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m2y2hr.out
From the archive XPXtrm.zip, inside Further information re: stormwater modelling - REC17/0011. File date in the archive: 2017-10-10 21:07.
2.0000 3.0055 2.2057 Natural
0908 N9 N8 2.5000 2.0000 3.0055 2.7083 Circular
0811 N8 N11 3.0000 2.0000 1.9326 1.9326 Natural
0804 N8 N4 2.0000 1.7000 2.7087 2.3395 Circular
0201 N2 N1 1.0500 0.9300 1.6219 1.5019 Natural
50b50 N50B N50 5.9000 5.7000 5.9052 5.7060 Natural
49b40 N49B N49 5.2000 5.0000 5.2121 5.0147 Natural
51b50 N51B N51 5.0000 4.8000 5.0153 4.8182 Natural
L610 N33 N14A 2.6000 1.6000 2.8629 2.4872 Circular
51b48 N51B N48 3.8000 3.6000 5.0153 4.6073 Circular
5352o N53 N52 8.4000 7.1000 8.4635 7.1632 Natural
5352u N53 N52 7.4000 6.1000 8.4635 7.1611 Circular
5238o N52 N38 7.1000 6.0000 7.1611 6.0628 Natural
5238u N52 N38 6.1000 5.0000 7.1611 6.0628 Circular
3851o N38 N51B 6.3000 5.0000 6.0628 5.0153 Natural
3851u N38 N51B 5.0000 3.8000 6.0628 5.0153 Circular
5049u N50B N49B 5.7000 5.0000 5.9052 5.2121 Circular
4948u N49B N48 4.0000 3.6000 5.2121 4.6073 Circular
4845o N48 N45 4.6000 3.5000 4.6073 3.5734 Natural
4845u N48 N45 3.6000 2.5000 4.6073 3.5734 Circular
4746o N47 N46 4.6000 4.0000 3.7773 3.7773 Natural
4746u N47 N46 3.6000 3.0000 3.9539 3.7773 Circular
4645o N46 N45 4.0000 3.5000 3.7773 3.5734 Natural
4645u N46 N45 3.0000 2.5000 3.7773 3.5734 Circular
4140o N41 N40 7.6000 6.6000 6.3208 6.3208 Natural
4140u N41 N40 6.6000 5.6000 6.8426 6.3208 Circular
4038o N40 N38 6.6000 6.0000 6.3208 6.0628 Natural
4038u N40 N38 5.6000 5.0000 6.3208 6.0628 Circular
3938o N39 N38 7.0000 6.0000 7.0141 6.0628 Natural
3938u N39 N38 6.0000 5.0000 7.0141 6.0628 Circular
3836o N38 N36 6.0000 5.5200 6.0628 5.6285 Natural
3836u N38 N36 5.0000 4.4700 6.0628 5.6285 Circular
3635o N36 N35 5.6000 5.4500 5.6285 5.4779 Natural
3635u N36 N35 4.4700 4.0000 5.6285 4.9707 Circular
3533o N35 N33 4.8600 4.6800 4.9707 4.7876 Rectangle
3533u N35 N33 4.0000 3.9000 4.9707 4.0000 Rectangle
2217o N22 N17 3.4000 2.9500 2.5908 2.5908 Natural
2217u N22 N17 1.8600 1.7500 2.9751 2.5908 Circular
2019o N20 N19 7.0000 6.0000 4.8340 4.8340 Natural
2019u N20 N19 6.0000 4.5000 6.2919 4.8340 Circular
1918o N19 N18 6.0000 3.0000 4.8340 3.0255 Natural
1918u N19 N18 4.5000 1.9000 4.8340 3.0255 Circular
1817o N18 N17 3.0000 2.9500 3.0256 2.9589 Natural
1817u N18 N17 1.9000 1.7500 3.0256 2.5908 Circular
1009o N10 N9 4.6000 3.5000 3.0055 3.0055 Natural
1009u N10 N9 3.6000 2.5000 3.7874 3.0055 Circular
0706o N7 N6 5.0000 4.5000 5.0076 4.5189 Natural
0706u N7 N6 4.0000 3.5000 5.0076 4.5189 Circular
0604o N6 N4 4.5000 2.8000 4.5189 2.8176 Natural
0604u N6 N4 3.5000 1.7000 4.5189 2.3395 Circular
0504o N5 N4 4.3000 2.8000 2.3395 2.3395 Natural
0504u N5 N4 3.3000 1.7000 3.5440 2.3395 Circular
0403o N4 N3 2.8000 2.0000 1.6604 1.6604 Natural
0403u N4 N3 1.7000 1.1000 2.3395 1.6604 Circular
0302o N3 N2 1.8200 1.8100 1.6219 1.6219 Natural
0302u N3 N2 1.1000 1.0500 1.6604 1.6219 Rectangle
14b14ao N14B N14A 2.9900 2.5000 2.4872 2.4872 Natural
14b14au N14B N14A 1.8000 1.6000 2.9783 2.4872 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 0.1505 0.0810 0.0025 0.0987 0.0000 0.2492 185.9066 0
N53 -1.7334 -0.4420 0.0288 0.1072 0.0000 -1.6262 392.1158 0
N52 0.9989 0.2134 0.0166 0.0558 0.0000 1.0547 468.1687 0
N38 -3.4626 -0.2294 0.0575 0.5901 0.0000 -2.8724 1509.2915 0
N51B -0.6509 -0.1280 0.0108 0.1187 0.0000 -0.5322 508.2929 0
N48 -1.5396 -0.2297 0.0256 0.1405 0.0000 -1.3991 670.2254 0
N50B 0.2646 0.1563 0.0044 1.0111 0.0000 1.2757 168.8013 0
N49B -0.5906 -0.1924 0.0098 0.0230 0.0000 -0.5677 306.9638 0
N47 -0.0549 -0.0169 0.0009 0.0255 0.0000 -0.0294 325.6948 0
N46 -0.7768 -0.2198 0.0129 0.0869 0.0000 -0.6899 353.4404 0
N45 14.7304 1.1261 0.2448 0.5127 0.0000 15.2431 1307.8832 0
N43 -0.0448 -0.0244 0.0007 0.0221 0.0000 -0.0226 183.0581 0
N42 -0.3416 -0.0963 0.0057 0.0413 0.0000 -0.3003 354.7957 0
N41 -0.0091 -0.0026 0.0002 0.0415 0.0000 0.0323 355.0978 0
N44 -0.3851 -0.1541 0.0064 0.0242 0.0000 -0.3609 249.8420 0
N40 -5.8746 -0.8664 0.0976 0.1088 0.0000 -5.7658 677.9965 0
N39 -0.0888 -0.0684 0.0015 0.0130 0.0000 -0.0758 129.7383 0
N37 0.9471 0.4801 0.0157 0.0313 0.0000 0.9783 197.2589 0
N36 2.8576 0.1807 0.0475 1.1610 0.0000 4.0186 1580.5246 0
N35 50.1353 3.4416 0.8332 266.6029 0.0000 316.7382 1323.4521 0
N34 -0.0003 0.0000 0.0000 0.0003 0.0000 0.0000 0.0000 0
N33 -1.0641 -0.1059 0.0177 5.8618 0.0000 4.7978 1001.9979 0
N31 -0.8793 -0.2958 0.0146 0.1338 0.0000 -0.7454 297.1984 0
N30 0.3237 0.0273 0.0054 0.3881 0.0000 0.7118 1185.0754 0
N29 -3.6868 -0.5527 0.0613 0.4821 0.0000 -3.2047 666.8368 0
N28 -0.5716 -0.1674 0.0095 0.0441 0.0000 -0.5275 341.4821 0
N27 -2.0880 -0.2203 0.0347 0.8372 0.0000 -1.2508 947.1826 0
N26 -6.3521 -6.9230 0.1056 1.0758 0.0000 -5.2762 91.2154 0
N25 0.2436 0.0267 0.0040 0.1143 0.0000 0.3578 913.6185 0
N24 -3.0839 -0.1468 0.0513 0.2798 0.0000 -2.8041 2100.4386 0
N23 -3.3813 -0.6296 0.0562 0.1128 0.0000 -3.2685 537.0283 0
N22 -2.3434 -0.0827 0.0389 0.4271 0.0000 -1.9162 2832.5732 0
N21 0.1656 0.0557 0.0028 1.0208 0.0000 1.1864 296.8044 0
N20 -0.2279 -0.0246 0.0038 0.0776 0.0000 -0.1503 924.7813 0
N19 -1.5920 -0.0956 0.0265 0.5054 0.0000 -1.0866 1664.6433 0
N18 -2.3214 -0.1093 0.0386 0.5749 0.0000 -1.7465 2124.1565 0
N17 -3.3965 -0.0626 0.0564 0.8982 0.0000 -2.4982 5421.0777 0
N16 -4.7162 -0.0869 0.0784 2.2695 0.0000 -2.4467 5423.5487 0
N15 -3.4192 -0.0541 0.0568 4.6370 0.0000 1.2178 6315.4222 0
N14B -1.5749 -0.4539 0.0262 0.2535 0.0000 -1.3214 346.8643 0
N14A -1.3088 -0.0886 0.0218 7.0490 0.0500 5.6902 1473.5542 0
N13 -4.7818 -0.3249 0.0795 0.5028 0.0000 -4.2791 1471.6635 0
N12 -10.3209 -0.6947 0.1715 0.1570 0.0000 -10.1639 1485.5739 0
N11 -9.8031 -0.4449 0.1629 1.1664 0.0000 -8.6367 2203.0781 0
N10 -0.1316 -0.0429 0.0022 0.0313 0.0000 -0.1003 307.1006 0
N9 -0.5188 -0.1686 0.0086 0.0720 0.0000 -0.4468 307.6233 0
N8 -0.7183 -0.1202 0.0119 0.1185 0.0000 -0.5998 597.4722 0
N7 -0.1791 -0.0644 0.0030 0.0317 0.0000 -0.1474 278.0578 0
N6 0.1023 0.0088 0.0017 0.1190 0.0000 0.2213 1158.5754 0
N5 -0.0455 -0.0154 0.0008 0.0546 0.0000 0.0091 296.2048 0
N4 -2.5518 -0.0967 0.0424 0.2883 0.0000 -2.2636 2639.7305 0
N3 -11.5845 -0.2382 0.1925 2.7209 0.0000 -8.8636 4861.5711 0
N2 -8.0532 -0.0702 0.1338 5.4634 0.0000 -2.5897 11474.6242 0
N1 -1.6999 -0.0148 0.0283 0.8815 0.0000 -0.8184 11477.2566 0
N50 0.0092 0.2922 0.0002 0.0003 0.0000 0.0095 3.1469 0
N49 -0.3803 -1.4256 0.0063 0.0004 0.0000 -0.3799 26.6754 0
N51 -0.4682 -0.3851 0.0078 0.0003 0.0000 -0.4679 121.5794 0
The total continuity error was -37.869 cubic meters
The remaining total volume was 309.47 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 93.0607 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N53 0.0000 0.0000 102.4030 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N52 0.0000 0.0000 37.7413 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N38 0.0000 0.0000 112.8925 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N51B 0.0000 0.0000 68.3208 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N50B 0.0000 0.0000 85.0270 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N49B 0.0000 0.0000 71.0392 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N47 0.0000 0.0000 161.2529 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N45 0.0000 0.0000 148.6836 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N43 0.0000 0.0000 91.4993 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N42 0.0000 0.0000 85.6699 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N44 0.0000 0.0000 124.7197 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N40 0.0000 0.0000 33.4907 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N39 0.0000 0.0000 64.8186 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N37 0.0000 0.0000 99.1031 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N36 0.0000 0.0000 123.6480 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N35 0.0000 0.0000 32.2450 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N31 0.0000 0.0000 148.1881 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N30 0.0000 0.0000 108.5039 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N29 0.0000 0.0000 283.5227 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N28 0.0000 0.0000 170.4356 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N27 0.0000 0.0000 301.9120 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N26 0.0000 0.0000 25.6984 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N23 0.0000 0.0000 266.8576 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N22 0.0000 0.0000 93.7229 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N21 0.0000 0.0000 148.9671 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N20 0.0000 0.0000 462.2866 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N19 0.0000 0.0000 369.2843 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N18 0.0000 0.0000 228.3888 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N17 0.0000 0.0000 60.6598 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N11 0.0000 0.0000 349.5674 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N10 0.0000 0.0000 153.4903 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N8 0.0000 0.0000 144.3903 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N7 0.0000 0.0000 138.9268 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N6 0.0000 0.0000 440.2780 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N5 0.0000 0.0000 148.0857 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N4 0.0000 0.0000 292.5276 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N2 0.0000 0.0000 144.4520 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 5739.0319 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 0.1263 0.0000
N53 0.0000 0.0000 0.0000 1.0635 0.0000
N52 0.0000 0.0000 0.0000 1.0611 0.0000
N38 0.0000 0.0000 0.0000 1.0628 0.0000
N51B 0.0000 0.0000 0.0000 1.2153 0.0000
N48 0.0000 0.0000 0.0000 1.0073 0.0000
N50B 0.0000 0.0000 0.0000 1.2052 0.0000
N49B 0.0000 0.0000 0.0000 1.2121 0.0000
N47 0.0000 0.0000 0.0000 0.3539 0.0000
N46 0.0000 0.0000 0.0000 0.7773 0.0000
N45 0.0000 0.0000 0.0000 1.0734 0.0000
N43 0.0000 0.0000 0.0000 0.0613 0.0000
N42 0.0000 0.0000 0.0000 0.0831 0.0000
N41 0.0000 0.0000 0.0000 0.2426 0.0000
N44 0.0000 0.0000 0.0000 0.0674 0.0000
N40 0.0000 0.0000 0.0000 0.7208 0.0000
N39 0.0000 0.0000 0.0000 1.0141 0.0000
N37 0.0000 0.0000 0.0000 0.0531 0.0000
N36 0.0000 0.0000 0.0000 1.1585 0.0000
N35 0.0000 0.0000 0.0000 432.5404 0.0000
N34 0.0000 0.0000 0.0000 0.0000 0.0000
N33 0.0000 0.0000 0.0000 0.2629 0.0000
N31 0.0000 0.0000 0.0000 0.0172 0.0000
N30 0.0000 0.0000 0.0000 1.2519 0.0000
N29 0.0000 0.0000 0.0000 0.0897 0.0000
N28 0.0000 0.0000 0.0000 0.0642 0.0000
N27 0.0000 0.0000 0.0000 1.3621 0.0000
N26 0.0000 0.0000 0.0000 0.0937 0.0000
N25 5.9931 0.0000 0.0000 0.6033 0.0000
N24 3.9722 0.0000 0.0000 1.0251 0.0000
N23 0.0000 0.0000 0.0000 0.1045 0.0000
N22 0.0000 0.0000 0.0000 1.1155 0.0000
N21 0.0000 0.0000 0.0000 1.0361 0.0000
N20 0.0000 0.0000 0.0000 0.2919 0.0000
N19 0.0000 0.0000 0.0000 0.3340 0.0000
N18 0.0000 0.0000 0.0000 1.1255 0.0000
N17 0.0000 0.0000 0.0000 0.8408 0.0000
N16 12.3611 0.0000 0.0000 1.3774 0.0000
N15 15.7222 0.0000 0.0000 0.9580 0.0000
N14B 0.0000 0.0000 0.0000 1.1783 0.0000
N14A 0.0000 0.0000 0.0000 0.8872 0.0000
N13 0.0000 0.0000 0.0000 0.5197 0.0000
N12 0.0000 0.0000 0.0000 0.5257 0.0000
N11 0.0000 0.0000 0.0000 0.5926 0.0000
N10 0.0000 0.0000 0.0000 0.1874 0.0000
N9 0.0000 0.0000 0.0000 0.5055 0.0000
N8 0.0000 0.0000 0.0000 0.7085 0.0000
N7 0.0000 0.0000 0.0000 1.0076 0.0000
N6 0.0000 0.0000 0.0000 1.0189 0.0000
N5 0.0000 0.0000 0.0000 0.2441 0.0000
N4 0.0000 0.0000 0.0000 0.6395 0.0000
N3 0.0000 0.0000 0.0000 0.5604 0.0000
N2 0.0000 0.0000 0.0000 0.5719 0.0000
N1 0.0000 0.0000 0.0000 0.5719 0.0000
N50 0.0000 0.0000 0.0000 0.0060 0.0000
N49 0.0000 0.0000 0.0000 0.0147 0.0000
N51 0.0000 0.0000 0.0000 0.0182 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..0201 with 0.009 percent
The Junction with the largest average change was.N27 with 0.076 percent
The Conduit with the largest sinuosity was.......51b48 with 4.053
*===================================================================*
| 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 93.0753 0.0129
N53 102.4209 0.0142
N52 37.7518 0.0052
N38 112.9102 0.0157
N51B 68.3404 0.0095
N50B 85.0504 0.0118
N49B 71.0602 0.0099
N47 161.2815 0.0224
N45 148.7113 0.0207
N43 91.5157 0.0127
N42 85.6935 0.0119
N44 124.7493 0.0173
N40 33.4997 0.0047
N39 64.8351 0.0090
N37 99.1268 0.0138
N36 123.6773 0.0172
N35 32.2558 0.0045
N31 148.2241 0.0206
N30 108.5329 0.0151
N29 283.5819 0.0394
N28 170.4761 0.0237
N27 301.9680 0.0419
N26 25.7021 0.0036
N23 266.9373 0.0371
N22 93.7401 0.0130
N21 149.0038 0.0207
N20 462.3306 0.0642
N19 369.3474 0.0513
N18 228.4208 0.0317
N17 60.6716 0.0084
N11 349.6133 0.0486
N10 153.5217 0.0213
N8 144.4181 0.0201
N7 138.9532 0.0193
N6 440.3373 0.0612
N5 148.1154 0.0206
N4 292.5832 0.0406
N2 144.4724 0.0201
N1 -5739.0319 -0.7971
Outflow Outflow Average
Junction Volume m^3 Outflow, cms
--------------- ------------ ------------
N1 5739.0319 0.7971
*=====================================================*
| Initial system volume = 0.0500 Cu M |
| Total system inflow volume = 6015.7610 Cu M |
| Inflow + Initial volume = 6015.8110 Cu M |
*=====================================================*
| Total system outflow = 5739.0319 Cu M |
| Volume left in system = 309.4678 Cu M |
| Evaporation = 0.0000 Cu M |
| Outflow + Final Volume = 6048.4997 Cu M |
*=====================================================*
*===============================================*
| Total Model Continuity Error |
| Error in Continuity, Percent = -0.5434 |
| Error in Continuity, m^3 = -32.689 |
| + Error means a continuity loss, - a gain |
*===============================================*
###################################################
# Table E22. Numerical Model judgement section #
###################################################
Your overall error was -0.5434 percent
Worst nodal error was in node N35 with 3.7873 percent
Of the total inflow this loss was 0.8334 percent
Your overall continuity error was Excellent
Excellent Efficiency
Efficiency of the simulation 1.24
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\m2y2hr.out
*==============================================================*
| SWMM Simulation Date and Time Summary |
*==============================================================*
| Starting Date... October 10, 2017 Time... 21: 6:55:48 |
| Ending Date... October 10, 2017 Time... 21: 7: 6:37 |
| Elapsed Time... 0.18150 minutes or 10.89000 seconds |
*==============================================================*
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