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e100y1hr.out
From the archive XPXtrm.zip, inside Further information re: stormwater modelling - REC17/0011. File date in the archive: 2017-10-09 16:24.
2520.5929
N10 N9 0.2486 362.9916
N7 N6 0.2247 328.7658
N6 N4 0.8930 1369.7187
N5 N4 0.2379 353.2515
N4 N3 1.6740 2896.6787
N3 N2 5.3910 8976.6183
N14B N14A 3.4846 3161.1123
#########################################################
# 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 8.9251 7.0356 Natural
5047 N50 N47 5.7000 4.6000 5.7665 4.7120 Natural
5114b N51 N14B 4.8000 3.0000 4.8237 3.1327 Natural
4342 N43 N42 9.2000 7.3000 9.2234 7.3310 Natural
3736 N37 N30 7.0000 5.5200 7.0737 5.8799 Natural
3534 N35 N34 4.2000 4.1000 4.3800 4.2758 Natural
3422 N34 N22 4.1000 3.4000 4.2759 3.6625 Natural
3130 N31 N30 7.5000 5.7000 7.5267 5.8799 Natural
3024 N30 N24 4.2000 2.8600 5.8799 4.2128 Circular
3036 N30 N36 5.6200 5.5200 5.8799 5.8694 Natural
2827 N28 N27 8.3000 6.7000 8.3877 6.7870 Natural
2726 N27 N26 6.7000 6.5000 6.7414 6.7438 Natural
2629 N26 N29 6.5000 6.4000 6.7438 6.5595 Natural
2930 N29 N30 6.4000 5.6200 6.5595 5.8799 Natural
2725 N27 N25 5.3500 4.8700 6.7414 5.7265 Circular
2524 N25 N24 4.8700 2.8600 5.7265 4.2128 Circular
2422 N24 N22 2.5900 1.8600 4.2128 3.6625 Circular
L575 N23 N22 4.7000 3.4000 4.8303 3.6625 Natural
2117 N21 N17 3.0000 2.9500 3.1871 3.1871 Natural
1714B N17 N14B 2.8500 2.8000 3.1871 3.1327 Natural
1716 N17 N16 1.7500 1.3500 3.1871 3.1862 Circular
1615 N16 N15 1.3400 1.2100 3.1863 2.5282 Circular
1614A N16 N14A 1.6500 1.6000 3.1863 2.9489 Circular
4514B N45 N14B 3.5000 2.8500 3.6660 3.1327 Natural
4515 N45 N15 2.5000 1.2100 3.6660 2.5282 Circular
1502 N15 N2 1.2100 1.0500 2.5280 2.0371 Circular
14A13 N13 N14A 1.8600 1.6000 2.7326 2.9489 Natural
1312 N13 N12 1.8600 1.6800 2.7326 2.6091 Natural
1211 N12 N11 1.6800 1.3400 2.6091 2.4018 Natural
1103 N11 N3 1.3400 1.1000 2.4018 2.0709 Natural
0912 N9 N12 3.5000 2.0000 3.5300 2.6091 Natural
0908 N9 N8 2.5000 2.0000 3.5300 3.0539 Circular
0811 N8 N11 3.0000 2.0000 3.0539 2.4018 Natural
0804 N8 N4 2.0000 1.7000 3.0539 2.8790 Circular
0201 N2 N1 1.0500 0.9300 2.0371 1.9167 Natural
5248 N52 N48 7.0000 4.8000 7.0356 4.8275 Natural
4845 N48 N45 4.6000 3.5000 4.6626 3.6660 Natural
4250 N42 N50 7.3000 5.7000 7.3310 5.7665 Natural
5338 N53 N38 8.5000 6.0000 8.5256 6.1048 Natural
3851 N38 N51 6.1500 4.8000 6.1048 4.8237 Natural
4746o N47 N46 4.6000 4.0000 4.7120 4.1222 Natural
4746u N47 N46 3.6000 3.0000 4.7120 4.1222 Circular
4645o N46 N45 4.0000 3.5000 4.1222 3.6660 Natural
4645u N46 N45 3.0000 2.5000 4.1222 3.6660 Circular
3836o N38 N36 6.0000 5.5200 6.1048 5.8694 Natural
3635o N36 N35 5.7700 5.2000 5.8694 5.2957 Natural
2217o N22 N17 3.4000 2.9500 3.6625 3.2098 Natural
2217u N22 N17 1.8600 1.7500 3.6625 3.1871 Circular
2019o N20 N19 7.0000 6.0000 7.0375 6.0933 Natural
2019u N20 N19 6.0000 4.5000 7.0375 6.0933 Circular
1918o N19 N18 6.0000 3.0000 6.0933 3.2505 Natural
1918u N19 N18 4.5000 1.9000 6.0933 3.2505 Circular
1817o N18 N17 3.0000 2.9500 3.2505 3.1871 Natural
1817u N18 N17 1.9000 1.7500 3.2505 3.1871 Circular
1009o N10 N9 4.6000 3.5000 4.6222 3.5300 Natural
1009u N10 N9 3.6000 2.5000 4.6222 3.5300 Circular
0706o N7 N6 5.0000 4.5000 5.0387 4.5772 Natural
0706u N7 N6 4.0000 3.5000 5.0387 4.5772 Circular
0604o N6 N4 4.5000 2.8000 4.5772 2.8790 Natural
0604u N6 N4 3.5000 1.7000 4.5772 2.8790 Circular
0504o N5 N4 4.3000 2.8000 4.3313 2.8790 Natural
0504u N5 N4 3.3000 1.7000 4.3313 2.8790 Circular
0403o N4 N3 2.8000 2.0000 2.8790 2.0709 Natural
0403u N4 N3 1.7000 1.1000 2.8790 2.0709 Circular
0302o N3 N2 1.8200 1.8100 2.0709 2.0371 Natural
0302u N3 N2 1.1000 1.0500 2.0709 2.0371 Rectangle
14a14bo N14B N14A 2.9900 2.5000 3.1327 2.9489 Natural
14a14bu N14B N14A 1.8000 1.6000 3.1327 2.9489 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 -4.0938 -0.9069 0.0288 0.0513 0.0000 -4.0425 451.3937 0
N53 -6.6813 -1.3414 0.0470 0.2760 0.0000 -6.4054 497.9397 0
N52 -8.0631 -0.8608 0.0568 0.0791 0.0000 -7.9840 936.6343 0
N38 -28.3986 -2.4745 0.1999 3.8898 0.0000 -24.5088 1145.6906 0
N51 -5.6066 -1.8229 0.0395 1.0117 0.0000 -4.5949 307.0525 0
N48 -10.1926 -0.7464 0.0718 1.0673 0.0000 -9.1253 1365.1105 0
N50 -17.7923 -1.0265 0.1253 1.0747 0.0000 -16.7176 1732.8362 0
N47 0.4511 0.0179 0.0032 0.0368 0.0000 0.4879 2521.0219 0
N46 -2.0929 -0.0830 0.0147 0.0137 0.0000 -2.0792 2522.1717 0
N45 -3.1607 -0.0685 0.0223 0.0798 0.0000 -3.0810 4611.9410 0
N43 -3.0751 -0.6956 0.0217 0.0301 0.0000 -3.0450 442.0788 0
N42 -12.0295 -1.1285 0.0847 0.0728 0.0000 -11.9566 1065.9641 0
N37 -2.9676 -0.6309 0.0209 0.0031 0.0000 -2.9646 470.3552 0
N36 -1.5060 -0.0582 0.0106 4.9168 0.0000 3.4108 2584.2426 0
N35 -1.2571 -0.0460 0.0089 1.0008 0.0000 -0.2564 2731.3590 0
N34 -10.4003 -0.3794 0.0732 0.0030 0.0000 -10.3973 2740.9743 0
N31 4.7253 0.6808 0.0333 0.0175 0.0000 4.7427 694.0983 0
N30 -34.9014 -0.8604 0.2457 1.2563 0.0000 -33.6451 4055.9734 0
N29 1.6960 0.0722 0.0119 0.1242 0.0000 1.8202 2350.5022 0
N28 -1.6173 -0.2006 0.0114 0.0043 0.0000 -1.6130 806.2534 0
N27 -1.1784 -0.0526 0.0083 0.3085 0.0000 -0.8699 2238.9535 0
N26 -11.0034 -1.0990 0.0775 0.3937 0.0000 -10.6098 1000.9890 0
N25 3.9946 0.2921 0.0281 0.0117 0.0000 4.0062 1367.6227 0
N24 -6.5273 -0.1411 0.0460 0.0927 0.0000 -6.4346 4624.9910 0
N23 4.2826 0.3418 0.0302 0.0067 0.0000 4.2893 1252.9265 0
N22 -10.0456 -0.1105 0.0707 0.1261 0.0000 -9.9195 9089.2760 0
N21 1.0754 0.1534 0.0076 1.0026 0.0000 2.0780 700.7374 0
N20 0.9270 0.0419 0.0065 0.0093 0.0000 0.9363 2213.3893 0
N19 -6.0115 -0.1511 0.0423 0.0578 0.0000 -5.9538 3977.8365 0
N18 19.2172 0.3797 0.1353 0.0703 0.0000 19.2875 5060.8654 0
N17 1.1800 0.0078 0.0083 0.1198 0.0000 1.2998 15125.0242 0
N16 -3.4036 -0.0277 0.0240 0.1439 0.0000 -3.2597 12269.3245 0
N15 -2.8762 -0.0289 0.0203 0.3519 0.0000 -2.5244 9966.1308 0
N14B -23.1783 -0.3680 0.1632 0.0239 0.0000 -23.1544 6299.1447 0
N14A -7.8688 -0.0776 0.0554 0.1152 0.0500 -7.8036 10141.7842 0
N13 -10.8749 -0.1071 0.0766 0.0277 0.0000 -10.8472 10157.6434 0
N12 58.9556 0.5778 0.4151 0.0168 0.0000 58.9724 10203.4584 0
N11 30.1398 0.2483 0.2122 0.0970 0.0000 30.2368 12139.1356 0
N10 -1.3751 -0.1897 0.0097 0.0028 0.0000 -1.3722 724.6956 0
N9 -1.4852 -0.2042 0.0105 0.0067 0.0000 -1.4785 727.4162 0
N8 3.9813 0.3041 0.0280 0.0127 0.0000 3.9940 1309.2350 0
N7 -1.2110 -0.1845 0.0085 0.0032 0.0000 -1.2078 656.4158 0
N6 3.1654 0.1154 0.0223 0.0142 0.0000 3.1796 2742.8199 0
N5 -4.3981 -0.6263 0.0310 0.0059 0.0000 -4.3922 702.2360 0
N4 -2.2489 -0.0388 0.0158 0.0292 0.0000 -2.2198 5791.8748 0
N3 -28.0691 -0.1566 0.1976 0.2231 0.0000 -27.8460 17926.7962 0
N2 -8.3653 -0.0292 0.0589 0.4477 0.0000 -7.9176 28621.1357 0
N1 -1.5308 -0.0053 0.0108 0.0645 0.0000 -1.4662 28628.6873 0
The total continuity error was -151.70 cubic meters
The remaining total volume was 18.794 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 223.6806 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N53 0.0000 0.0000 245.7696 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N52 0.0000 0.0000 236.7016 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N38 0.0000 0.0000 308.5145 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N51 0.0000 0.0000 151.2665 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N48 0.0000 0.0000 205.8486 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N50 0.0000 0.0000 319.2558 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N47 0.0000 0.0000 386.1733 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N45 0.0000 0.0000 355.6084 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N43 0.0000 0.0000 219.5216 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N42 0.0000 0.0000 304.5116 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N37 0.0000 0.0000 233.6932 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N36 0.0000 0.0000 291.9046 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N35 0.0000 0.0000 75.6318 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N31 0.0000 0.0000 349.4475 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N30 0.0000 0.0000 255.8632 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N29 0.0000 0.0000 670.6117 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N28 0.0000 0.0000 402.3119 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N27 0.0000 0.0000 715.1669 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N26 0.0000 0.0000 61.3411 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N23 0.0000 0.0000 628.6930 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N22 0.0000 0.0000 224.7816 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N21 0.0000 0.0000 351.3967 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N20 0.0000 0.0000 1107.2534 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N19 0.0000 0.0000 879.8367 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N18 0.0000 0.0000 548.4336 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N17 0.0000 0.0000 144.6305 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N11 0.0000 0.0000 844.0568 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N10 0.0000 0.0000 361.6746 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N8 0.0000 0.0000 340.4327 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N7 0.0000 0.0000 327.6263 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N6 0.0000 0.0000 1044.2987 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N5 0.0000 0.0000 348.9571 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N4 0.0000 0.0000 689.5320 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N2 0.0000 0.0000 348.1102 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 14316.4387 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 0.0251 0.0000
N53 0.0000 0.0000 0.0000 0.0256 0.0000
N52 0.0000 0.0000 0.0000 0.0356 0.0000
N38 0.0000 0.0000 0.0000 1.1048 0.0000
N51 0.0000 0.0000 0.0000 1.0237 0.0000
N48 0.0000 0.0000 0.0000 1.0626 0.0000
N50 0.0000 0.0000 0.0000 1.0665 0.0000
N47 0.0000 0.0000 0.0000 1.1120 0.0000
N46 0.0000 0.0000 0.0000 1.1222 0.0000
N45 0.0000 0.0000 0.0000 1.1660 0.0000
N43 0.0000 0.0000 0.0000 0.0234 0.0000
N42 0.0000 0.0000 0.0000 0.0310 0.0000
N37 0.0000 0.0000 0.0000 0.0737 0.0000
N36 0.0000 0.0000 0.0000 1.3994 0.0000
N35 0.0000 0.0000 0.0000 1.1800 0.0000
N34 0.0000 0.0000 0.0000 0.1759 0.0000
N31 0.0000 0.0000 0.0000 0.0267 0.0000
N30 0.0000 0.0000 0.0000 1.6799 0.0000
N29 0.0000 0.0000 0.0000 0.1595 0.0000
N28 0.0000 0.0000 0.0000 0.0877 0.0000
N27 0.0000 0.0000 0.0000 1.3914 0.0000
N26 0.0000 0.0000 0.0000 0.2438 0.0000
N25 35.5861 0.0000 0.0000 0.8565 0.0000
N24 40.3750 0.0000 0.0000 1.6228 0.0000
N23 0.0000 0.0000 0.0000 0.1303 0.0000
N22 0.0000 0.0000 0.0000 1.8025 0.0000
N21 0.0000 0.0000 0.0000 1.1871 0.0000
N20 0.0000 0.0000 0.0000 1.0375 0.0000
N19 0.0000 0.0000 0.0000 1.5933 0.0000
N18 0.0000 0.0000 0.0000 1.3505 0.0000
N17 0.0000 0.0000 0.0000 1.4371 0.0000
N16 46.7917 0.0000 0.0000 1.8463 0.0000
N15 47.7778 0.0000 0.0000 1.3182 0.0000
N14B 0.0000 0.0000 0.0000 1.3327 0.0000
N14A 0.0000 0.0000 0.0000 1.3489 0.0000
N13 0.0000 0.0000 0.0000 0.8726 0.0000
N12 0.0000 0.0000 0.0000 0.9291 0.0000
N11 0.0000 0.0000 0.0000 1.0618 0.0000
N10 0.0000 0.0000 0.0000 1.0222 0.0000
N9 0.0000 0.0000 0.0000 1.0300 0.0000
N8 0.0000 0.0000 0.0000 1.0539 0.0000
N7 0.0000 0.0000 0.0000 1.0387 0.0000
N6 0.0000 0.0000 0.0000 1.0772 0.0000
N5 0.0000 0.0000 0.0000 1.0313 0.0000
N4 0.0000 0.0000 0.0000 1.1790 0.0000
N3 0.0000 0.0000 0.0000 0.9709 0.0000
N2 0.0000 0.0000 0.0000 0.9871 0.0000
N1 0.0000 0.0000 0.0000 0.9867 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 0.036 percent
The Junction with the largest average change was.N1 with 0.056 percent
The Conduit with the largest sinuosity was.......1502 with 4.805
*===================================================================*
| 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 223.6928 0.0104
N53 245.7859 0.0114
N52 236.7204 0.0110
N38 308.5317 0.0143
N51 151.2782 0.0070
N48 205.8618 0.0095
N50 319.2752 0.0148
N47 386.1969 0.0179
N45 355.6326 0.0165
N43 219.5366 0.0102
N42 304.5272 0.0141
N37 233.7173 0.0108
N36 291.9343 0.0135
N35 75.6438 0.0035
N31 349.4841 0.0162
N30 255.8939 0.0118
N29 670.6671 0.0310
N28 402.3531 0.0186
N27 715.2156 0.0331
N26 61.3437 0.0028
N23 628.7782 0.0291
N22 224.7976 0.0104
N21 351.4337 0.0163
N20 1107.2564 0.0513
N19 879.8855 0.0407
N18 548.4545 0.0254
N17 144.6417 0.0067
N11 844.0845 0.0391
N10 361.7040 0.0167
N8 340.4579 0.0158
N7 327.6500 0.0152
N6 1044.3354 0.0483
N5 348.9844 0.0162
N4 689.5820 0.0319
N2 348.1241 0.0161
N1 -14316.4387 -0.6628
Outflow Outflow Average
Junction Volume m^3 Outflow, cms
--------------- ------------ ------------
N1 14316.4387 0.6628
*=====================================================*
| Initial system volume = 0.0500 Cu M |
| Total system inflow volume = 14202.5379 Cu M |
| Inflow + Initial volume = 14202.5879 Cu M |
*=====================================================*
| Total system outflow = 14316.4387 Cu M |
| Volume left in system = 18.7944 Cu M |
| Evaporation = 0.0000 Cu M |
| Outflow + Final Volume = 14335.2331 Cu M |
*=====================================================*
*===============================================*
| Total Model Continuity Error |
| Error in Continuity, Percent = -0.9340 |
| Error in Continuity, m^3 = -132.645 |
| + Error means a continuity loss, - a gain |
*===============================================*
###################################################
# Table E22. Numerical Model judgement section #
###################################################
Your overall error was -0.9340 percent
Worst nodal error was in node N12 with 0.5778 percent
Of the total inflow this loss was 0.4151 percent
Your overall continuity error was Excellent
Excellent Efficiency
Efficiency of the simulation 1.40
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\e100y1hr.out
*==============================================================*
| SWMM Simulation Date and Time Summary |
*==============================================================*
| Starting Date... October 9, 2017 Time... 16:24: 0:81 |
| Ending Date... October 9, 2017 Time... 16:24:17:23 |
| Elapsed Time... 0.27367 minutes or 16.42000 seconds |
*==============================================================*
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