 4.9021 4.9021 Natural
2019u N20 N19 6.0000 4.5000 6.3085 4.9021 Circular
1918o N19 N18 6.0000 3.0000 4.9021 3.1137 Natural
1918u N19 N18 4.5000 1.9000 4.9021 3.1137 Circular
1817o N18 N17 3.0000 2.9500 3.1137 3.0287 Natural
1817u N18 N17 1.9000 1.7500 3.1137 2.7897 Circular
1009o N10 N9 4.6000 3.5000 3.3997 3.3997 Natural
1009u N10 N9 3.6000 2.5000 3.9061 3.3997 Circular
0706o N7 N6 5.0000 4.5000 5.0135 4.5278 Natural
0706u N7 N6 4.0000 3.5000 5.0135 4.5278 Circular
0604o N6 N4 4.5000 2.8000 4.5278 2.8272 Natural
0604u N6 N4 3.5000 1.7000 4.5278 2.4570 Circular
0504o N5 N4 4.3000 2.8000 2.4570 2.4570 Natural
0504u N5 N4 3.3000 1.7000 3.8614 2.4570 Circular
0403o N4 N3 2.8000 2.0000 1.6912 1.6912 Natural
0403u N4 N3 1.7000 1.1000 2.4571 1.6912 Circular
0302o N3 N2 1.8200 1.8100 1.6488 1.6488 Natural
0302u N3 N2 1.1000 1.0500 1.6912 1.6488 Rectangle
14a14bo N14B N14A 2.9900 2.5000 2.9600 2.5066 Natural
14a14bu N14B N14A 1.8000 1.6000 2.9743 2.5066 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 -3.5014 -2.6682 0.0860 0.0431 0.0000 -3.4583 131.2068 0
N53 -7.7681 -5.2451 0.1908 0.1871 0.0000 -7.5810 148.0090 0
N52 -3.8319 -1.4002 0.0941 0.0660 0.0000 -3.7659 273.6289 0
N38 -8.5190 -2.5158 0.2093 3.6982 0.0000 -4.8209 336.7690 0
N51 -8.0062 -8.5278 0.1967 1.0101 0.0000 -6.9961 93.3781 0
N48 -2.3374 -0.5894 0.0574 1.0563 0.0000 -1.2811 396.0375 0
N50 -8.5101 -1.6750 0.2091 1.0637 0.0000 -7.4464 507.5372 0
N47 -0.1747 -0.0237 0.0043 0.0314 0.0000 -0.1433 735.8145 0
N46 0.1331 0.0181 0.0033 0.0114 0.0000 0.1444 735.5798 0
N45 -2.3535 -0.1759 0.0578 0.0638 0.0000 -2.2897 1338.0201 0
N43 -2.6168 -2.0437 0.0643 0.0256 0.0000 -2.5912 128.0286 0
N42 -6.8424 -2.1986 0.1681 0.0619 0.0000 -6.7806 311.1859 0
N37 -0.3866 -0.2870 0.0095 0.0027 0.0000 -0.3839 134.6789 0
N36 2.3202 0.4597 0.0570 4.7632 0.0000 7.0834 502.3318 0
N35 0.0776 0.1806 0.0019 1.0006 0.0000 1.0782 42.4704 0
N34 0.0513 0.1242 0.0013 0.0025 0.0000 0.0539 41.3095 0
N31 3.9929 2.0294 0.0981 0.0152 0.0000 4.0081 196.7446 0
N30 -19.2649 -1.2746 0.4733 1.1865 0.0000 -18.0784 1510.8352 0
N29 1.9941 0.3796 0.0490 0.1133 0.0000 2.1075 525.2382 0
N28 -0.6435 -0.2776 0.0158 0.0036 0.0000 -0.6399 231.7660 0
N27 -1.5572 -0.2417 0.0383 0.2822 0.0000 -1.2750 644.2170 0
N26 -15.4891 -12.2093 0.3805 0.3610 0.0000 -15.1280 126.6826 0
N25 3.5806 0.6324 0.0880 0.0096 0.0000 3.5901 566.1629 0
N24 -4.8810 -0.2329 0.1199 0.0654 0.0000 -4.8156 2095.6807 0
N23 -2.9041 -0.7971 0.0713 0.0056 0.0000 -2.8986 364.3552 0
N22 -2.2858 -0.0866 0.0562 0.0922 0.0000 -2.1936 2638.8782 0
N21 -0.5493 -0.2720 0.0135 1.0023 0.0000 0.4529 201.4671 0
N20 -0.1702 -0.0268 0.0042 0.0078 0.0000 -0.1624 634.0855 0
N19 0.2445 0.0215 0.0060 0.0484 0.0000 0.2929 1137.8811 0
N18 -2.3741 -0.1634 0.0583 0.0596 0.0000 -2.3145 1452.8869 0
N17 -1.1486 -0.0251 0.0282 0.0931 0.0000 -1.0555 4568.8373 0
N16 -4.0414 -0.0884 0.0993 0.1133 0.0000 -3.9281 4572.4875 0
N15 -3.0244 -0.0667 0.0743 0.2788 0.0000 -2.7456 4535.6237 0
N14B 1.0255 0.1904 0.0252 0.0224 0.0000 1.0479 538.6639 0
N14A -1.0730 -0.0830 0.0264 0.1147 0.0500 -1.0083 1292.2940 0
N13 -4.1081 -0.3168 0.1009 0.0276 0.0000 -4.0805 1296.6906 0
N12 -9.9739 -0.7613 0.2450 0.0144 0.0000 -9.9596 1310.1117 0
N11 -2.5696 -0.1425 0.0631 0.0831 0.0000 -2.4865 1803.6840 0
N10 0.0259 0.0124 0.0006 0.0023 0.0000 0.0282 207.8333 0
N9 -1.0017 -0.4798 0.0246 0.0055 0.0000 -0.9963 208.7602 0
N8 -0.5627 -0.1387 0.0138 0.0103 0.0000 -0.5524 405.8384 0
N7 -0.7687 -0.4068 0.0189 0.0026 0.0000 -0.7661 188.9926 0
N6 1.2003 0.1524 0.0295 0.0118 0.0000 1.2120 787.5955 0
N5 -0.0349 -0.0174 0.0009 0.0048 0.0000 -0.0301 200.5663 0
N4 -1.5083 -0.0842 0.0371 0.0238 0.0000 -1.4845 1790.6034 0
N3 -5.9452 -0.1650 0.1461 0.1888 0.0000 -5.7565 3602.7594 0
N2 -4.7964 -0.0575 0.1178 0.3677 0.0000 -4.4288 8348.1179 0
N1 -0.7614 -0.0091 0.0187 0.0522 0.0000 -0.7092 8353.1201 0
The total continuity error was -131.64 cubic meters
The remaining total volume was 17.758 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 63.8707 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N53 0.0000 0.0000 70.2071 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N52 0.0000 0.0000 67.6464 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N38 0.0000 0.0000 88.1960 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N51 0.0000 0.0000 43.2237 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N48 0.0000 0.0000 58.7934 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N50 0.0000 0.0000 91.1759 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N47 0.0000 0.0000 110.4570 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N45 0.0000 0.0000 101.7391 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N43 0.0000 0.0000 62.7146 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N42 0.0000 0.0000 86.9329 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N37 0.0000 0.0000 67.1356 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N36 0.0000 0.0000 83.8274 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N35 0.0000 0.0000 21.7762 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N31 0.0000 0.0000 100.3887 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N30 0.0000 0.0000 73.5078 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N29 0.0000 0.0000 192.4777 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N28 0.0000 0.0000 115.5338 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N27 0.0000 0.0000 205.1737 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N26 0.0000 0.0000 17.5589 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N23 0.0000 0.0000 180.7342 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N22 0.0000 0.0000 64.2239 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N21 0.0000 0.0000 100.9441 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N20 0.0000 0.0000 316.9967 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N19 0.0000 0.0000 252.0523 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N18 0.0000 0.0000 156.7422 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N17 0.0000 0.0000 41.4017 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N11 0.0000 0.0000 240.8234 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N10 0.0000 0.0000 103.9163 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N8 0.0000 0.0000 97.7948 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N7 0.0000 0.0000 94.1077 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N6 0.0000 0.0000 299.5455 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N5 0.0000 0.0000 100.2596 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N4 0.0000 0.0000 198.0911 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N2 0.0000 0.0000 99.3719 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 4177.3272 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 0.0188 0.0000
N53 0.0000 0.0000 0.0000 0.0192 0.0000
N52 0.0000 0.0000 0.0000 0.0237 0.0000
N38 0.0000 0.0000 0.0000 1.0604 0.0000
N51 0.0000 0.0000 0.0000 1.0180 0.0000
N48 0.0000 0.0000 0.0000 1.0340 0.0000
N50 0.0000 0.0000 0.0000 1.0382 0.0000
N47 0.0000 0.0000 0.0000 1.0444 0.0000
N46 0.0000 0.0000 0.0000 1.0504 0.0000
N45 0.0000 0.0000 0.0000 1.0873 0.0000
N43 0.0000 0.0000 0.0000 0.0180 0.0000
N42 0.0000 0.0000 0.0000 0.0222 0.0000
N37 0.0000 0.0000 0.0000 0.0559 0.0000
N36 0.0000 0.0000 0.0000 1.2765 0.0000
N35 0.0000 0.0000 0.0000 1.0159 0.0000
N34 0.0000 0.0000 0.0000 0.0203 0.0000
N31 0.0000 0.0000 0.0000 0.0189 0.0000
N30 0.0000 0.0000 0.0000 1.5431 0.0000
N29 0.0000 0.0000 0.0000 0.1010 0.0000
N28 0.0000 0.0000 0.0000 0.0679 0.0000
N27 0.0000 0.0000 0.0000 1.3669 0.0000
N26 0.0000 0.0000 0.0000 0.1305 0.0000
N25 7.7292 0.0000 0.0000 0.7028 0.0000
N24 9.0556 0.0000 0.0000 1.2689 0.0000
N23 0.0000 0.0000 0.0000 0.1107 0.0000
N22 0.0000 0.0000 0.0000 1.3719 0.0000
N21 0.0000 0.0000 0.0000 1.0390 0.0000
N20 0.0000 0.0000 0.0000 0.3086 0.0000
N19 0.0000 0.0000 0.0000 0.4021 0.0000
N18 0.0000 0.0000 0.0000 1.2137 0.0000
N17 0.0000 0.0000 0.0000 1.0397 0.0000
N16 15.0833 0.0000 0.0000 1.4804 0.0000
N15 16.2222 0.0000 0.0000 0.9968 0.0000
N14B 0.0000 0.0000 0.0000 1.1743 0.0000
N14A 0.0000 0.0000 0.0000 0.9066 0.0000
N13 0.0000 0.0000 0.0000 0.5353 0.0000
N12 0.0000 0.0000 0.0000 0.5411 0.0000
N11 0.0000 0.0000 0.0000 0.6160 0.0000
N10 0.0000 0.0000 0.0000 0.3062 0.0000
N9 0.0000 0.0000 0.0000 0.8997 0.0000
N8 0.0000 0.0000 0.0000 0.9908 0.0000
N7 0.0000 0.0000 0.0000 1.0135 0.0000
N6 0.0000 0.0000 0.0000 1.0278 0.0000
N5 0.0000 0.0000 0.0000 0.5614 0.0000
N4 0.0000 0.0000 0.0000 0.7570 0.0000
N3 0.0000 0.0000 0.0000 0.5912 0.0000
N2 0.0000 0.0000 0.0000 0.5988 0.0000
N1 0.0000 0.0000 0.0000 0.5988 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 0.012 percent
The Junction with the largest average change was.N16 with 0.033 percent
The Conduit with the largest sinuosity was.......1502 with 4.214
*===================================================================*
| 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 63.8859 0.0030
N53 70.2265 0.0033
N52 67.6673 0.0031
N38 88.2172 0.0041
N51 43.2371 0.0020
N48 58.8092 0.0027
N50 91.1996 0.0042
N47 110.4832 0.0051
N45 101.7656 0.0047
N43 62.7324 0.0029
N42 86.9527 0.0040
N37 67.1608 0.0031
N36 83.8585 0.0039
N35 21.7875 0.0010
N31 100.4269 0.0046
N30 73.5387 0.0034
N29 192.5384 0.0089
N28 115.5770 0.0054
N27 205.2294 0.0095
N26 17.5622 0.0008
N23 180.8174 0.0084
N22 64.2426 0.0030
N21 100.9828 0.0047
N20 317.0150 0.0147
N19 252.1093 0.0117
N18 156.7689 0.0073
N17 41.4140 0.0019
N11 240.8601 0.0112
N10 103.9491 0.0048
N8 97.8235 0.0045
N7 94.1350 0.0044
N6 299.5964 0.0139
N5 100.2904 0.0046
N4 198.1484 0.0092
N2 99.3894 0.0046
N1 -4177.3272 -0.1934
Outflow Outflow Average
Junction Volume m^3 Outflow, cms
--------------- ------------ ------------
N1 4177.3272 0.1934
*=====================================================*
| Initial system volume = 0.0500 Cu M |
| Total system inflow volume = 4069.3421 Cu M |
| Inflow + Initial volume = 4069.3921 Cu M |
*=====================================================*
| Total system outflow = 4177.3272 Cu M |
| Volume left in system = 17.7575 Cu M |
| Evaporation = 0.0000 Cu M |
| Outflow + Final Volume = 4195.0847 Cu M |
*=====================================================*
*===============================================*
| Total Model Continuity Error |
| Error in Continuity, Percent = -3.0887 |
| Error in Continuity, m^3 = -125.693 |
| + Error means a continuity loss, - a gain |
*===============================================*
###################################################
# Table E22. Numerical Model judgement section #
###################################################
Your overall error was -3.0887 percent
Worst nodal error was in node N30 with -1.2751 percent
Of the total inflow this loss was 0.4734 percent
Your overall continuity error was Good
Excellent Efficiency
Efficiency of the simulation 1.25
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\e2y25m.out
*==============================================================*
| SWMM Simulation Date and Time Summary |
*==============================================================*
| Starting Date... October 9, 2017 Time... 20:19:19:84 |
| Ending Date... October 9, 2017 Time... 20:19:35:42 |
| Elapsed Time... 0.25967 minutes or 15.58000 seconds |
*==============================================================*
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