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e1y2hr.out
From the archive XPXtrm.zip, inside Further information re: stormwater modelling - REC17/0011. File date in the archive: 2017-10-09 20:22.
165.9157
N4 N3 0.5765 1484.4846
N3 N2 0.9902 2327.6443
N14B N14A 0.1400 218.4515
#########################################################
# 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 8.9148 7.0205 Natural
5047 N50 N47 5.7000 4.6000 5.7321 4.6239 Natural
5114b N51 N14B 4.8000 3.0000 4.8116 3.0088 Natural
4342 N43 N42 9.2000 7.3000 9.2143 7.3185 Natural
3736 N37 N30 7.0000 5.5200 7.0452 5.5644 Natural
3534 N35 N34 4.2000 4.1000 4.2189 4.1152 Natural
3422 N34 N22 4.1000 3.4000 4.1152 3.4034 Natural
3130 N31 N30 7.5000 5.7000 7.5141 5.7096 Natural
3024 N30 N24 4.2000 2.8600 5.0890 3.1559 Circular
3036 N30 N36 5.6200 5.5200 5.6866 5.6981 Natural
2827 N28 N27 8.3000 6.7000 8.3549 6.7539 Natural
2726 N27 N26 6.7000 6.5000 6.5395 6.5395 Natural
2629 N26 N29 6.5000 6.4000 6.5395 6.4733 Natural
2930 N29 N30 6.4000 5.6200 6.4733 5.6925 Natural
2725 N27 N25 5.3500 4.8700 6.3068 5.1724 Circular
2524 N25 N24 4.8700 2.8600 5.1724 3.1425 Circular
2422 N24 N22 2.5900 1.8600 3.1425 2.6295 Circular
L575 N23 N22 4.7000 3.4000 4.7892 3.4646 Natural
2117 N21 N17 3.0000 2.9500 3.0292 2.9671 Natural
1714B N17 N14B 2.8500 2.8000 2.8844 2.8989 Natural
1716 N17 N16 1.7500 1.3500 2.2199 2.4729 Circular
1615 N16 N15 1.3400 1.2100 2.4729 2.0877 Circular
1614A N16 N14A 1.6500 1.6000 2.4729 2.3842 Circular
4514B N45 N14B 3.5000 2.8500 3.5681 2.9174 Natural
4515 N45 N15 2.5000 1.2100 3.5681 2.0877 Circular
1502 N15 N2 1.2100 1.0500 2.0877 1.5419 Circular
14A13 N13 N14A 1.8600 1.6000 2.3042 2.3842 Natural
1312 N13 N12 1.8600 1.6800 2.3042 2.1547 Natural
1211 N12 N11 1.6800 1.3400 2.1547 1.8212 Natural
1103 N11 N3 1.3400 1.1000 1.8212 1.5675 Natural
0912 N9 N12 3.5000 2.0000 2.6739 2.1547 Natural
0908 N9 N8 2.5000 2.0000 2.6739 2.3412 Circular
0811 N8 N11 3.0000 2.0000 1.8212 1.8212 Natural
0804 N8 N4 2.0000 1.7000 2.3412 2.1545 Circular
0201 N2 N1 1.0500 0.9300 1.5419 1.4214 Natural
5248 N52 N48 7.0000 4.8000 7.0205 4.8157 Natural
4845 N48 N45 4.6000 3.5000 4.6266 3.5681 Natural
4250 N42 N50 7.3000 5.7000 7.3185 5.7321 Natural
5338 N53 N38 8.5000 6.0000 8.5158 6.0571 Natural
3851 N38 N51 6.1500 4.8000 6.0571 4.8116 Natural
4746o N47 N46 4.6000 4.0000 3.8867 3.8867 Natural
4746u N47 N46 3.6000 3.0000 4.2813 3.8867 Circular
4645o N46 N45 4.0000 3.5000 3.8867 3.5681 Natural
4645u N46 N45 3.0000 2.5000 3.8867 3.5681 Circular
3836o N38 N36 6.0000 5.5200 6.0571 5.6981 Natural
3635o N36 N35 5.7700 5.2000 4.2193 4.2193 Natural
2217o N22 N17 3.4000 2.9500 2.2199 2.2199 Natural
2217u N22 N17 1.8600 1.7500 2.6295 2.2199 Circular
2019o N20 N19 7.0000 6.0000 4.7483 4.7483 Natural
2019u N20 N19 6.0000 4.5000 6.2036 4.7483 Circular
1918o N19 N18 6.0000 3.0000 2.4478 2.4478 Natural
1918u N19 N18 4.5000 1.9000 4.7483 2.4478 Circular
1817o N18 N17 3.0000 2.9500 2.2199 2.2199 Natural
1817u N18 N17 1.9000 1.7500 2.4478 2.2199 Circular
1009o N10 N9 4.6000 3.5000 2.6739 2.6739 Natural
1009u N10 N9 3.6000 2.5000 3.7571 2.6739 Circular
0706o N7 N6 5.0000 4.5000 3.7858 3.7858 Natural
0706u N7 N6 4.0000 3.5000 4.1892 3.7858 Circular
0604o N6 N4 4.5000 2.8000 2.1545 2.1545 Natural
0604u N6 N4 3.5000 1.7000 3.7858 2.1545 Circular
0504o N5 N4 4.3000 2.8000 2.1545 2.1545 Natural
0504u N5 N4 3.3000 1.7000 3.4415 2.1545 Circular
0403o N4 N3 2.8000 2.0000 1.5675 1.5675 Natural
0403u N4 N3 1.7000 1.1000 2.1545 1.5675 Circular
0302o N3 N2 1.8200 1.8100 1.5419 1.5419 Natural
0302u N3 N2 1.1000 1.0500 1.5675 1.5419 Rectangle
14a14bo N14B N14A 2.9900 2.5000 2.3842 2.3842 Natural
14a14bu N14B N14A 1.8000 1.6000 2.8989 2.3842 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 -0.9766 -0.4773 0.0147 0.0677 0.0000 -0.9090 204.5870 0
N53 -4.3985 -1.9291 0.0662 0.4143 0.0000 -3.9842 227.8063 0
N52 0.3607 0.0855 0.0054 0.1061 0.0000 0.4667 421.8208 0
N38 -2.3000 -0.4462 0.0346 4.1901 0.0000 1.8901 513.3458 0
N51 -0.2695 -0.1959 0.0041 1.0147 0.0000 0.7452 137.0552 0
N48 1.4153 0.2332 0.0213 1.0916 0.0000 2.5069 606.2638 0
N50 -5.5406 -0.7140 0.0834 1.0962 0.0000 -4.4445 775.4649 0
N47 -0.2455 -0.0216 0.0037 0.0480 0.0000 -0.1975 1137.2729 0
N46 -0.4445 -0.0391 0.0067 0.0179 0.0000 -0.4266 1137.8168 0
N45 -5.9459 -0.2863 0.0895 0.1060 0.0000 -5.8399 2076.7417 0
N43 -1.0314 -0.5133 0.0155 0.0386 0.0000 -0.9928 200.9107 0
N42 -0.7292 -0.1520 0.0110 0.0932 0.0000 -0.6360 479.7405 0
N37 -0.1649 -0.0746 0.0025 0.0040 0.0000 -0.1609 220.9501 0
N36 8.2284 1.0606 0.1239 5.1520 0.0000 13.3804 773.2383 0
N35 -0.1936 -0.2703 0.0029 1.0010 0.0000 0.8074 71.1353 0
N34 -0.0839 -0.1192 0.0013 0.0040 0.0000 -0.0800 70.4290 0
N31 -0.6833 -0.2066 0.0103 0.0220 0.0000 -0.6613 330.6721 0
N30 -4.0780 -0.1815 0.0614 1.3525 0.0000 -2.7255 2246.3229 0
N29 -2.6720 -0.3884 0.0402 0.1306 0.0000 -2.5414 687.8109 0
N28 -0.7827 -0.2060 0.0118 0.0057 0.0000 -0.7771 379.9933 0
N27 -0.9775 -0.0926 0.0147 0.3198 0.0000 -0.6577 1055.2582 0
N26 1.3442 2.4141 0.0202 0.4062 0.0000 1.7504 55.4805 0
N25 -1.3474 -0.1275 0.0203 0.0156 0.0000 -1.3319 1057.1875 0
N24 -2.0739 -0.0627 0.0312 0.1294 0.0000 -1.9445 3309.1680 0
N23 -3.2597 -0.5471 0.0491 0.0093 0.0000 -3.2505 595.8127 0
N22 -3.0368 -0.0725 0.0457 0.1707 0.0000 -2.8661 4187.6876 0
N21 -0.4443 -0.1341 0.0067 1.0033 0.0000 0.5590 330.8051 0
N20 -0.2277 -0.0217 0.0034 0.0117 0.0000 -0.2161 1051.1703 0
N19 -2.1147 -0.1127 0.0318 0.0721 0.0000 -2.0426 1876.7915 0
N18 -2.8781 -0.1205 0.0433 0.0866 0.0000 -2.7914 2388.3876 0
N17 -3.7774 -0.0535 0.0569 0.1536 0.0000 -3.6238 7061.2195 0
N16 -5.4434 -0.0771 0.0820 0.1851 0.0000 -5.2583 7064.2608 0
N15 -7.2468 -0.0861 0.1091 0.4534 0.0000 -6.7934 8412.0583 0
N14B 0.6086 0.1339 0.0092 0.0266 0.0000 0.6352 454.5666 0
N14A -1.4099 -0.1631 0.0212 0.1160 0.0500 -1.3439 864.1503 0
N13 -3.9234 -0.4518 0.0591 0.0278 0.0000 -3.8955 868.4059 0
N12 -9.5165 -1.0802 0.1433 0.0207 0.0000 -9.4958 880.9973 0
N11 -5.7977 -0.3477 0.0873 0.1199 0.0000 -5.6778 1667.3557 0
N10 -0.2382 -0.0693 0.0036 0.0039 0.0000 -0.2344 343.6620 0
N9 -0.5349 -0.1553 0.0081 0.0090 0.0000 -0.5258 344.3914 0
N8 -0.9188 -0.1373 0.0138 0.0172 0.0000 -0.9015 669.2516 0
N7 -0.1346 -0.0432 0.0020 0.0042 0.0000 -0.1304 311.3311 0
N6 -0.8924 -0.0684 0.0134 0.0186 0.0000 -0.8739 1304.5910 0
N5 -0.1529 -0.0461 0.0023 0.0080 0.0000 -0.1449 331.7019 0
N4 -3.3649 -0.1134 0.0507 0.0391 0.0000 -3.3258 2965.9837 0
N3 -8.2484 -0.1774 0.1242 0.2743 0.0000 -7.9740 4648.4719 0
N2 -6.4494 -0.0481 0.0971 0.5649 0.0000 -5.8845 13396.6213 0
N1 -1.3115 -0.0098 0.0197 0.0826 0.0000 -1.2288 13401.8166 0
The total continuity error was -94.304 cubic meters
The remaining total volume was 20.306 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 101.8319 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N53 0.0000 0.0000 111.9003 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N52 0.0000 0.0000 108.4100 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N38 0.0000 0.0000 141.7280 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N51 0.0000 0.0000 68.8932 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N48 0.0000 0.0000 93.7282 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N50 0.0000 0.0000 145.3427 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N47 0.0000 0.0000 178.6225 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N45 0.0000 0.0000 164.5072 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N43 0.0000 0.0000 99.9563 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N42 0.0000 0.0000 138.6124 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N37 0.0000 0.0000 110.3586 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N36 0.0000 0.0000 137.5325 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N35 0.0000 0.0000 35.9754 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N31 0.0000 0.0000 164.9689 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N30 0.0000 0.0000 120.5632 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N29 0.0000 0.0000 315.7617 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N28 0.0000 0.0000 189.5783 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N27 0.0000 0.0000 336.9035 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N26 0.0000 0.0000 28.6137 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N23 0.0000 0.0000 296.2772 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N22 0.0000 0.0000 102.3536 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N21 0.0000 0.0000 165.5933 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N20 0.0000 0.0000 525.4693 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N19 0.0000 0.0000 411.6927 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N18 0.0000 0.0000 253.5335 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N17 0.0000 0.0000 66.9998 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N11 0.0000 0.0000 385.8838 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N10 0.0000 0.0000 171.7048 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N8 0.0000 0.0000 161.7158 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N7 0.0000 0.0000 155.5788 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N6 0.0000 0.0000 496.1328 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N5 0.0000 0.0000 165.7582 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N4 0.0000 0.0000 327.8050 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N2 0.0000 0.0000 159.3899 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 6701.4774 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 0.0148 0.0000
N53 0.0000 0.0000 0.0000 0.0158 0.0000
N52 0.0000 0.0000 0.0000 0.0205 0.0000
N38 0.0000 0.0000 0.0000 1.0571 0.0000
N51 0.0000 0.0000 0.0000 1.0116 0.0000
N48 0.0000 0.0000 0.0000 1.0266 0.0000
N50 0.0000 0.0000 0.0000 1.0321 0.0000
N47 0.0000 0.0000 0.0000 0.6813 0.0000
N46 0.0000 0.0000 0.0000 0.8867 0.0000
N45 0.0000 0.0000 0.0000 1.0681 0.0000
N43 0.0000 0.0000 0.0000 0.0143 0.0000
N42 0.0000 0.0000 0.0000 0.0185 0.0000
N37 0.0000 0.0000 0.0000 0.0452 0.0000
N36 0.0000 0.0000 0.0000 1.2281 0.0000
N35 0.0000 0.0000 0.0000 1.0189 0.0000
N34 0.0000 0.0000 0.0000 0.0152 0.0000
N31 0.0000 0.0000 0.0000 0.0141 0.0000
N30 0.0000 0.0000 0.0000 0.8891 0.0000
N29 0.0000 0.0000 0.0000 0.0733 0.0000
N28 0.0000 0.0000 0.0000 0.0549 0.0000
N27 0.0000 0.0000 0.0000 0.9570 0.0000
N26 0.0000 0.0000 0.0000 0.0395 0.0000
N25 0.0000 0.0000 0.0000 0.3024 0.0000
N24 0.0000 0.0000 0.0000 0.5525 0.0000
N23 0.0000 0.0000 0.0000 0.0892 0.0000
N22 0.0000 0.0000 0.0000 0.7695 0.0000
N21 0.0000 0.0000 0.0000 1.0292 0.0000
N20 0.0000 0.0000 0.0000 0.2036 0.0000
N19 0.0000 0.0000 0.0000 0.2483 0.0000
N18 0.0000 0.0000 0.0000 0.5478 0.0000
N17 0.0000 0.0000 0.0000 0.4699 0.0000
N16 7.4583 0.0000 0.0000 1.1329 0.0000
N15 9.5833 0.0000 0.0000 0.8777 0.0000
N14B 0.0000 0.0000 0.0000 1.0989 0.0000
N14A 0.0000 0.0000 0.0000 0.7842 0.0000
N13 0.0000 0.0000 0.0000 0.4442 0.0000
N12 0.0000 0.0000 0.0000 0.4747 0.0000
N11 0.0000 0.0000 0.0000 0.4812 0.0000
N10 0.0000 0.0000 0.0000 0.1571 0.0000
N9 0.0000 0.0000 0.0000 0.1739 0.0000
N8 0.0000 0.0000 0.0000 0.3412 0.0000
N7 0.0000 0.0000 0.0000 0.1892 0.0000
N6 0.0000 0.0000 0.0000 0.2858 0.0000
N5 0.0000 0.0000 0.0000 0.1415 0.0000
N4 0.0000 0.0000 0.0000 0.4545 0.0000
N3 0.0000 0.0000 0.0000 0.4675 0.0000
N2 0.0000 0.0000 0.0000 0.4919 0.0000
N1 0.0000 0.0000 0.0000 0.4914 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 0.007 percent
The Junction with the largest average change was.N16 with 0.033 percent
The Conduit with the largest sinuosity was.......1502 with 3.842
*===================================================================*
| 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 101.8462 0.0047
N53 111.9182 0.0052
N52 108.4282 0.0050
N38 141.7479 0.0066
N51 68.9054 0.0032
N48 93.7427 0.0043
N50 145.3646 0.0067
N47 178.6472 0.0083
N45 164.5315 0.0076
N43 99.9726 0.0046
N42 138.6310 0.0064
N37 110.3811 0.0051
N36 137.5603 0.0064
N35 35.9852 0.0017
N31 165.0030 0.0076
N30 120.5906 0.0056
N29 315.8176 0.0146
N28 189.6167 0.0088
N27 336.9555 0.0156
N26 28.6170 0.0013
N23 296.3519 0.0137
N22 102.3708 0.0047
N21 165.6286 0.0077
N20 525.4966 0.0243
N19 411.7488 0.0191
N18 253.5603 0.0117
N17 67.0108 0.0031
N11 385.9215 0.0179
N10 171.7347 0.0080
N8 161.7420 0.0075
N7 155.6036 0.0072
N6 496.1829 0.0230
N5 165.7863 0.0077
N4 327.8574 0.0152
N2 159.4072 0.0074
N1 -6701.4774 -0.3103
Outflow Outflow Average
Junction Volume m^3 Outflow, cms
--------------- ------------ ------------
N1 6701.4774 0.3103
*=====================================================*
| Initial system volume = 0.0500 Cu M |
| Total system inflow volume = 6639.6772 Cu M |
| Inflow + Initial volume = 6639.7272 Cu M |
*=====================================================*
| Total system outflow = 6701.4774 Cu M |
| Volume left in system = 20.3057 Cu M |
| Evaporation = 0.0000 Cu M |
| Outflow + Final Volume = 6721.7830 Cu M |
*=====================================================*
*===============================================*
| Total Model Continuity Error |
| Error in Continuity, Percent = -1.2358 |
| Error in Continuity, m^3 = -82.056 |
| + Error means a continuity loss, - a gain |
*===============================================*
###################################################
# Table E22. Numerical Model judgement section #
###################################################
Your overall error was -1.2358 percent
Worst nodal error was in node N12 with -1.0802 percent
Of the total inflow this loss was 0.1433 percent
Your overall continuity error was Great
Excellent Efficiency
Efficiency of the simulation 1.17
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\e1y2hr.out
*==============================================================*
| SWMM Simulation Date and Time Summary |
*==============================================================*
| Starting Date... October 9, 2017 Time... 20:22:26:84 |
| Ending Date... October 9, 2017 Time... 20:22:42:51 |
| Elapsed Time... 0.26117 minutes or 15.67000 seconds |
*==============================================================*
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