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e1y1p5.out
From the archive XPXtrm.zip, inside Further information re: stormwater modelling - REC17/0011. File date in the archive: 2017-10-09 20:25.
151.2104
N4 N3 0.6160 1351.9886
N3 N2 1.1033 2195.4184
N14B N14A 0.1421 219.5463
#########################################################
# 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 8.9153 7.0210 Natural
5047 N50 N47 5.7000 4.6000 5.7334 4.6249 Natural
5114b N51 N14B 4.8000 3.0000 4.8120 3.0091 Natural
4342 N43 N42 9.2000 7.3000 9.2150 7.3190 Natural
3736 N37 N30 7.0000 5.5200 7.0463 5.5657 Natural
3534 N35 N34 4.2000 4.1000 4.2122 4.1157 Natural
3422 N34 N22 4.1000 3.4000 4.1157 3.4036 Natural
3130 N31 N30 7.5000 5.7000 7.5145 5.7102 Natural
3024 N30 N24 4.2000 2.8600 5.3421 3.3018 Circular
3036 N30 N36 5.6200 5.5200 5.6882 5.7005 Natural
2827 N28 N27 8.3000 6.7000 8.3561 6.7551 Natural
2726 N27 N26 6.7000 6.5000 6.5405 6.5405 Natural
2629 N26 N29 6.5000 6.4000 6.5405 6.4753 Natural
2930 N29 N30 6.4000 5.6200 6.4753 5.6946 Natural
2725 N27 N25 5.3500 4.8700 6.4227 5.1891 Circular
2524 N25 N24 4.8700 2.8600 5.1891 3.3018 Circular
2422 N24 N22 2.5900 1.8600 3.3018 2.6834 Circular
L575 N23 N22 4.7000 3.4000 4.7913 3.4663 Natural
2117 N21 N17 3.0000 2.9500 3.0300 2.9680 Natural
1714B N17 N14B 2.8500 2.8000 2.9034 2.9281 Natural
1716 N17 N16 1.7500 1.3500 2.2660 2.5247 Circular
1615 N16 N15 1.3400 1.2100 2.5247 2.1085 Circular
1614A N16 N14A 1.6500 1.6000 2.5247 2.4103 Circular
4514B N45 N14B 3.5000 2.8500 3.5734 2.9281 Natural
4515 N45 N15 2.5000 1.2100 3.5734 2.1085 Circular
1502 N15 N2 1.2100 1.0500 2.1085 1.5606 Circular
14A13 N13 N14A 1.8600 1.6000 2.3224 2.4103 Natural
1312 N13 N12 1.8600 1.6800 2.3224 2.1661 Natural
1211 N12 N11 1.6800 1.3400 2.1661 1.8506 Natural
1103 N11 N3 1.3400 1.1000 1.8506 1.5890 Natural
0912 N9 N12 3.5000 2.0000 2.6805 2.1661 Natural
0908 N9 N8 2.5000 2.0000 2.6805 2.3710 Circular
0811 N8 N11 3.0000 2.0000 1.8506 1.8506 Natural
0804 N8 N4 2.0000 1.7000 2.3710 2.1795 Circular
0201 N2 N1 1.0500 0.9300 1.5606 1.4397 Natural
5248 N52 N48 7.0000 4.8000 7.0210 4.8161 Natural
4845 N48 N45 4.6000 3.5000 4.6279 3.5734 Natural
4250 N42 N50 7.3000 5.7000 7.3190 5.7334 Natural
5338 N53 N38 8.5000 6.0000 8.5162 6.0582 Natural
3851 N38 N51 6.1500 4.8000 6.0582 4.8120 Natural
4746o N47 N46 4.6000 4.0000 3.9621 3.9621 Natural
4746u N47 N46 3.6000 3.0000 4.4402 3.9621 Circular
4645o N46 N45 4.0000 3.5000 3.9620 3.5734 Natural
4645u N46 N45 3.0000 2.5000 3.9620 3.5734 Circular
3836o N38 N36 6.0000 5.5200 6.0582 5.7005 Natural
3635o N36 N35 5.7700 5.2000 4.2122 4.2122 Natural
2217o N22 N17 3.4000 2.9500 2.2660 2.2660 Natural
2217u N22 N17 1.8600 1.7500 2.6834 2.2660 Circular
2019o N20 N19 7.0000 6.0000 4.7593 4.7593 Natural
2019u N20 N19 6.0000 4.5000 6.2181 4.7593 Circular
1918o N19 N18 6.0000 3.0000 2.4983 2.4983 Natural
1918u N19 N18 4.5000 1.9000 4.7593 2.4983 Circular
1817o N18 N17 3.0000 2.9500 2.2660 2.2660 Natural
1817u N18 N17 1.9000 1.7500 2.4983 2.2660 Circular
1009o N10 N9 4.6000 3.5000 2.6805 2.6805 Natural
1009u N10 N9 3.6000 2.5000 3.7637 2.6805 Circular
0706o N7 N6 5.0000 4.5000 3.8309 3.8309 Natural
0706u N7 N6 4.0000 3.5000 4.2094 3.8309 Circular
0604o N6 N4 4.5000 2.8000 2.1795 2.1795 Natural
0604u N6 N4 3.5000 1.7000 3.8309 2.1795 Circular
0504o N5 N4 4.3000 2.8000 2.1795 2.1795 Natural
0504u N5 N4 3.3000 1.7000 3.4437 2.1795 Circular
0403o N4 N3 2.8000 2.0000 1.5890 1.5890 Natural
0403u N4 N3 1.7000 1.1000 2.1795 1.5890 Circular
0302o N3 N2 1.8200 1.8100 1.5606 1.5606 Natural
0302u N3 N2 1.1000 1.0500 1.5890 1.5606 Rectangle
14a14bo N14B N14A 2.9900 2.5000 2.4103 2.4103 Natural
14a14bu N14B N14A 1.8000 1.6000 2.9281 2.4103 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 -1.2185 -0.6457 0.0201 0.0572 0.0000 -1.1613 188.6728 0
N53 -6.1602 -2.9047 0.1014 0.3206 0.0000 -5.8396 211.9151 0
N52 0.5684 0.1463 0.0094 0.0887 0.0000 0.6571 388.4753 0
N38 3.5077 0.7421 0.0577 3.9863 0.0000 7.4940 470.6597 0
N51 -1.9431 -1.5144 0.0320 1.0129 0.0000 -0.9303 127.8007 0
N48 -6.3397 -1.1200 0.1044 1.0755 0.0000 -5.2642 565.5306 0
N50 -10.6825 -1.4873 0.1758 1.0826 0.0000 -9.5998 717.7206 0
N47 -0.2723 -0.0258 0.0045 0.0409 0.0000 -0.2314 1055.0622 0
N46 -0.6107 -0.0578 0.0101 0.0152 0.0000 -0.5954 1055.6901 0
N45 -4.0205 -0.2081 0.0662 0.0886 0.0000 -3.9319 1932.4024 0
N43 -1.1246 -0.6073 0.0185 0.0333 0.0000 -1.0913 185.1516 0
N42 0.3711 0.0841 0.0061 0.0804 0.0000 0.4515 441.0099 0
N37 -0.2003 -0.0993 0.0033 0.0034 0.0000 -0.1969 201.7118 0
N36 9.4773 1.3490 0.1560 4.9907 0.0000 14.4680 700.0515 0
N35 0.0144 0.0221 0.0002 1.0009 0.0000 1.0152 64.5522 0
N34 -0.1389 -0.2182 0.0023 0.0034 0.0000 -0.1355 63.6596 0
N31 -0.4810 -0.1594 0.0079 0.0193 0.0000 -0.4618 301.7104 0
N30 -3.0117 -0.1474 0.0496 1.2847 0.0000 -1.7270 2042.4287 0
N29 -2.7082 -0.4309 0.0446 0.1222 0.0000 -2.5860 628.4227 0
N28 -0.6461 -0.1862 0.0106 0.0048 0.0000 -0.6413 346.9504 0
N27 -0.8199 -0.0851 0.0135 0.3007 0.0000 -0.5191 963.4347 0
N26 1.3108 2.5762 0.0216 0.3830 0.0000 1.6938 50.6886 0
N25 -0.5534 -0.0574 0.0091 0.0131 0.0000 -0.5403 964.3894 0
N24 -2.8453 -0.0945 0.0468 0.1031 0.0000 -2.7421 3011.2773 0
N23 -3.4559 -0.6346 0.0569 0.0077 0.0000 -3.4482 544.5839 0
N22 -2.3647 -0.0620 0.0389 0.1396 0.0000 -2.2251 3815.7773 0
N21 -0.5486 -0.1813 0.0090 1.0029 0.0000 0.4543 302.1162 0
N20 -0.2208 -0.0230 0.0036 0.0101 0.0000 -0.2106 957.9228 0
N19 -1.8069 -0.1055 0.0297 0.0626 0.0000 -1.7443 1712.8973 0
N18 -2.1143 -0.0969 0.0348 0.0758 0.0000 -2.0385 2181.4425 0
N17 -2.6728 -0.0413 0.0440 0.1307 0.0000 -2.5420 6469.9595 0
N16 -4.7994 -0.0741 0.0790 0.1575 0.0000 -4.6419 6472.7209 0
N15 -6.5058 -0.0860 0.1071 0.3828 0.0000 -6.1229 7567.6596 0
N14B -0.1388 -0.0286 0.0023 0.0249 0.0000 -0.1139 484.6078 0
N14A -1.2603 -0.1348 0.0207 0.1155 0.0500 -1.1949 934.9710 0
N13 -2.5017 -0.2667 0.0412 0.0277 0.0000 -2.4740 937.9853 0
N12 -8.7229 -0.9196 0.1436 0.0181 0.0000 -8.7048 948.5806 0
N11 -5.3076 -0.3175 0.0874 0.1051 0.0000 -5.2025 1671.7584 0
N10 -0.2009 -0.0641 0.0033 0.0032 0.0000 -0.1977 313.2657 0
N9 -0.4134 -0.1317 0.0068 0.0076 0.0000 -0.4058 313.8360 0
N8 -0.7989 -0.1310 0.0132 0.0144 0.0000 -0.7845 609.7954 0
N7 -0.1096 -0.0386 0.0018 0.0035 0.0000 -0.1060 283.7675 0
N6 -0.7855 -0.0661 0.0129 0.0158 0.0000 -0.7697 1188.8345 0
N5 -0.1124 -0.0372 0.0019 0.0067 0.0000 -0.1057 302.3199 0
N4 -2.3245 -0.0860 0.0383 0.0328 0.0000 -2.2917 2701.9618 0
N3 -6.3045 -0.1437 0.1038 0.2405 0.0000 -6.0639 4385.7323 0
N2 -5.3754 -0.0438 0.0885 0.4836 0.0000 -4.8919 12260.7559 0
N1 -1.0336 -0.0084 0.0170 0.0704 0.0000 -0.9633 12265.2434 0
The total continuity error was -88.406 cubic meters
The remaining total volume was 19.251 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 93.7593 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N53 0.0000 0.0000 103.0308 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N52 0.0000 0.0000 99.6776 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N38 0.0000 0.0000 130.2081 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N51 0.0000 0.0000 63.4295 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N48 0.0000 0.0000 86.2969 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N50 0.0000 0.0000 133.8232 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N47 0.0000 0.0000 163.8279 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N45 0.0000 0.0000 150.8826 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N43 0.0000 0.0000 92.0328 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N42 0.0000 0.0000 127.6256 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N37 0.0000 0.0000 100.7384 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N36 0.0000 0.0000 125.6110 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N35 0.0000 0.0000 32.7876 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N31 0.0000 0.0000 150.6004 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N30 0.0000 0.0000 110.1152 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N29 0.0000 0.0000 288.4168 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N28 0.0000 0.0000 173.1401 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N27 0.0000 0.0000 307.6778 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N26 0.0000 0.0000 26.1899 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N23 0.0000 0.0000 270.6017 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N22 0.0000 0.0000 94.2404 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N21 0.0000 0.0000 151.2339 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N20 0.0000 0.0000 478.8667 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N19 0.0000 0.0000 376.5491 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N18 0.0000 0.0000 232.5459 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N17 0.0000 0.0000 61.4341 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N11 0.0000 0.0000 354.8796 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N10 0.0000 0.0000 156.5323 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N8 0.0000 0.0000 147.4020 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N7 0.0000 0.0000 141.8192 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N6 0.0000 0.0000 452.1326 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N5 0.0000 0.0000 151.0904 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N4 0.0000 0.0000 298.7346 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N2 0.0000 0.0000 146.5354 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 6133.1373 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 0.0153 0.0000
N53 0.0000 0.0000 0.0000 0.0162 0.0000
N52 0.0000 0.0000 0.0000 0.0210 0.0000
N38 0.0000 0.0000 0.0000 1.0582 0.0000
N51 0.0000 0.0000 0.0000 1.0120 0.0000
N48 0.0000 0.0000 0.0000 1.0279 0.0000
N50 0.0000 0.0000 0.0000 1.0334 0.0000
N47 0.0000 0.0000 0.0000 0.8402 0.0000
N46 0.0000 0.0000 0.0000 0.9621 0.0000
N45 0.0000 0.0000 0.0000 1.0734 0.0000
N43 0.0000 0.0000 0.0000 0.0150 0.0000
N42 0.0000 0.0000 0.0000 0.0190 0.0000
N37 0.0000 0.0000 0.0000 0.0463 0.0000
N36 0.0000 0.0000 0.0000 1.2305 0.0000
N35 0.0000 0.0000 0.0000 1.0122 0.0000
N34 0.0000 0.0000 0.0000 0.0157 0.0000
N31 0.0000 0.0000 0.0000 0.0145 0.0000
N30 0.0000 0.0000 0.0000 1.1421 0.0000
N29 0.0000 0.0000 0.0000 0.0753 0.0000
N28 0.0000 0.0000 0.0000 0.0561 0.0000
N27 0.0000 0.0000 0.0000 1.0728 0.0000
N26 0.0000 0.0000 0.0000 0.0405 0.0000
N25 0.0000 0.0000 0.0000 0.3191 0.0000
N24 0.0000 0.0000 0.0000 0.7118 0.0000
N23 0.0000 0.0000 0.0000 0.0913 0.0000
N22 0.0000 0.0000 0.0000 0.8234 0.0000
N21 0.0000 0.0000 0.0000 1.0300 0.0000
N20 0.0000 0.0000 0.0000 0.2181 0.0000
N19 0.0000 0.0000 0.0000 0.2593 0.0000
N18 0.0000 0.0000 0.0000 0.5983 0.0000
N17 0.0000 0.0000 0.0000 0.5160 0.0000
N16 8.7500 0.0000 0.0000 1.1847 0.0000
N15 9.3889 0.0000 0.0000 0.8985 0.0000
N14B 0.0000 0.0000 0.0000 1.1281 0.0000
N14A 0.0000 0.0000 0.0000 0.8103 0.0000
N13 0.0000 0.0000 0.0000 0.4624 0.0000
N12 0.0000 0.0000 0.0000 0.4861 0.0000
N11 0.0000 0.0000 0.0000 0.5106 0.0000
N10 0.0000 0.0000 0.0000 0.1637 0.0000
N9 0.0000 0.0000 0.0000 0.1805 0.0000
N8 0.0000 0.0000 0.0000 0.3710 0.0000
N7 0.0000 0.0000 0.0000 0.2095 0.0000
N6 0.0000 0.0000 0.0000 0.3309 0.0000
N5 0.0000 0.0000 0.0000 0.1437 0.0000
N4 0.0000 0.0000 0.0000 0.4795 0.0000
N3 0.0000 0.0000 0.0000 0.4890 0.0000
N2 0.0000 0.0000 0.0000 0.5106 0.0000
N1 0.0000 0.0000 0.0000 0.5097 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 0.009 percent
The Junction with the largest average change was.N16 with 0.034 percent
The Conduit with the largest sinuosity was.......1502 with 4.082
*===================================================================*
| 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 93.7688 0.0043
N53 103.0428 0.0048
N52 99.6905 0.0046
N38 130.2213 0.0060
N51 63.4379 0.0029
N48 86.3067 0.0040
N50 133.8378 0.0062
N47 163.8453 0.0076
N45 150.9000 0.0070
N43 92.0438 0.0043
N42 127.6378 0.0059
N37 100.7546 0.0047
N36 125.6310 0.0058
N35 32.7953 0.0015
N31 150.6250 0.0070
N30 110.1355 0.0051
N29 288.4557 0.0134
N28 173.1678 0.0080
N27 307.7130 0.0142
N26 26.1920 0.0012
N23 270.6579 0.0125
N22 94.2521 0.0044
N21 151.2591 0.0070
N20 478.8777 0.0222
N19 376.5863 0.0174
N18 232.5632 0.0108
N17 61.4419 0.0028
N11 354.9038 0.0164
N10 156.5528 0.0072
N8 147.4197 0.0068
N7 141.8360 0.0066
N6 452.1627 0.0209
N5 151.1095 0.0070
N4 298.7699 0.0138
N2 146.5468 0.0068
N1 -6133.1373 -0.2839
Outflow Outflow Average
Junction Volume m^3 Outflow, cms
--------------- ------------ ------------
N1 6133.1373 0.2839
*=====================================================*
| Initial system volume = 0.0500 Cu M |
| Total system inflow volume = 6074.4693 Cu M |
| Inflow + Initial volume = 6074.5193 Cu M |
*=====================================================*
| Total system outflow = 6133.1373 Cu M |
| Volume left in system = 19.2510 Cu M |
| Evaporation = 0.0000 Cu M |
| Outflow + Final Volume = 6152.3883 Cu M |
*=====================================================*
*===============================================*
| Total Model Continuity Error |
| Error in Continuity, Percent = -1.2819 |
| Error in Continuity, m^3 = -77.869 |
| + Error means a continuity loss, - a gain |
*===============================================*
###################################################
# Table E22. Numerical Model judgement section #
###################################################
Your overall error was -1.2819 percent
Worst nodal error was in node N50 with -1.4874 percent
Of the total inflow this loss was 0.1759 percent
Your overall continuity error was Great
Excellent Efficiency
Efficiency of the simulation 1.20
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\e1y1p5.out
*==============================================================*
| SWMM Simulation Date and Time Summary |
*==============================================================*
| Starting Date... October 9, 2017 Time... 20:25: 8:95 |
| Ending Date... October 9, 2017 Time... 20:25:24:46 |
| Elapsed Time... 0.25850 minutes or 15.51000 seconds |
*==============================================================*
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