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mitcc.out
From the archive XPXtrm.zip, inside Further information re: stormwater modelling - REC17/0011. File date in the archive: 2017-10-12 09:57.
1.8600 1.6000 2.7781 3.0055 Natural
1312 N13 N12 1.8600 1.6800 2.7781 2.6817 Natural
1211 N12 N11 1.6800 1.3400 2.6817 2.4623 Natural
1103 N11 N3 1.3400 1.1000 2.4623 2.1246 Natural
0912 N9 N12 3.5000 2.0000 3.5364 2.6817 Natural
0908 N9 N8 2.5000 2.0000 3.5364 3.0599 Circular
0811 N8 N11 3.0000 2.0000 3.0599 2.4623 Natural
0804 N8 N4 2.0000 1.7000 3.0599 2.8983 Circular
0201 N2 N1 1.0500 0.9300 2.1038 1.9839 Natural
50b50 N50B N50 5.9000 5.7000 5.9215 5.7279 Natural
49b40 N49B N49 5.2000 5.0000 5.2227 5.0325 Natural
51b50 N51B N51 5.0000 4.8000 5.0254 4.8292 Natural
L610 N33 N14A 2.6000 1.6000 4.4726 3.0054 Circular
51b48 N51B N48 3.8000 3.6000 5.0254 4.6093 Circular
5352o N53 N52 8.4000 7.1000 8.5355 7.2521 Natural
5352u N53 N52 7.4000 6.1000 8.5355 7.2521 Circular
5238o N52 N38 7.1000 6.0000 7.2521 6.1706 Natural
5238u N52 N38 6.1000 5.0000 7.2521 6.1706 Circular
3851o N38 N51B 6.3000 5.0000 6.1706 5.0254 Natural
3851u N38 N51B 5.0000 3.8000 6.1706 5.0254 Circular
5049u N50B N49B 5.7000 5.0000 5.9215 5.2227 Circular
4948u N49B N48 4.0000 3.6000 5.2227 4.6093 Circular
4845o N48 N45 4.6000 3.5000 4.6093 3.6483 Natural
4845u N48 N45 3.6000 2.5000 4.6093 3.6483 Circular
4746o N47 N46 4.6000 4.0000 4.6795 4.1000 Natural
4746u N47 N46 3.6000 3.0000 4.6795 4.1000 Circular
4645o N46 N45 4.0000 3.5000 4.1000 3.6483 Natural
4645u N46 N45 3.0000 2.5000 4.1000 3.6483 Circular
4140o N41 N40 7.6000 6.6000 7.6863 6.7143 Natural
4140u N41 N40 6.6000 5.6000 7.6863 6.7143 Circular
4038o N40 N38 6.6000 6.0000 6.7143 6.1706 Natural
4038u N40 N38 5.6000 5.0000 6.7143 6.1706 Circular
3938o N39 N38 7.0000 6.0000 7.0332 6.1706 Natural
3938u N39 N38 6.0000 5.0000 7.0332 6.1706 Circular
3836o N38 N36 6.0000 5.5200 6.1706 5.8066 Natural
3836u N38 N36 5.0000 4.4700 6.1706 5.8066 Circular
3635o N36 N35 5.6000 5.4500 5.8066 5.6565 Natural
3635u N36 N35 4.4700 4.0000 5.8066 5.1444 Circular
3533o N35 N33 4.8600 4.6800 5.1444 4.9587 Rectangle
3533u N35 N33 4.0000 3.9000 5.1444 4.4727 Rectangle
2217o N22 N17 3.4000 2.9500 3.6759 3.2491 Natural
2217u N22 N17 1.8600 1.7500 3.6759 3.2491 Circular
2019o N20 N19 7.0000 6.0000 7.0443 6.1162 Natural
2019u N20 N19 6.0000 4.5000 7.0443 6.1162 Circular
1918o N19 N18 6.0000 3.0000 6.1162 3.2791 Natural
1918u N19 N18 4.5000 1.9000 6.1162 3.2791 Circular
1817o N18 N17 3.0000 2.9500 3.2791 3.2491 Natural
1817u N18 N17 1.9000 1.7500 3.2791 3.2491 Circular
1009o N10 N9 4.6000 3.5000 4.6295 3.5364 Natural
1009u N10 N9 3.6000 2.5000 4.6295 3.5364 Circular
0706o N7 N6 5.0000 4.5000 5.0444 4.5875 Natural
0706u N7 N6 4.0000 3.5000 5.0444 4.5875 Circular
0604o N6 N4 4.5000 2.8000 4.5875 2.8983 Natural
0604u N6 N4 3.5000 1.7000 4.5875 2.8983 Circular
0504o N5 N4 4.3000 2.8000 4.3373 2.8983 Natural
0504u N5 N4 3.3000 1.7000 4.3373 2.8983 Circular
0403o N4 N3 2.8000 2.0000 2.8983 2.1246 Natural
0403u N4 N3 1.7000 1.1000 2.8983 2.1246 Circular
0302o N3 N2 1.8200 1.8100 2.1246 2.1038 Natural
0302u N3 N2 1.1000 1.0500 2.1246 2.1038 Rectangle
14b14ao N14B N14A 2.9900 2.5000 3.1337 3.0054 Natural
14b14au N14B N14A 1.8000 1.6000 3.1337 3.0054 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 -1.7196 -0.3336 0.0105 0.1172 0.0000 -1.6024 515.4251 0
N53 -1.9815 -0.1828 0.0121 0.1315 0.0000 -1.8500 1083.8107 0
N52 0.9060 0.0703 0.0055 0.0656 0.0000 0.9715 1289.5178 0
N38 -7.2068 -0.1753 0.0440 0.8381 0.0000 -6.3687 4110.6957 0
N51B -0.7750 -0.0914 0.0047 0.1243 0.0000 -0.6507 847.9985 0
N48 -0.6059 -0.0694 0.0037 0.1215 0.0000 -0.4844 872.7567 0
N50B 0.0564 0.0123 0.0003 1.0120 0.0000 1.0684 458.5925 0
N49B -0.6266 -0.0905 0.0038 0.0223 0.0000 -0.6043 692.5535 0
N47 -4.2106 -0.4059 0.0257 0.0337 0.0000 -4.1769 1037.2321 0
N46 -4.7703 -0.3696 0.0291 0.0968 0.0000 -4.6735 1290.7379 0
N45 9.1073 0.3061 0.0556 0.5200 0.0000 9.6273 2974.6857 0
N43 -0.1321 -0.0262 0.0008 0.0248 0.0000 -0.1073 504.8049 0
N42 -0.8380 -0.0864 0.0051 0.0465 0.0000 -0.7916 969.8919 0
N41 -0.5173 -0.0533 0.0032 0.0442 0.0000 -0.4731 971.2156 0
N44 -6.4765 -0.9700 0.0395 0.0275 0.0000 -6.4490 667.6568 0
N40 -19.5284 -1.0672 0.1191 0.1271 0.0000 -19.4013 1829.7531 0
N39 -0.2723 -0.0774 0.0017 0.0203 0.0000 -0.2520 351.6876 0
N37 -1.2776 -0.2373 0.0078 0.0355 0.0000 -1.2421 538.2942 0
N36 -5.6471 -0.0819 0.0345 1.4764 0.0000 -4.1707 6896.8651 0
N35 -8.7132 -0.1256 0.0532 291.5906 0.0000 282.8774 6791.4791 0
N34 -7.7357 -0.2644 0.0472 0.5003 0.0000 -7.2354 2925.8323 0
N33 -6.6871 -0.1861 0.0408 6.0274 0.0000 -0.6597 3589.7262 0
N31 1.1607 0.1447 0.0071 0.1510 0.0000 1.3117 801.7866 0
N30 -11.6888 -0.2753 0.0713 0.4437 0.0000 -11.2451 4245.1298 0
N29 -3.3770 -0.1188 0.0206 0.5685 0.0000 -2.8085 2842.6895 0
N28 -1.6383 -0.1769 0.0100 0.0501 0.0000 -1.5882 926.2091 0
N27 -2.3274 -0.0905 0.0142 0.9531 0.0000 -1.3743 2570.3497 0
N26 -11.7232 -0.9084 0.0715 1.2429 0.0000 -10.4803 1289.8686 0
N25 1.9536 0.1365 0.0119 0.1331 0.0000 2.0868 1430.6857 0
N24 -5.4087 -0.1483 0.0330 0.3246 0.0000 -5.0841 3647.8987 0
N23 6.3307 0.4398 0.0386 0.1209 0.0000 6.4515 1439.5081 0
N22 -15.5965 -0.1824 0.0951 0.4874 0.0000 -15.1091 8549.9638 0
N21 1.2602 0.1563 0.0077 1.0232 0.0000 2.2833 805.5408 0
N20 -4.0084 -0.1586 0.0245 0.0797 0.0000 -3.9287 2527.9322 0
N19 -8.1853 -0.1796 0.0499 0.6092 0.0000 -7.5761 4555.9668 0
N18 45.1867 0.7826 0.2757 0.6996 0.0000 45.8863 5773.3901 0
N17 -7.7321 -0.0501 0.0472 1.0177 0.0000 -6.7144 15432.6967 0
N16 -3.7013 -0.0334 0.0226 2.4214 0.0000 -1.2799 11069.7333 0
N15 -0.8804 -0.0092 0.0054 4.8934 0.0000 4.0130 9516.6925 0
N14B -20.0376 -0.3074 0.1222 0.2654 0.0000 -19.7722 6518.9260 0
N14A -2.0576 -0.0159 0.0126 7.2654 0.0500 5.1578 12924.3588 0
N13 -17.6116 -0.1362 0.1074 0.5444 0.0000 -17.0672 12934.7720 0
N12 43.8246 0.3354 0.2674 0.2086 0.0000 44.0332 13066.6187 0
N11 4.7411 0.0308 0.0289 1.3578 0.0000 6.0989 15403.9802 0
N10 -1.8940 -0.2276 0.0116 0.0356 0.0000 -1.8584 832.2727 0
N9 -0.1802 -0.0216 0.0011 0.0819 0.0000 -0.0983 834.1547 0
N8 6.7153 0.4634 0.0410 0.1379 0.0000 6.8532 1449.0817 0
N7 -0.9166 -0.1218 0.0056 0.0365 0.0000 -0.8801 752.7947 0
N6 2.2421 0.0714 0.0137 0.1402 0.0000 2.3823 3141.5331 0
N5 -3.8533 -0.4787 0.0235 0.0651 0.0000 -3.7883 804.8472 0
N4 -0.4652 -0.0071 0.0028 0.3399 0.0000 -0.1253 6515.3146 0
N3 -46.1172 -0.2101 0.2813 2.9879 0.0000 -43.1293 21952.7772 0
N2 -18.8595 -0.0584 0.1151 5.7964 0.0000 -13.0631 32315.8360 0
N1 -2.4921 -0.0077 0.0152 0.9386 0.0000 -1.5535 32328.4778 0
N50 1.6241 1.0876 0.0099 0.0003 0.0000 1.6244 149.3258 0
N49 1.2217 0.4967 0.0075 0.0004 0.0000 1.2221 245.9513 0
N51 2.2587 0.5380 0.0138 0.0003 0.0000 2.2590 419.8493 0
The total continuity error was -141.88 cubic meters
The remaining total volume was 338.43 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 256.9217 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N53 0.0000 0.0000 282.4759 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N52 0.0000 0.0000 102.4452 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N38 0.0000 0.0000 307.4539 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N51B 0.0000 0.0000 185.4100 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N50B 0.0000 0.0000 229.8423 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N49B 0.0000 0.0000 192.7544 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N47 0.0000 0.0000 442.7064 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N45 0.0000 0.0000 407.8896 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N43 0.0000 0.0000 252.3442 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N42 0.0000 0.0000 232.0195 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N44 0.0000 0.0000 338.7698 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N40 0.0000 0.0000 90.4906 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N39 0.0000 0.0000 175.7250 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N37 0.0000 0.0000 268.5246 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N36 0.0000 0.0000 335.4128 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N35 0.0000 0.0000 86.9672 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N31 0.0000 0.0000 401.5565 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N30 0.0000 0.0000 294.1379 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N29 0.0000 0.0000 770.0226 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N28 0.0000 0.0000 462.2848 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N27 0.0000 0.0000 820.5445 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N26 0.0000 0.0000 70.2945 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N23 0.0000 0.0000 723.0321 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N22 0.0000 0.0000 258.4280 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N21 0.0000 0.0000 403.9087 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N20 0.0000 0.0000 1262.0266 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N19 0.0000 0.0000 1008.3838 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N18 0.0000 0.0000 628.0519 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N17 0.0000 0.0000 166.0752 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N11 0.0000 0.0000 966.5952 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N10 0.0000 0.0000 415.2250 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N8 0.0000 0.0000 390.6809 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N7 0.0000 0.0000 375.9752 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N6 0.0000 0.0000 1195.1727 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N5 0.0000 0.0000 400.5653 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N4 0.0000 0.0000 791.2537 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N2 0.0000 0.0000 398.8604 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 16165.0829 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 0.1876 0.0000
N53 0.0000 0.0000 0.0000 1.1355 0.0000
N52 0.0000 0.0000 0.0000 1.1521 0.0000
N38 0.0000 0.0000 0.0000 1.1706 0.0000
N51B 0.0000 0.0000 0.0000 1.2254 0.0000
N48 0.0000 0.0000 0.0000 1.0093 0.0000
N50B 0.0000 0.0000 0.0000 1.2215 0.0000
N49B 0.0000 0.0000 0.0000 1.2227 0.0000
N47 0.0000 0.0000 0.0000 1.0795 0.0000
N46 0.0000 0.0000 0.0000 1.1000 0.0000
N45 0.0000 0.0000 0.0000 1.1483 0.0000
N43 0.0000 0.0000 0.0000 0.0889 0.0000
N42 0.0000 0.0000 0.0000 0.1191 0.0000
N41 0.0000 0.0000 0.0000 1.0863 0.0000
N44 0.0000 0.0000 0.0000 0.0996 0.0000
N40 0.0000 0.0000 0.0000 1.1143 0.0000
N39 0.0000 0.0000 0.0000 1.0332 0.0000
N37 0.0000 0.0000 0.0000 0.0770 0.0000
N36 0.0000 0.0000 0.0000 1.3366 0.0000
N35 0.0000 0.0000 0.0000 527.7385 0.0000
N34 0.0000 0.0000 0.0000 0.7643 0.0000
N33 0.0000 0.0000 0.0000 1.8727 0.0000
N31 0.0000 0.0000 0.0000 0.0291 0.0000
N30 0.0000 0.0000 0.0000 1.6403 0.0000
N29 0.0000 0.0000 0.0000 0.1705 0.0000
N28 0.0000 0.0000 0.0000 0.0926 0.0000
N27 0.0000 0.0000 0.0000 1.4099 0.0000
N26 0.0000 0.0000 0.0000 0.2624 0.0000
N25 36.9905 0.0000 0.0000 0.8695 0.0000
N24 37.5833 0.0000 0.0000 1.6267 0.0000
N23 0.0000 0.0000 0.0000 0.1374 0.0000
N22 0.0000 0.0000 0.0000 1.8159 0.0000
N21 0.0000 0.0000 0.0000 1.2493 0.0000
N20 0.0000 0.0000 0.0000 1.0443 0.0000
N19 0.0000 0.0000 0.0000 1.6162 0.0000
N18 0.0000 0.0000 0.0000 1.3791 0.0000
N17 0.0000 0.0000 0.0000 1.4991 0.0000
N16 47.6806 0.0000 0.0000 1.9089 0.0000
N15 48.6528 0.0000 0.0000 1.3952 0.0000
N14B 0.0000 0.0000 0.0000 1.3337 0.0000
N14A 0.0000 0.0000 0.0000 1.4054 0.0000
N13 0.0000 0.0000 0.0000 0.9181 0.0000
N12 0.0000 0.0000 0.0000 1.0017 0.0000
N11 0.0000 0.0000 0.0000 1.1223 0.0000
N10 0.0000 0.0000 0.0000 1.0295 0.0000
N9 0.0000 0.0000 0.0000 1.0364 0.0000
N8 0.0000 0.0000 0.0000 1.0599 0.0000
N7 0.0000 0.0000 0.0000 1.0444 0.0000
N6 0.0000 0.0000 0.0000 1.0875 0.0000
N5 0.0000 0.0000 0.0000 1.0373 0.0000
N4 0.0000 0.0000 0.0000 1.1983 0.0000
N3 0.0000 0.0000 0.0000 1.0246 0.0000
N2 0.0000 0.0000 0.0000 1.0538 0.0000
N1 0.0000 0.0000 0.0000 1.0539 0.0000
N50 0.0000 0.0000 0.0000 0.0279 0.0000
N49 0.0000 0.0000 0.0000 0.0325 0.0000
N51 0.0000 0.0000 0.0000 0.0292 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 0.025 percent
The Junction with the largest average change was.N16 with 0.110 percent
The Conduit with the largest sinuosity was.......1502 with 4.701
*===================================================================*
| 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 256.9284 0.0357
N53 282.4839 0.0392
N52 102.4508 0.0142
N38 307.4628 0.0427
N51B 185.4206 0.0258
N50B 229.8545 0.0319
N49B 192.7660 0.0268
N47 442.7223 0.0615
N45 407.9049 0.0567
N43 252.3515 0.0350
N42 232.0317 0.0322
N44 338.7848 0.0471
N40 90.4952 0.0126
N39 175.7333 0.0244
N37 268.5363 0.0373
N36 335.4273 0.0466
N35 86.9732 0.0121
N31 401.5742 0.0558
N30 294.1528 0.0409
N29 770.0509 0.1070
N28 462.3048 0.0642
N27 820.5711 0.1140
N26 70.2963 0.0098
N23 723.0735 0.1004
N22 258.4356 0.0359
N21 403.9262 0.0561
N20 1262.0495 0.1753
N19 1008.4149 0.1401
N18 628.0691 0.0872
N17 166.0814 0.0231
N11 966.6210 0.1343
N10 415.2396 0.0577
N8 390.6938 0.0543
N7 375.9873 0.0522
N6 1195.2013 0.1660
N5 400.5790 0.0556
N4 791.2793 0.1099
N2 398.8716 0.0554
N1 -16165.0829 -2.2452
Outflow Outflow Average
Junction Volume m^3 Outflow, cms
--------------- ------------ ------------
N1 16165.0829 2.2452
*=====================================================*
| Initial system volume = 0.0500 Cu M |
| Total system inflow volume = 16391.2285 Cu M |
| Inflow + Initial volume = 16391.2785 Cu M |
*=====================================================*
| Total system outflow = 16165.0829 Cu M |
| Volume left in system = 338.4254 Cu M |
| Evaporation = 0.0000 Cu M |
| Outflow + Final Volume = 16503.5083 Cu M |
*=====================================================*
*===============================================*
| Total Model Continuity Error |
| Error in Continuity, Percent = -0.6847 |
| Error in Continuity, m^3 = -112.230 |
| + Error means a continuity loss, - a gain |
*===============================================*
###################################################
# Table E22. Numerical Model judgement section #
###################################################
Your overall error was -0.6847 percent
Worst nodal error was in node N3 with -0.2101 percent
Of the total inflow this loss was 0.2814 percent
Your overall continuity error was Excellent
Excellent Efficiency
Efficiency of the simulation 1.47
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\mitcc.out
*==============================================================*
| SWMM Simulation Date and Time Summary |
*==============================================================*
| Starting Date... October 12, 2017 Time... 9:56:56:60 |
| Ending Date... October 12, 2017 Time... 9:57:11:53 |
| Elapsed Time... 0.24883 minutes or 14.93000 seconds |
*==============================================================*
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