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m10y1hr.out
From the archive XPXtrm.zip, inside Further information re: stormwater modelling - REC17/0011. File date in the archive: 2017-10-12 15:11.
1.8600 1.6000 2.5974 2.7297 Natural
1312 N13 N12 1.8600 1.6800 2.5974 2.3730 Natural
1211 N12 N11 1.6800 1.3400 2.3730 2.2169 Natural
1103 N11 N3 1.3400 1.1000 2.2169 1.9081 Natural
0912 N9 N12 3.5000 2.0000 3.5158 2.3730 Natural
0908 N9 N8 2.5000 2.0000 3.5158 3.0393 Circular
0811 N8 N11 3.0000 2.0000 3.0393 2.2169 Natural
0804 N8 N4 2.0000 1.7000 3.0393 2.8244 Circular
0201 N2 N1 1.0500 0.9300 1.8412 1.7227 Natural
50b50 N50B N50 5.9000 5.7000 5.9130 5.7176 Natural
49b40 N49B N49 5.2000 5.0000 5.2164 5.0244 Natural
51b50 N51B N51 5.0000 4.8000 5.0196 4.8225 Natural
L610 N33 N14A 2.6000 1.6000 3.4677 2.7297 Circular
51b48 N51B N48 3.8000 3.6000 5.0196 4.6082 Circular
5352o N53 N52 8.4000 7.1000 8.4941 7.2005 Natural
5352u N53 N52 7.4000 6.1000 8.4941 7.2005 Circular
5238o N52 N38 7.1000 6.0000 7.2005 6.1128 Natural
5238u N52 N38 6.1000 5.0000 7.2005 6.1128 Circular
3851o N38 N51B 6.3000 5.0000 6.1128 5.0196 Natural
3851u N38 N51B 5.0000 3.8000 6.1128 5.0196 Circular
5049u N50B N49B 5.7000 5.0000 5.9130 5.2164 Circular
4948u N49B N48 4.0000 3.6000 5.2164 4.6082 Circular
4845o N48 N45 4.6000 3.5000 4.6082 3.5963 Natural
4845u N48 N45 3.6000 2.5000 4.6082 3.5963 Circular
4746o N47 N46 4.6000 4.0000 4.6131 4.0471 Natural
4746u N47 N46 3.6000 3.0000 4.6131 4.0471 Circular
4645o N46 N45 4.0000 3.5000 4.0471 3.5963 Natural
4645u N46 N45 3.0000 2.5000 4.0471 3.5963 Circular
4140o N41 N40 7.6000 6.6000 7.6073 6.6382 Natural
4140u N41 N40 6.6000 5.6000 7.6073 6.6382 Circular
4038o N40 N38 6.6000 6.0000 6.6382 6.1128 Natural
4038u N40 N38 5.6000 5.0000 6.6382 6.1128 Circular
3938o N39 N38 7.0000 6.0000 7.0227 6.1128 Natural
3938u N39 N38 6.0000 5.0000 7.0227 6.1128 Circular
3836o N38 N36 6.0000 5.5200 6.1128 5.7271 Natural
3836u N38 N36 5.0000 4.4700 6.1128 5.7271 Circular
3635o N36 N35 5.6000 5.4500 5.7271 5.5770 Natural
3635u N36 N35 4.4700 4.0000 5.7271 5.0736 Circular
3533o N35 N33 4.8600 4.6800 5.0736 4.8889 Rectangle
3533u N35 N33 4.0000 3.9000 5.0736 4.0000 Rectangle
2217o N22 N17 3.4000 2.9500 3.5347 3.0839 Natural
2217u N22 N17 1.8600 1.7500 3.5347 3.0661 Circular
2019o N20 N19 7.0000 6.0000 7.0216 6.0207 Natural
2019u N20 N19 6.0000 4.5000 7.0216 6.0073 Circular
1918o N19 N18 6.0000 3.0000 6.0051 3.2043 Natural
1918u N19 N18 4.5000 1.9000 6.0051 3.2043 Circular
1817o N18 N17 3.0000 2.9500 3.2043 3.0988 Natural
1817u N18 N17 1.9000 1.7500 3.2043 3.0661 Circular
1009o N10 N9 4.6000 3.5000 4.5508 3.5158 Natural
1009u N10 N9 3.6000 2.5000 4.5508 3.5158 Circular
0706o N7 N6 5.0000 4.5000 5.0262 4.5543 Natural
0706u N7 N6 4.0000 3.5000 5.0262 4.5543 Circular
0604o N6 N4 4.5000 2.8000 4.5543 2.8538 Natural
0604u N6 N4 3.5000 1.7000 4.5543 2.8244 Circular
0504o N5 N4 4.3000 2.8000 4.3165 2.8244 Natural
0504u N5 N4 3.3000 1.7000 4.3165 2.8244 Circular
0403o N4 N3 2.8000 2.0000 2.8244 2.0172 Natural
0403u N4 N3 1.7000 1.1000 2.8244 1.9081 Circular
0302o N3 N2 1.8200 1.8100 1.9081 1.8637 Natural
0302u N3 N2 1.1000 1.0500 1.9081 1.8412 Rectangle
14b14ao N14B N14A 2.9900 2.5000 3.0580 2.7297 Natural
14b14au N14B N14A 1.8000 1.6000 3.0580 2.7297 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 -0.8906 -0.2976 0.0093 0.1064 0.0000 -0.7842 299.1794 0
N53 -1.8515 -0.2939 0.0193 0.1188 0.0000 -1.7326 629.8723 0
N52 0.3945 0.0525 0.0041 0.0602 0.0000 0.4546 750.9178 0
N38 -6.2837 -0.2592 0.0657 0.7481 0.0000 -5.5356 2423.5069 0
N51B -0.7526 -0.1195 0.0079 0.1147 0.0000 -0.6379 629.8018 0
N48 -1.8768 -0.2481 0.0196 0.1126 0.0000 -1.7642 756.4154 0
N50B 0.1954 0.0728 0.0020 1.0115 0.0000 1.2069 268.0087 0
N49B -0.6699 -0.1468 0.0070 0.0210 0.0000 -0.6490 456.2901 0
N47 -0.7130 -0.1292 0.0074 0.0275 0.0000 -0.6855 552.0043 0
N46 -4.8097 -0.7339 0.0503 0.0870 0.0000 -4.7227 655.3458 0
N45 12.3465 0.6565 0.1290 0.4968 0.0000 12.8433 1880.3807 0
N43 -0.1299 -0.0443 0.0014 0.0233 0.0000 -0.1066 293.3286 0
N42 -0.6962 -0.1231 0.0073 0.0435 0.0000 -0.6527 565.7070 0
N41 -0.0101 -0.0018 0.0001 0.0408 0.0000 0.0306 566.3070 0
N44 -1.4579 -0.3668 0.0152 0.0256 0.0000 -1.4323 397.5051 0
N40 -14.8047 -1.3633 0.1547 0.1172 0.0000 -14.6875 1085.8779 0
N39 -1.2078 -0.5840 0.0126 0.0190 0.0000 -1.1889 206.7928 0
N37 -0.3972 -0.1262 0.0042 0.0331 0.0000 -0.3642 314.6327 0
N36 -5.4065 -0.1710 0.0565 1.3521 0.0000 -4.0544 3160.1421 0
N35 12.6671 0.4070 0.1324 281.2257 0.0000 293.8928 2971.9507 0
N34 -3.5749 -0.7140 0.0374 0.5003 0.0000 -3.0746 500.4440 0
N33 -6.4281 -0.2944 0.0672 5.9592 0.0000 -0.4690 2180.6709 0
N31 1.8808 0.4019 0.0197 0.1411 0.0000 2.0219 467.8933 0
N30 -7.1250 -0.3293 0.0744 0.4105 0.0000 -6.7145 2163.6659 0
N29 -0.6659 -0.0494 0.0070 0.5187 0.0000 -0.1473 1346.9775 0
N28 -1.1978 -0.2210 0.0125 0.0466 0.0000 -1.1512 541.9578 0
N27 -1.9013 -0.1264 0.0199 0.8881 0.0000 -1.0132 1503.2193 0
N26 -9.6984 -2.2103 0.1013 1.1490 0.0000 -8.5494 438.2041 0
N25 1.6968 0.1470 0.0177 0.1221 0.0000 1.8189 1154.5263 0
N24 -5.3636 -0.1852 0.0560 0.2971 0.0000 -5.0665 2895.9149 0
N23 7.4761 0.8916 0.0781 0.1164 0.0000 7.5924 838.4558 0
N22 -12.1650 -0.2675 0.1271 0.4503 0.0000 -11.7147 4546.9811 0
N21 1.1252 0.2389 0.0118 1.0218 0.0000 2.1470 470.3987 0
N20 -4.7746 -0.3232 0.0499 0.0833 0.0000 -4.6913 1477.1968 0
N19 -3.0997 -0.1165 0.0324 0.5516 0.0000 -2.5481 2660.6796 0
N18 5.9910 0.1769 0.0626 0.6267 0.0000 6.6176 3386.8827 0
N17 -0.9447 -0.0110 0.0099 0.9486 0.0000 0.0039 8599.2278 0
N16 -4.2586 -0.0497 0.0445 2.3394 0.0000 -1.9192 8572.2873 0
N15 -2.0268 -0.0251 0.0212 4.7397 0.0000 2.7129 8084.6013 0
N14B -6.5579 -0.6788 0.0685 0.2606 0.0000 -6.2973 966.0270 0
N14A 4.2118 0.0879 0.0440 7.1777 0.0500 11.3395 4787.9039 0
N13 -6.6745 -0.1396 0.0697 0.5301 0.0000 -6.1444 4782.0176 0
N12 16.7060 0.3491 0.1746 0.1825 0.0000 16.8885 4784.9334 0
N11 37.9201 0.6397 0.3962 1.2478 0.0000 39.1679 5926.7085 0
N10 -0.1175 -0.0242 0.0012 0.0331 0.0000 -0.0844 486.3464 0
N9 -1.7646 -0.3615 0.0184 0.0762 0.0000 -1.6883 488.0418 0
N8 -1.3649 -0.1461 0.0143 0.1264 0.0000 -1.2385 934.3042 0
N7 -1.5355 -0.3476 0.0160 0.0337 0.0000 -1.5018 441.7333 0
N6 -4.7442 -0.2570 0.0496 0.1277 0.0000 -4.6164 1845.6160 0
N5 -0.4401 -0.0937 0.0046 0.0585 0.0000 -0.3816 469.5236 0
N4 -4.4530 -0.1083 0.0465 0.3089 0.0000 -4.1441 4109.9034 0
N3 -22.9775 -0.2293 0.2401 2.8306 0.0000 -20.1469 10020.6120 0
N2 -7.7602 -0.0418 0.0811 5.5980 0.0000 -2.1621 18582.1337 0
N1 -1.1392 -0.0061 0.0119 0.9046 0.0000 -0.2346 18576.8802 0
N50 0.2626 0.7244 0.0027 0.0003 0.0000 0.2629 36.2493 0
N49 3.2314 3.1938 0.0338 0.0004 0.0000 3.2317 101.1760 0
N51 1.3383 0.5900 0.0140 0.0003 0.0000 1.3386 226.8358 0
The total continuity error was -57.268 cubic meters
The remaining total volume was 326.19 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 149.1808 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N53 0.0000 0.0000 164.0709 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N52 0.0000 0.0000 59.8906 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N38 0.0000 0.0000 179.5273 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N51B 0.0000 0.0000 108.4015 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N50B 0.0000 0.0000 134.6006 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N49B 0.0000 0.0000 112.7025 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N47 0.0000 0.0000 257.6376 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N45 0.0000 0.0000 237.4481 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N43 0.0000 0.0000 146.5818 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N42 0.0000 0.0000 135.7679 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N44 0.0000 0.0000 198.0064 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N40 0.0000 0.0000 53.0033 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N39 0.0000 0.0000 102.7871 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N37 0.0000 0.0000 157.1078 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N36 0.0000 0.0000 196.1510 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N35 0.0000 0.0000 50.9719 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N31 0.0000 0.0000 234.9329 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N30 0.0000 0.0000 172.0525 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N29 0.0000 0.0000 450.1049 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N28 0.0000 0.0000 270.3580 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N27 0.0000 0.0000 479.5156 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N26 0.0000 0.0000 40.9728 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N23 0.0000 0.0000 422.9913 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N22 0.0000 0.0000 150.1261 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N21 0.0000 0.0000 236.2471 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N20 0.0000 0.0000 736.2172 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N19 0.0000 0.0000 588.1484 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N18 0.0000 0.0000 365.2753 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N17 0.0000 0.0000 96.7588 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N11 0.0000 0.0000 560.9116 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N10 0.0000 0.0000 243.1137 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N8 0.0000 0.0000 228.7302 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N7 0.0000 0.0000 220.1028 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N6 0.0000 0.0000 698.8429 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N5 0.0000 0.0000 234.5421 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N4 0.0000 0.0000 463.3138 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N2 0.0000 0.0000 231.5887 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 9287.3381 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 0.1548 0.0000
N53 0.0000 0.0000 0.0000 1.0941 0.0000
N52 0.0000 0.0000 0.0000 1.1005 0.0000
N38 0.0000 0.0000 0.0000 1.1128 0.0000
N51B 0.0000 0.0000 0.0000 1.2196 0.0000
N48 0.0000 0.0000 0.0000 1.0082 0.0000
N50B 0.0000 0.0000 0.0000 1.2130 0.0000
N49B 0.0000 0.0000 0.0000 1.2164 0.0000
N47 0.0000 0.0000 0.0000 1.0131 0.0000
N46 0.0000 0.0000 0.0000 1.0471 0.0000
N45 0.0000 0.0000 0.0000 1.0963 0.0000
N43 0.0000 0.0000 0.0000 0.0737 0.0000
N42 0.0000 0.0000 0.0000 0.0997 0.0000
N41 0.0000 0.0000 0.0000 1.0073 0.0000
N44 0.0000 0.0000 0.0000 0.0853 0.0000
N40 0.0000 0.0000 0.0000 1.0382 0.0000
N39 0.0000 0.0000 0.0000 1.0227 0.0000
N37 0.0000 0.0000 0.0000 0.0638 0.0000
N36 0.0000 0.0000 0.0000 1.2571 0.0000
N35 0.0000 0.0000 0.0000 488.4017 0.0000
N34 0.0000 0.0000 0.0000 0.6250 0.0000
N33 0.0000 0.0000 0.0000 0.8677 0.0000
N31 0.0000 0.0000 0.0000 0.0217 0.0000
N30 0.0000 0.0000 0.0000 1.5606 0.0000
N29 0.0000 0.0000 0.0000 0.1300 0.0000
N28 0.0000 0.0000 0.0000 0.0771 0.0000
N27 0.0000 0.0000 0.0000 1.3763 0.0000
N26 0.0000 0.0000 0.0000 0.1969 0.0000
N25 24.6032 0.0000 0.0000 0.7900 0.0000
N24 24.5833 0.0000 0.0000 1.5018 0.0000
N23 0.0000 0.0000 0.0000 0.1247 0.0000
N22 0.0000 0.0000 0.0000 1.6747 0.0000
N21 0.0000 0.0000 0.0000 1.0665 0.0000
N20 0.0000 0.0000 0.0000 1.0216 0.0000
N19 0.0000 0.0000 0.0000 1.5073 0.0000
N18 0.0000 0.0000 0.0000 1.3043 0.0000
N17 0.0000 0.0000 0.0000 1.3161 0.0000
N16 33.5208 0.0000 0.0000 1.7333 0.0000
N15 34.7708 0.0000 0.0000 1.1356 0.0000
N14B 0.0000 0.0000 0.0000 1.2580 0.0000
N14A 0.0000 0.0000 0.0000 1.1297 0.0000
N13 0.0000 0.0000 0.0000 0.7374 0.0000
N12 0.0000 0.0000 0.0000 0.6930 0.0000
N11 0.0000 0.0000 0.0000 0.8769 0.0000
N10 0.0000 0.0000 0.0000 0.9514 0.0000
N9 0.0000 0.0000 0.0000 1.0158 0.0000
N8 0.0000 0.0000 0.0000 1.0393 0.0000
N7 0.0000 0.0000 0.0000 1.0262 0.0000
N6 0.0000 0.0000 0.0000 1.0543 0.0000
N5 0.0000 0.0000 0.0000 1.0165 0.0000
N4 0.0000 0.0000 0.0000 1.1244 0.0000
N3 0.0000 0.0000 0.0000 0.8081 0.0000
N2 0.0000 0.0000 0.0000 0.7912 0.0000
N1 0.0000 0.0000 0.0000 0.7927 0.0000
N50 0.0000 0.0000 0.0000 0.0176 0.0000
N49 0.0000 0.0000 0.0000 0.0244 0.0000
N51 0.0000 0.0000 0.0000 0.0225 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 0.034 percent
The Junction with the largest average change was.N1 with 0.176 percent
The Conduit with the largest sinuosity was.......1502 with 4.464
*===================================================================*
| 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 149.2098 0.0207
N53 164.1049 0.0228
N52 59.9070 0.0083
N38 179.5611 0.0249
N51B 108.4317 0.0151
N50B 134.6373 0.0187
N49B 112.7346 0.0157
N47 257.6895 0.0358
N45 237.4976 0.0330
N43 146.6125 0.0204
N42 135.8050 0.0189
N44 198.0554 0.0275
N40 53.0175 0.0074
N39 102.8136 0.0143
N37 157.1468 0.0218
N36 196.1993 0.0272
N35 50.9875 0.0071
N31 234.9916 0.0326
N30 172.0983 0.0239
N29 450.2071 0.0625
N28 270.4247 0.0376
N27 479.6164 0.0666
N26 40.9802 0.0057
N23 423.1121 0.0588
N22 150.1581 0.0209
N21 236.3069 0.0328
N20 736.3192 0.1023
N19 588.2648 0.0817
N18 365.3396 0.0507
N17 96.7799 0.0134
N11 561.0071 0.0779
N10 243.1684 0.0338
N8 228.7796 0.0318
N7 220.1501 0.0306
N6 698.9638 0.0971
N5 234.5941 0.0326
N4 463.4133 0.0644
N2 231.6298 0.0322
N1 -9287.3381 -1.2899
Outflow Outflow Average
Junction Volume m^3 Outflow, cms
--------------- ------------ ------------
N1 9287.3381 1.2899
*=====================================================*
| Initial system volume = 0.0500 Cu M |
| Total system inflow volume = 9568.6839 Cu M |
| Inflow + Initial volume = 9568.7339 Cu M |
*=====================================================*
| Total system outflow = 9287.3381 Cu M |
| Volume left in system = 326.1924 Cu M |
| Evaporation = 0.0000 Cu M |
| Outflow + Final Volume = 9613.5305 Cu M |
*=====================================================*
*===============================================*
| Total Model Continuity Error |
| Error in Continuity, Percent = -0.4682 |
| Error in Continuity, m^3 = -44.797 |
| + Error means a continuity loss, - a gain |
*===============================================*
###################################################
# Table E22. Numerical Model judgement section #
###################################################
Your overall error was -0.4682 percent
Worst nodal error was in node N11 with 0.6398 percent
Of the total inflow this loss was 0.3963 percent
Your overall continuity error was Excellent
Excellent Efficiency
Efficiency of the simulation 1.36
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\m10y1hr.out
*==============================================================*
| SWMM Simulation Date and Time Summary |
*==============================================================*
| Starting Date... October 12, 2017 Time... 15:11:12:54 |
| Ending Date... October 12, 2017 Time... 15:11:24:37 |
| Elapsed Time... 0.19717 minutes or 11.83000 seconds |
*==============================================================*
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