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m5y1p5.out
From the archive XPXtrm.zip, inside Further information re: stormwater modelling - REC17/0011. File date in the archive: 2017-10-12 15:03.
1.6800 1.3400 2.2850 2.0767 Natural
1103 N11 N3 1.3400 1.1000 2.0767 1.7304 Natural
0912 N9 N12 3.5000 2.0000 3.3818 2.2850 Natural
0908 N9 N8 2.5000 2.0000 3.3818 2.9812 Circular
0811 N8 N11 3.0000 2.0000 2.7277 2.0767 Natural
0804 N8 N4 2.0000 1.7000 2.9813 2.4614 Circular
0201 N2 N1 1.0500 0.9300 1.6827 1.5627 Natural
50b50 N50B N50 5.9000 5.7000 5.9077 5.7089 Natural
49b40 N49B N49 5.2000 5.0000 5.2129 5.0178 Natural
51b50 N51B N51 5.0000 4.8000 5.0165 4.8195 Natural
L610 N33 N14A 2.6000 1.6000 3.1163 2.5974 Circular
51b48 N51B N48 3.8000 3.6000 5.0165 4.6075 Circular
5352o N53 N52 8.4000 7.1000 8.4704 7.1702 Natural
5352u N53 N52 7.4000 6.1000 8.4704 7.1702 Circular
5238o N52 N38 7.1000 6.0000 7.1702 6.0822 Natural
5238u N52 N38 6.1000 5.0000 7.1702 6.0822 Circular
3851o N38 N51B 6.3000 5.0000 6.0822 5.0165 Natural
3851u N38 N51B 5.0000 3.8000 6.0822 5.0165 Circular
5049u N50B N49B 5.7000 5.0000 5.9077 5.2129 Circular
4948u N49B N48 4.0000 3.6000 5.2129 4.6075 Circular
4845o N48 N45 4.6000 3.5000 4.6075 3.5807 Natural
4845u N48 N45 3.6000 2.5000 4.6075 3.5807 Circular
4746o N47 N46 4.6000 4.0000 3.8891 3.8891 Natural
4746u N47 N46 3.6000 3.0000 4.1518 3.8891 Circular
4645o N46 N45 4.0000 3.5000 3.8890 3.5807 Natural
4645u N46 N45 3.0000 2.5000 3.8890 3.5807 Circular
4140o N41 N40 7.6000 6.6000 6.4320 6.4320 Natural
4140u N41 N40 6.6000 5.6000 6.9096 6.4320 Circular
4038o N40 N38 6.6000 6.0000 6.4320 6.0822 Natural
4038u N40 N38 5.6000 5.0000 6.4320 6.0822 Circular
3938o N39 N38 7.0000 6.0000 7.0164 6.0822 Natural
3938u N39 N38 6.0000 5.0000 7.0164 6.0822 Circular
3836o N38 N36 6.0000 5.5200 6.0822 5.6746 Natural
3836u N38 N36 5.0000 4.4700 6.0822 5.6746 Circular
3635o N36 N35 5.6000 5.4500 5.6746 5.5244 Natural
3635u N36 N35 4.4700 4.0000 5.6746 5.0328 Circular
3533o N35 N33 4.8600 4.6800 5.0328 4.8489 Rectangle
3533u N35 N33 4.0000 3.9000 5.0328 4.0000 Rectangle
2217o N22 N17 3.4000 2.9500 2.8835 2.8835 Natural
2217u N22 N17 1.8600 1.7500 3.2853 2.8835 Circular
2019o N20 N19 7.0000 6.0000 4.9331 4.9331 Natural
2019u N20 N19 6.0000 4.5000 6.3382 4.9331 Circular
1918o N19 N18 6.0000 3.0000 4.9331 3.1363 Natural
1918u N19 N18 4.5000 1.9000 4.9331 3.1363 Circular
1817o N18 N17 3.0000 2.9500 3.1363 3.0486 Natural
1817u N18 N17 1.9000 1.7500 3.1363 2.8835 Circular
1009o N10 N9 4.6000 3.5000 3.3818 3.3818 Natural
1009u N10 N9 3.6000 2.5000 3.8965 3.3818 Circular
0706o N7 N6 5.0000 4.5000 5.0132 4.5293 Natural
0706u N7 N6 4.0000 3.5000 5.0132 4.5293 Circular
0604o N6 N4 4.5000 2.8000 4.5293 2.8286 Natural
0604u N6 N4 3.5000 1.7000 4.5293 2.4614 Circular
0504o N5 N4 4.3000 2.8000 2.4614 2.4614 Natural
0504u N5 N4 3.3000 1.7000 3.8298 2.4614 Circular
0403o N4 N3 2.8000 2.0000 1.7304 1.7304 Natural
0403u N4 N3 1.7000 1.1000 2.4614 1.7304 Circular
0302o N3 N2 1.8200 1.8100 1.6827 1.6827 Natural
0302u N3 N2 1.1000 1.0500 1.7304 1.6827 Rectangle
14b14ao N14B N14A 2.9900 2.5000 3.0095 2.5974 Natural
14b14au N14B N14A 1.8000 1.6000 3.0095 2.5974 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 0.4175 0.1392 0.0043 0.2271 0.0000 0.6447 299.9209 0
N53 -1.0434 -0.1654 0.0108 0.2614 0.0000 -0.7821 630.8922 0
N52 0.2995 0.0398 0.0031 0.1245 0.0000 0.4239 753.0814 0
N38 -3.2721 -0.1346 0.0337 1.3535 0.0000 -1.9186 2430.7787 0
N51B -0.6963 -0.0952 0.0072 0.2353 0.0000 -0.4610 731.5113 0
N48 -1.4331 -0.1457 0.0148 0.2492 0.0000 -1.1839 983.1445 0
N50B 0.5180 0.1895 0.0053 1.0234 0.0000 1.5414 272.8443 0
N49B -0.7626 -0.1547 0.0079 0.0473 0.0000 -0.7153 492.8336 0
N47 -0.1629 -0.0308 0.0017 0.0511 0.0000 -0.1118 529.0012 0
N46 -0.5480 -0.0937 0.0056 0.1691 0.0000 -0.3790 584.5827 0
N45 8.2059 0.4021 0.0846 0.7491 0.0000 8.9550 2040.2061 0
N43 -0.0993 -0.0336 0.0010 0.0423 0.0000 -0.0570 295.6578 0
N42 -0.5344 -0.0933 0.0055 0.0827 0.0000 -0.4518 572.7239 0
N41 0.0325 0.0057 0.0003 0.0839 0.0000 0.1164 573.0537 0
N44 -1.0211 -0.2531 0.0105 0.0538 0.0000 -0.9672 403.4798 0
N40 -8.6284 -0.7887 0.0889 0.2299 0.0000 -8.3984 1093.8367 0
N39 -0.5269 -0.2512 0.0054 0.0384 0.0000 -0.4884 209.6944 0
N37 0.4621 0.1447 0.0048 0.0753 0.0000 0.5373 319.2494 0
N36 1.6824 0.0624 0.0173 2.0395 0.0000 3.7219 2693.2252 0
N35 73.4247 2.8766 0.7567 335.0827 0.0000 408.5074 2384.9529 0
N34 -3.1926 -3.5337 0.0329 0.5003 0.0000 -2.6924 90.0981 0
N33 -4.6857 -0.2479 0.0483 6.2888 0.0000 1.6031 1887.3495 0
N31 -1.8720 -0.3901 0.0193 0.3199 0.0000 -1.5521 479.7555 0
N30 1.8997 0.0972 0.0196 0.8063 0.0000 2.7059 1954.0581 0
N29 -4.7560 -0.4240 0.0490 0.7915 0.0000 -3.9645 1121.3342 0
N28 -0.8945 -0.1624 0.0092 0.1031 0.0000 -0.7914 550.8078 0
N27 -1.8008 -0.1180 0.0186 1.0883 0.0000 -0.7125 1525.9507 0
N26 -8.2168 -4.1784 0.0847 1.3767 0.0000 -6.8401 195.9624 0
N25 2.8107 0.1983 0.0290 0.2552 0.0000 3.0659 1417.2561 0
N24 -5.5660 -0.1680 0.0574 0.6079 0.0000 -4.9581 3313.2335 0
N23 -4.8529 -0.5602 0.0500 0.3583 0.0000 -4.4946 866.0736 0
N22 -3.1035 -0.0677 0.0320 1.0618 0.0000 -2.0417 4586.0244 0
N21 0.1907 0.0397 0.0020 1.0476 0.0000 1.2383 479.5410 0
N20 -0.3969 -0.0266 0.0041 0.1446 0.0000 -0.2523 1489.3341 0
N19 -2.0126 -0.0750 0.0207 1.0097 0.0000 -1.0029 2681.5950 0
N18 -4.9321 -0.1441 0.0508 1.1490 0.0000 -3.7831 3422.8867 0
N17 -5.3408 -0.0604 0.0550 1.5976 0.0000 -3.7432 8838.0923 0
N16 -5.6302 -0.0637 0.0580 3.0210 0.0000 -2.6092 8841.0742 0
N15 -3.3236 -0.0347 0.0343 6.0849 0.0000 2.7613 9578.4611 0
N14B -1.7782 -0.2759 0.0183 0.2837 0.0000 -1.4945 644.4504 0
N14A -0.7402 -0.0230 0.0076 7.6091 0.0500 6.8189 3216.5888 0
N13 -4.5743 -0.1424 0.0471 0.6200 0.0000 -3.9543 3212.9531 0
N12 -13.5298 -0.4189 0.1394 0.3838 0.0000 -13.1460 3229.4185 0
N11 -3.9159 -0.0895 0.0404 2.1524 0.0000 -1.7635 4372.0614 0
N10 -0.1394 -0.0282 0.0014 0.0674 0.0000 -0.0720 495.0108 0
N9 -1.1691 -0.2357 0.0120 0.1540 0.0000 -1.0151 496.0165 0
N8 -0.8715 -0.0905 0.0090 0.2598 0.0000 -0.6117 963.1314 0
N7 -0.6690 -0.1492 0.0069 0.0649 0.0000 -0.6042 448.5220 0
N6 -0.1014 -0.0054 0.0010 0.2512 0.0000 0.1498 1867.3908 0
N5 -0.0896 -0.0188 0.0009 0.1224 0.0000 0.0328 477.4946 0
N4 -3.1199 -0.0733 0.0322 0.6191 0.0000 -2.5007 4253.8278 0
N3 -15.8651 -0.1836 0.1635 4.1869 0.0000 -11.6782 8641.0478 0
N2 -9.6341 -0.0515 0.0993 7.3578 0.0000 -2.2762 18695.5669 0
N1 -1.9851 -0.0106 0.0205 1.2239 0.0000 -0.7612 18697.7625 0
N50 -0.0528 -0.6198 0.0005 0.0003 0.0000 -0.0525 8.5172 0
N49 -0.6219 -1.1400 0.0064 0.0004 0.0000 -0.6215 54.5528 0
N51 -0.7999 -0.4203 0.0082 0.0003 0.0000 -0.7996 190.3168 0
The total continuity error was -49.019 cubic meters
The remaining total volume was 395.19 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 150.2571 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N53 0.0000 0.0000 165.3856 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N52 0.0000 0.0000 60.9174 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N38 0.0000 0.0000 181.9421 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N51B 0.0000 0.0000 110.2821 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N50B 0.0000 0.0000 137.1912 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N49B 0.0000 0.0000 114.6775 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N47 0.0000 0.0000 260.1609 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N45 0.0000 0.0000 239.9009 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N43 0.0000 0.0000 147.7805 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N42 0.0000 0.0000 138.2560 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N44 0.0000 0.0000 201.2398 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N40 0.0000 0.0000 54.0296 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N39 0.0000 0.0000 104.5883 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N37 0.0000 0.0000 159.8757 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N36 0.0000 0.0000 199.4859 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N35 0.0000 0.0000 52.0393 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N31 0.0000 0.0000 239.0708 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N30 0.0000 0.0000 175.1031 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N29 0.0000 0.0000 457.2964 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N28 0.0000 0.0000 274.9697 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N27 0.0000 0.0000 486.8041 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N26 0.0000 0.0000 41.4348 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N23 0.0000 0.0000 430.7771 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N22 0.0000 0.0000 151.3815 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N21 0.0000 0.0000 240.3734 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N20 0.0000 0.0000 744.5146 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N19 0.0000 0.0000 595.5233 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N18 0.0000 0.0000 368.3607 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N17 0.0000 0.0000 97.8895 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N11 0.0000 0.0000 564.0281 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N10 0.0000 0.0000 247.4679 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N8 0.0000 0.0000 232.7534 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N7 0.0000 0.0000 223.9433 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N6 0.0000 0.0000 709.1742 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N5 0.0000 0.0000 238.7338 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N4 0.0000 0.0000 471.5156 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N2 0.0000 0.0000 233.0808 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 9349.1952 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 0.1331 0.0000
N53 0.0000 0.0000 0.0000 1.0704 0.0000
N52 0.0000 0.0000 0.0000 1.0702 0.0000
N38 0.0000 0.0000 0.0000 1.0822 0.0000
N51B 0.0000 0.0000 0.0000 1.2165 0.0000
N48 0.0000 0.0000 0.0000 1.0075 0.0000
N50B 0.0000 0.0000 0.0000 1.2077 0.0000
N49B 0.0000 0.0000 0.0000 1.2129 0.0000
N47 0.0000 0.0000 0.0000 0.5518 0.0000
N46 0.0000 0.0000 0.0000 0.8891 0.0000
N45 0.0000 0.0000 0.0000 1.0807 0.0000
N43 0.0000 0.0000 0.0000 0.0646 0.0000
N42 0.0000 0.0000 0.0000 0.0875 0.0000
N41 0.0000 0.0000 0.0000 0.3096 0.0000
N44 0.0000 0.0000 0.0000 0.0719 0.0000
N40 0.0000 0.0000 0.0000 0.8320 0.0000
N39 0.0000 0.0000 0.0000 1.0164 0.0000
N37 0.0000 0.0000 0.0000 0.0557 0.0000
N36 0.0000 0.0000 0.0000 1.2046 0.0000
N35 0.0000 0.0000 0.0000 466.0998 0.0000
N34 0.0000 0.0000 0.0000 0.5480 0.0000
N33 0.0000 0.0000 0.0000 0.5163 0.0000
N31 0.0000 0.0000 0.0000 0.0186 0.0000
N30 0.0000 0.0000 0.0000 1.5019 0.0000
N29 0.0000 0.0000 0.0000 0.1013 0.0000
N28 0.0000 0.0000 0.0000 0.0675 0.0000
N27 0.0000 0.0000 0.0000 1.3667 0.0000
N26 0.0000 0.0000 0.0000 0.1326 0.0000
N25 13.4375 0.0000 0.0000 0.7167 0.0000
N24 10.7431 0.0000 0.0000 1.3067 0.0000
N23 0.0000 0.0000 0.0000 0.1095 0.0000
N22 0.0000 0.0000 0.0000 1.4255 0.0000
N21 0.0000 0.0000 0.0000 1.0390 0.0000
N20 0.0000 0.0000 0.0000 0.3382 0.0000
N19 0.0000 0.0000 0.0000 0.4331 0.0000
N18 0.0000 0.0000 0.0000 1.2363 0.0000
N17 0.0000 0.0000 0.0000 1.1335 0.0000
N16 29.6597 0.0000 0.0000 1.5268 0.0000
N15 29.7569 0.0000 0.0000 1.0064 0.0000
N14B 0.0000 0.0000 0.0000 1.2095 0.0000
N14A 0.0000 0.0000 0.0000 0.9974 0.0000
N13 0.0000 0.0000 0.0000 0.6094 0.0000
N12 0.0000 0.0000 0.0000 0.6050 0.0000
N11 0.0000 0.0000 0.0000 0.7367 0.0000
N10 0.0000 0.0000 0.0000 0.2965 0.0000
N9 0.0000 0.0000 0.0000 0.8818 0.0000
N8 0.0000 0.0000 0.0000 0.9812 0.0000
N7 0.0000 0.0000 0.0000 1.0132 0.0000
N6 0.0000 0.0000 0.0000 1.0293 0.0000
N5 0.0000 0.0000 0.0000 0.5299 0.0000
N4 0.0000 0.0000 0.0000 0.7614 0.0000
N3 0.0000 0.0000 0.0000 0.6304 0.0000
N2 0.0000 0.0000 0.0000 0.6327 0.0000
N1 0.0000 0.0000 0.0000 0.6327 0.0000
N50 0.0000 0.0000 0.0000 0.0089 0.0000
N49 0.0000 0.0000 0.0000 0.0178 0.0000
N51 0.0000 0.0000 0.0000 0.0195 0.0000
*==================================*
| Simulation Specific Information |
*==================================*
Number of Input Conduits.......... 91 Number of Simulated Conduits...... 92
Number of Natural Channels........ 52 Number of Junctions............... 57
Number of Storage Junctions....... 1 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 0.011 percent
The Junction with the largest average change was.N27 with 0.116 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 150.2756 0.0209
N53 165.4077 0.0230
N52 60.9288 0.0085
N38 181.9636 0.0253
N51B 110.3033 0.0153
N50B 137.2168 0.0191
N49B 114.7001 0.0159
N47 260.1947 0.0361
N45 239.9335 0.0333
N43 147.8005 0.0205
N42 138.2817 0.0192
N44 201.2733 0.0280
N40 54.0395 0.0075
N39 104.6065 0.0145
N37 159.9023 0.0222
N36 199.5187 0.0277
N35 52.0504 0.0072
N31 239.1109 0.0332
N30 175.1349 0.0243
N29 457.3645 0.0635
N28 275.0151 0.0382
N27 486.8703 0.0676
N26 41.4395 0.0058
N23 430.8614 0.0598
N22 151.4024 0.0210
N21 240.4141 0.0334
N20 744.5734 0.1034
N19 595.5983 0.0827
N18 368.4011 0.0512
N17 97.9036 0.0136
N11 564.0875 0.0783
N10 247.5043 0.0344
N8 232.7860 0.0323
N7 223.9744 0.0311
N6 709.2496 0.0985
N5 238.7683 0.0332
N4 471.5811 0.0655
N2 233.1068 0.0324
N1 -9349.1952 -1.2985
Outflow Outflow Average
Junction Volume m^3 Outflow, cms
--------------- ------------ ------------
N1 9349.1952 1.2985
*=====================================================*
| Initial system volume = 0.0500 Cu M |
| Total system inflow volume = 9702.2060 Cu M |
| Inflow + Initial volume = 9702.2560 Cu M |
*=====================================================*
| Total system outflow = 9349.1952 Cu M |
| Volume left in system = 395.1893 Cu M |
| Evaporation = 0.0000 Cu M |
| Outflow + Final Volume = 9744.3846 Cu M |
*=====================================================*
*===============================================*
| Total Model Continuity Error |
| Error in Continuity, Percent = -0.4342 |
| Error in Continuity, m^3 = -42.129 |
| + Error means a continuity loss, - a gain |
*===============================================*
###################################################
# Table E22. Numerical Model judgement section #
###################################################
Your overall error was -0.4342 percent
Worst nodal error was in node N35 with 3.0782 percent
Of the total inflow this loss was 0.7568 percent
Your overall continuity error was Excellent
Excellent Efficiency
Efficiency of the simulation 1.32
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\mitigate.DAT
===> Your output file was named : C:\XPS\eagill\m5y1p5.out
*==============================================================*
| SWMM Simulation Date and Time Summary |
*==============================================================*
| Starting Date... October 12, 2017 Time... 15: 3: 8:90 |
| Ending Date... October 12, 2017 Time... 15: 3:20:79 |
| Elapsed Time... 0.19817 minutes or 11.89000 seconds |
*==============================================================*
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