Original source · versioned page text
e20y25m.out
From the archive XPXtrm.zip, inside Further information re: stormwater modelling - REC17/0011. File date in the archive: 2017-10-09 17:40.
1264.8151
N10 N9 0.2288 185.3345
N7 N6 0.2071 167.7924
N6 N4 0.8045 699.7975
N5 N4 0.2194 177.4627
N4 N3 1.5546 1486.8809
N3 N2 3.2955 4081.4527
N14B N14A 2.0072 1122.6343
#########################################################
# 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 8.9243 7.0326 Natural
5047 N50 N47 5.7000 4.6000 5.7602 4.7014 Natural
5114b N51 N14B 4.8000 3.0000 4.8227 3.1091 Natural
4342 N43 N42 9.2000 7.3000 9.2227 7.3297 Natural
3736 N37 N30 7.0000 5.5200 7.0712 5.8676 Natural
3534 N35 N34 4.2000 4.1000 4.3493 4.2446 Natural
3422 N34 N22 4.1000 3.4000 4.2446 3.6188 Natural
3130 N31 N30 7.5000 5.7000 7.5255 5.8676 Natural
3024 N30 N24 4.2000 2.8600 5.8676 4.1774 Circular
3036 N30 N36 5.6200 5.5200 5.8676 5.8609 Natural
2827 N28 N27 8.3000 6.7000 8.3851 6.7846 Natural
2726 N27 N26 6.7000 6.5000 6.7337 6.7335 Natural
2629 N26 N29 6.5000 6.4000 6.7335 6.5516 Natural
2930 N29 N30 6.4000 5.6200 6.5516 5.8676 Natural
2725 N27 N25 5.3500 4.8700 6.7337 5.6986 Circular
2524 N25 N24 4.8700 2.8600 5.6986 4.1774 Circular
2422 N24 N22 2.5900 1.8600 4.1773 3.6188 Circular
L575 N23 N22 4.7000 3.4000 4.8367 3.6188 Natural
2117 N21 N17 3.0000 2.9500 3.1349 3.1348 Natural
1714B N17 N14B 2.8500 2.8000 3.1348 3.1091 Natural
1716 N17 N16 1.7500 1.3500 3.1348 3.1417 Circular
1615 N16 N15 1.3400 1.2100 3.1436 2.4453 Circular
1614A N16 N14A 1.6500 1.6000 3.1436 2.8364 Circular
4514B N45 N14B 3.5000 2.8500 3.6564 3.1091 Natural
4515 N45 N15 2.5000 1.2100 3.6564 2.4453 Circular
1502 N15 N2 1.2100 1.0500 2.4451 1.9046 Circular
14A13 N13 N14A 1.8600 1.6000 2.6648 2.8364 Natural
1312 N13 N12 1.8600 1.6800 2.6648 2.4669 Natural
1211 N12 N11 1.6800 1.3400 2.4669 2.2854 Natural
1103 N11 N3 1.3400 1.1000 2.2854 1.9590 Natural
0912 N9 N12 3.5000 2.0000 3.5266 2.4669 Natural
0908 N9 N8 2.5000 2.0000 3.5266 3.0507 Circular
0811 N8 N11 3.0000 2.0000 3.0507 2.2854 Natural
0804 N8 N4 2.0000 1.7000 3.0507 2.8656 Circular
0201 N2 N1 1.0500 0.9300 1.9046 1.7847 Natural
5248 N52 N48 7.0000 4.8000 7.0326 4.8252 Natural
4845 N48 N45 4.6000 3.5000 4.6559 3.6564 Natural
4250 N42 N50 7.3000 5.7000 7.3297 5.7602 Natural
5338 N53 N38 8.5000 6.0000 8.5248 6.0895 Natural
3851 N38 N51 6.1500 4.8000 6.0895 4.8227 Natural
4746o N47 N46 4.6000 4.0000 4.7014 4.1107 Natural
4746u N47 N46 3.6000 3.0000 4.7014 4.1107 Circular
4645o N46 N45 4.0000 3.5000 4.1107 3.6564 Natural
4645u N46 N45 3.0000 2.5000 4.1107 3.6564 Circular
3836o N38 N36 6.0000 5.5200 6.0895 5.8609 Natural
3635o N36 N35 5.7700 5.2000 5.8609 5.2857 Natural
2217o N22 N17 3.4000 2.9500 3.6188 3.1687 Natural
2217u N22 N17 1.8600 1.7500 3.6188 3.1348 Circular
2019o N20 N19 7.0000 6.0000 7.0322 6.0707 Natural
2019u N20 N19 6.0000 4.5000 7.0322 6.0707 Circular
1918o N19 N18 6.0000 3.0000 6.0706 3.2269 Natural
1918u N19 N18 4.5000 1.9000 6.0706 3.2269 Circular
1817o N18 N17 3.0000 2.9500 3.2269 3.1348 Natural
1817u N18 N17 1.9000 1.7500 3.2269 3.1348 Circular
1009o N10 N9 4.6000 3.5000 4.6178 3.5266 Natural
1009u N10 N9 3.6000 2.5000 4.6178 3.5266 Circular
0706o N7 N6 5.0000 4.5000 5.0357 4.5707 Natural
0706u N7 N6 4.0000 3.5000 5.0357 4.5707 Circular
0604o N6 N4 4.5000 2.8000 4.5707 2.8706 Natural
0604u N6 N4 3.5000 1.7000 4.5707 2.8656 Circular
0504o N5 N4 4.3000 2.8000 4.3281 2.8656 Natural
0504u N5 N4 3.3000 1.7000 4.3281 2.8656 Circular
0403o N4 N3 2.8000 2.0000 2.8656 2.0564 Natural
0403u N4 N3 1.7000 1.1000 2.8656 1.9590 Circular
0302o N3 N2 1.8200 1.8100 1.9590 1.9046 Natural
0302u N3 N2 1.1000 1.0500 1.9590 1.9046 Rectangle
14a14bo N14B N14A 2.9900 2.5000 3.1091 2.8364 Natural
14a14bu N14B N14A 1.8000 1.6000 3.1091 2.8364 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 -4.8721 -2.0830 0.0671 0.0436 0.0000 -4.8286 233.8822 0
N53 -7.3876 -2.8517 0.1017 0.1956 0.0000 -7.1919 258.9649 0
N52 -6.1269 -1.2586 0.0844 0.0668 0.0000 -6.0601 486.7531 0
N38 -21.1380 -3.5168 0.2911 3.7162 0.0000 -17.4218 599.2039 0
N51 -1.3533 -0.8684 0.0186 1.0102 0.0000 -0.3431 155.3233 0
N48 -5.5555 -0.7842 0.0765 1.0569 0.0000 -4.4986 707.8593 0
N50 -28.1215 -3.1108 0.3873 1.0643 0.0000 -27.0572 903.4714 0
N47 1.5636 0.1182 0.0215 0.0317 0.0000 1.5954 1323.4037 0
N46 -2.7575 -0.2082 0.0380 0.0115 0.0000 -2.7459 1324.1635 0
N45 -0.1073 -0.0045 0.0015 0.0651 0.0000 -0.0421 2402.2579 0
N43 -4.4389 -1.9359 0.0611 0.0259 0.0000 -4.4130 229.2743 0
N42 -2.2207 -0.4056 0.0306 0.0625 0.0000 -2.1582 547.5478 0
N37 -3.5882 -1.4791 0.0494 0.0027 0.0000 -3.5855 242.5908 0
N36 1.7354 0.1826 0.0239 4.7772 0.0000 6.5125 947.9067 0
N35 -0.7474 -0.0734 0.0103 1.0006 0.0000 0.2532 1018.0478 0
N34 -7.4517 -0.7271 0.1026 0.0025 0.0000 -7.4491 1024.9165 0
N31 -1.8261 -0.5084 0.0251 0.0153 0.0000 -1.8107 359.1389 0
N30 -31.1678 -1.4739 0.4292 1.1929 0.0000 -29.9749 2114.0364 0
N29 2.1544 0.1769 0.0297 0.1153 0.0000 2.2697 1217.9945 0
N28 -1.0213 -0.2476 0.0141 0.0037 0.0000 -1.0176 412.5305 0
N27 -1.1352 -0.0991 0.0156 0.2874 0.0000 -0.8478 1145.5691 0
N26 -15.2309 -2.9299 0.2098 0.3676 0.0000 -14.8633 519.6617 0
N25 5.0626 0.7240 0.0697 0.0097 0.0000 5.0722 699.2654 0
N24 -6.5940 -0.2351 0.0908 0.0682 0.0000 -6.5258 2804.9018 0
N23 11.7207 1.8561 0.1614 0.0056 0.0000 11.7263 631.4590 0
N22 -17.9684 -0.3814 0.2475 0.0959 0.0000 -17.8725 4711.1898 0
N21 1.3642 0.3814 0.0188 1.0023 0.0000 2.3665 357.2019 0
N20 1.2695 0.1126 0.0175 0.0080 0.0000 1.2775 1127.6163 0
N19 -2.5626 -0.1264 0.0353 0.0494 0.0000 -2.5132 2028.0466 0
N18 30.2716 1.1823 0.4169 0.0607 0.0000 30.3323 2560.3427 0
N17 2.2946 0.0296 0.0316 0.0962 0.0000 2.3908 7758.2861 0
N16 -2.6646 -0.0374 0.0367 0.1167 0.0000 -2.5479 7128.0920 0
N15 -2.5032 -0.0414 0.0345 0.2870 0.0000 -2.2162 6050.7198 0
N14B -21.5213 -0.9678 0.2964 0.0225 0.0000 -21.4988 2223.7093 0
N14A -2.3321 -0.0541 0.0321 0.1147 0.0500 -2.2674 4313.4044 0
N13 -5.4208 -0.1255 0.0747 0.0276 0.0000 -5.3932 4320.3168 0
N12 53.1969 1.2304 0.7326 0.0146 0.0000 53.2114 4323.4846 0
N11 56.8100 1.0891 0.7824 0.0842 0.0000 56.8942 5216.2619 0
N10 -0.5335 -0.1441 0.0073 0.0023 0.0000 -0.5311 370.2035 0
N9 0.1628 0.0439 0.0022 0.0055 0.0000 0.1683 370.4675 0
N8 6.1445 0.9298 0.0846 0.0105 0.0000 6.1550 660.8261 0
N7 -0.4166 -0.1243 0.0057 0.0027 0.0000 -0.4140 335.2174 0
N6 1.1669 0.0833 0.0161 0.0119 0.0000 1.1788 1400.6444 0
N5 0.7979 0.2243 0.0110 0.0049 0.0000 0.8029 355.8125 0
N4 -0.3160 -0.0106 0.0044 0.0242 0.0000 -0.2919 2973.7903 0
N3 -15.8700 -0.1948 0.2186 0.1921 0.0000 -15.6778 8147.7744 0
N2 -2.0619 -0.0141 0.0284 0.3766 0.0000 -1.6853 14572.4590 0
N1 -0.4709 -0.0032 0.0065 0.0536 0.0000 -0.4173 14575.3078 0
The total continuity error was -51.768 cubic meters
The remaining total volume was 17.863 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 114.5354 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N53 0.0000 0.0000 125.8834 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N52 0.0000 0.0000 121.1153 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N38 0.0000 0.0000 157.8919 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N51 0.0000 0.0000 77.4889 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N48 0.0000 0.0000 105.4196 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N50 0.0000 0.0000 163.4924 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N47 0.0000 0.0000 197.4419 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N45 0.0000 0.0000 181.8314 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N43 0.0000 0.0000 112.4450 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N42 0.0000 0.0000 155.9021 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N37 0.0000 0.0000 119.4963 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N36 0.0000 0.0000 149.2710 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N35 0.0000 0.0000 38.6703 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N31 0.0000 0.0000 178.6902 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N30 0.0000 0.0000 130.8538 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N29 0.0000 0.0000 342.8930 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N28 0.0000 0.0000 205.7202 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N27 0.0000 0.0000 365.5346 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N26 0.0000 0.0000 31.3502 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N23 0.0000 0.0000 321.6808 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N22 0.0000 0.0000 115.1475 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N21 0.0000 0.0000 179.7586 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N20 0.0000 0.0000 564.5050 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N19 0.0000 0.0000 449.6975 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N18 0.0000 0.0000 280.3076 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N17 0.0000 0.0000 73.9728 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N11 0.0000 0.0000 431.5673 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N10 0.0000 0.0000 184.8406 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N8 0.0000 0.0000 173.9462 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N7 0.0000 0.0000 167.4014 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N6 0.0000 0.0000 533.0122 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N5 0.0000 0.0000 178.3231 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N4 0.0000 0.0000 352.2938 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N2 0.0000 0.0000 178.0127 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 7288.6527 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 0.0243 0.0000
N53 0.0000 0.0000 0.0000 0.0248 0.0000
N52 0.0000 0.0000 0.0000 0.0326 0.0000
N38 0.0000 0.0000 0.0000 1.0895 0.0000
N51 0.0000 0.0000 0.0000 1.0227 0.0000
N48 0.0000 0.0000 0.0000 1.0559 0.0000
N50 0.0000 0.0000 0.0000 1.0602 0.0000
N47 0.0000 0.0000 0.0000 1.1014 0.0000
N46 0.0000 0.0000 0.0000 1.1107 0.0000
N45 0.0000 0.0000 0.0000 1.1564 0.0000
N43 0.0000 0.0000 0.0000 0.0227 0.0000
N42 0.0000 0.0000 0.0000 0.0297 0.0000
N37 0.0000 0.0000 0.0000 0.0712 0.0000
N36 0.0000 0.0000 0.0000 1.3909 0.0000
N35 0.0000 0.0000 0.0000 1.1493 0.0000
N34 0.0000 0.0000 0.0000 0.1446 0.0000
N31 0.0000 0.0000 0.0000 0.0255 0.0000
N30 0.0000 0.0000 0.0000 1.6676 0.0000
N29 0.0000 0.0000 0.0000 0.1516 0.0000
N28 0.0000 0.0000 0.0000 0.0851 0.0000
N27 0.0000 0.0000 0.0000 1.3837 0.0000
N26 0.0000 0.0000 0.0000 0.2335 0.0000
N25 17.1556 0.0000 0.0000 0.8286 0.0000
N24 21.6500 0.0000 0.0000 1.5874 0.0000
N23 0.0000 0.0000 0.0000 0.1367 0.0000
N22 0.0000 0.0000 0.0000 1.7588 0.0000
N21 0.0000 0.0000 0.0000 1.1349 0.0000
N20 0.0000 0.0000 0.0000 1.0322 0.0000
N19 0.0000 0.0000 0.0000 1.5706 0.0000
N18 0.0000 0.0000 0.0000 1.3269 0.0000
N17 0.0000 0.0000 0.0000 1.3848 0.0000
N16 24.5139 0.0000 0.0000 1.8036 0.0000
N15 24.6875 0.0000 0.0000 1.2353 0.0000
N14B 0.0000 0.0000 0.0000 1.3091 0.0000
N14A 0.0000 0.0000 0.0000 1.2364 0.0000
N13 0.0000 0.0000 0.0000 0.8048 0.0000
N12 0.0000 0.0000 0.0000 0.7869 0.0000
N11 0.0000 0.0000 0.0000 0.9454 0.0000
N10 0.0000 0.0000 0.0000 1.0178 0.0000
N9 0.0000 0.0000 0.0000 1.0266 0.0000
N8 0.0000 0.0000 0.0000 1.0507 0.0000
N7 0.0000 0.0000 0.0000 1.0357 0.0000
N6 0.0000 0.0000 0.0000 1.0707 0.0000
N5 0.0000 0.0000 0.0000 1.0281 0.0000
N4 0.0000 0.0000 0.0000 1.1656 0.0000
N3 0.0000 0.0000 0.0000 0.8590 0.0000
N2 0.0000 0.0000 0.0000 0.8546 0.0000
N1 0.0000 0.0000 0.0000 0.8547 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 0.016 percent
The Junction with the largest average change was.N16 with 0.041 percent
The Conduit with the largest sinuosity was.......1502 with 4.696
*===================================================================*
| 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 114.5488 0.0053
N53 125.9004 0.0058
N52 121.1326 0.0056
N38 157.9103 0.0073
N51 77.5006 0.0036
N48 105.4334 0.0049
N50 163.5130 0.0076
N47 197.4619 0.0091
N45 181.8519 0.0084
N43 112.4606 0.0052
N42 155.9193 0.0072
N37 119.5174 0.0055
N36 149.2969 0.0069
N35 38.6789 0.0018
N31 178.7220 0.0083
N30 130.8790 0.0061
N29 342.9447 0.0159
N28 205.7561 0.0095
N27 365.5822 0.0169
N26 31.3530 0.0015
N23 321.7473 0.0149
N22 115.1639 0.0053
N21 179.7915 0.0083
N20 564.5139 0.0261
N19 449.7448 0.0208
N18 280.3282 0.0130
N17 73.9829 0.0034
N11 431.5946 0.0200
N10 184.8690 0.0086
N8 173.9711 0.0081
N7 167.4251 0.0078
N6 533.0546 0.0247
N5 178.3498 0.0083
N4 352.3436 0.0163
N2 178.0261 0.0082
N1 -7288.6527 -0.3374
Outflow Outflow Average
Junction Volume m^3 Outflow, cms
--------------- ------------ ------------
N1 7288.6527 0.3374
*=====================================================*
| Initial system volume = 0.0500 Cu M |
| Total system inflow volume = 7260.3941 Cu M |
| Inflow + Initial volume = 7260.4441 Cu M |
*=====================================================*
| Total system outflow = 7288.6527 Cu M |
| Volume left in system = 17.8631 Cu M |
| Evaporation = 0.0000 Cu M |
| Outflow + Final Volume = 7306.5158 Cu M |
*=====================================================*
*===============================================*
| Total Model Continuity Error |
| Error in Continuity, Percent = -0.6346 |
| Error in Continuity, m^3 = -46.072 |
| + Error means a continuity loss, - a gain |
*===============================================*
###################################################
# Table E22. Numerical Model judgement section #
###################################################
Your overall error was -0.6346 percent
Worst nodal error was in node N11 with 1.0891 percent
Of the total inflow this loss was 0.7825 percent
Your overall continuity error was Excellent
Excellent Efficiency
Efficiency of the simulation 1.39
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\e20y25m.out
*==============================================================*
| SWMM Simulation Date and Time Summary |
*==============================================================*
| Starting Date... October 9, 2017 Time... 17:39:50:48 |
| Ending Date... October 9, 2017 Time... 17:40: 6:59 |
| Elapsed Time... 0.26850 minutes or 16.11000 seconds |
*==============================================================*
See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalSearchable page text hides email addresses. Original files are unchanged and may show email addresses.