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m10y25m.out
From the archive XPXtrm.zip, inside Further information re: stormwater modelling - REC17/0011. File date in the archive: 2017-10-12 15:08.
1.8600 1.6000 2.6049 2.7421 Natural
1312 N13 N12 1.8600 1.6800 2.6049 2.3755 Natural
1211 N12 N11 1.6800 1.3400 2.3755 2.2123 Natural
1103 N11 N3 1.3400 1.1000 2.2123 1.9076 Natural
0912 N9 N12 3.5000 2.0000 3.5210 2.3755 Natural
0908 N9 N8 2.5000 2.0000 3.5210 3.0461 Circular
0811 N8 N11 3.0000 2.0000 3.0461 2.2123 Natural
0804 N8 N4 2.0000 1.7000 3.0461 2.8462 Circular
0201 N2 N1 1.0500 0.9300 1.8421 1.7244 Natural
50b50 N50B N50 5.9000 5.7000 5.9151 5.7199 Natural
49b40 N49B N49 5.2000 5.0000 5.2179 5.0259 Natural
51b50 N51B N51 5.0000 4.8000 5.0209 4.8241 Natural
L610 N33 N14A 2.6000 1.6000 3.7613 2.7421 Circular
51b48 N51B N48 3.8000 3.6000 5.0209 4.6083 Circular
5352o N53 N52 8.4000 7.1000 8.5045 7.2135 Natural
5352u N53 N52 7.4000 6.1000 8.5045 7.2135 Circular
5238o N52 N38 7.1000 6.0000 7.2135 6.1223 Natural
5238u N52 N38 6.1000 5.0000 7.2135 6.1223 Circular
3851o N38 N51B 6.3000 5.0000 6.1223 5.0209 Natural
3851u N38 N51B 5.0000 3.8000 6.1223 5.0209 Circular
5049u N50B N49B 5.7000 5.0000 5.9151 5.2179 Circular
4948u N49B N48 4.0000 3.6000 5.2179 4.6083 Circular
4845o N48 N45 4.6000 3.5000 4.6083 3.6024 Natural
4845u N48 N45 3.6000 2.5000 4.6083 3.6024 Circular
4746o N47 N46 4.6000 4.0000 4.6366 4.0587 Natural
4746u N47 N46 3.6000 3.0000 4.6366 4.0587 Circular
4645o N46 N45 4.0000 3.5000 4.0587 3.6024 Natural
4645u N46 N45 3.0000 2.5000 4.0587 3.6024 Circular
4140o N41 N40 7.6000 6.6000 7.6472 6.6632 Natural
4140u N41 N40 6.6000 5.6000 7.6472 6.6632 Circular
4038o N40 N38 6.6000 6.0000 6.6632 6.1223 Natural
4038u N40 N38 5.6000 5.0000 6.6632 6.1223 Circular
3938o N39 N38 7.0000 6.0000 7.0253 6.1223 Natural
3938u N39 N38 6.0000 5.0000 7.0253 6.1223 Circular
3836o N38 N36 6.0000 5.5200 6.1223 5.7433 Natural
3836u N38 N36 5.0000 4.4700 6.1223 5.7433 Circular
3635o N36 N35 5.6000 5.4500 5.7433 5.5932 Natural
3635u N36 N35 4.4700 4.0000 5.7433 5.0804 Circular
3533o N35 N33 4.8600 4.6800 5.0804 4.8957 Rectangle
3533u N35 N33 4.0000 3.9000 5.0804 4.0000 Rectangle
2217o N22 N17 3.4000 2.9500 3.5295 3.0786 Natural
2217u N22 N17 1.8600 1.7500 3.5295 3.0778 Circular
2019o N20 N19 7.0000 6.0000 7.0260 6.0360 Natural
2019u N20 N19 6.0000 4.5000 7.0260 6.0360 Circular
1918o N19 N18 6.0000 3.0000 6.0360 3.2127 Natural
1918u N19 N18 4.5000 1.9000 6.0360 3.2127 Circular
1817o N18 N17 3.0000 2.9500 3.2127 3.1073 Natural
1817u N18 N17 1.9000 1.7500 3.2127 3.0778 Circular
1009o N10 N9 4.6000 3.5000 4.6099 3.5210 Natural
1009u N10 N9 3.6000 2.5000 4.6099 3.5210 Circular
0706o N7 N6 5.0000 4.5000 5.0310 4.5623 Natural
0706u N7 N6 4.0000 3.5000 5.0310 4.5623 Circular
0604o N6 N4 4.5000 2.8000 4.5623 2.8621 Natural
0604u N6 N4 3.5000 1.7000 4.5623 2.8462 Circular
0504o N5 N4 4.3000 2.8000 4.3228 2.8462 Natural
0504u N5 N4 3.3000 1.7000 4.3228 2.8462 Circular
0403o N4 N3 2.8000 2.0000 2.8462 2.0368 Natural
0403u N4 N3 1.7000 1.1000 2.8462 1.9076 Circular
0302o N3 N2 1.8200 1.8100 1.9076 1.8632 Natural
0302u N3 N2 1.1000 1.0500 1.9076 1.8420 Rectangle
14b14ao N14B N14A 2.9900 2.5000 3.0672 2.7421 Natural
14b14au N14B N14A 1.8000 1.6000 3.0672 2.7421 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 -1.3660 -0.6708 0.0212 0.0582 0.0000 -1.3079 203.5999 0
N53 -0.8820 -0.2059 0.0137 0.0620 0.0000 -0.8200 428.2554 0
N52 1.1169 0.2195 0.0173 0.0341 0.0000 1.1509 508.7081 0
N38 -3.2928 -0.2001 0.0510 0.3126 0.0000 -2.9802 1645.4456 0
N51B -0.9030 -0.2206 0.0140 0.0631 0.0000 -0.8399 409.3132 0
N48 -1.9192 -0.4246 0.0297 0.0594 0.0000 -1.8598 451.9827 0
N50B 0.0528 0.0292 0.0008 1.0067 0.0000 1.0595 180.3060 0
N49B -0.4122 -0.1454 0.0064 0.0110 0.0000 -0.4012 283.4363 0
N47 -2.2391 -0.5690 0.0347 0.0194 0.0000 -2.2197 393.5204 0
N46 -3.1638 -0.6655 0.0490 0.0536 0.0000 -3.1102 475.3932 0
N45 15.8528 1.2813 0.2456 0.3835 0.0000 16.2363 1237.0622 0
N43 -0.1265 -0.0636 0.0020 0.0143 0.0000 -0.1121 198.9626 0
N42 -0.5441 -0.1422 0.0084 0.0260 0.0000 -0.5181 382.7202 0
N41 0.9077 0.2374 0.0141 0.0227 0.0000 0.9304 382.3719 0
N44 -2.5281 -0.9375 0.0392 0.0145 0.0000 -2.5136 269.6570 0
N40 -14.9660 -2.0228 0.2319 0.0680 0.0000 -14.8980 739.8379 0
N39 0.1592 0.1149 0.0025 0.0102 0.0000 0.1694 138.4727 0
N37 -1.0908 -0.5123 0.0169 0.0180 0.0000 -1.0727 212.9166 0
N36 -9.7846 -0.4135 0.1516 0.7274 0.0000 -9.0571 2365.8432 0
N35 -30.0871 -1.2753 0.4661 228.2271 0.0000 198.1400 2245.1184 0
N34 -2.2550 -0.5763 0.0349 0.5003 0.0000 -1.7548 391.0274 0
N33 -6.5854 -0.3965 0.1020 5.5154 0.0000 -1.0700 1658.0277 0
N31 -0.8141 -0.2564 0.0126 0.0785 0.0000 -0.7356 317.4733 0
N30 -6.1839 -0.3929 0.0958 0.2873 0.0000 -5.8965 1573.6882 0
N29 1.3381 0.1312 0.0207 0.4307 0.0000 1.7689 1019.4904 0
N28 -1.1455 -0.3131 0.0177 0.0256 0.0000 -1.1199 365.8038 0
N27 -1.7833 -0.1757 0.0276 0.7800 0.0000 -1.0034 1014.5508 0
N26 -13.8433 -3.4432 0.2145 1.0295 0.0000 -12.8138 401.5333 0
N25 2.8623 0.4214 0.0443 0.0717 0.0000 2.9341 679.1939 0
N24 -5.2537 -0.2970 0.0814 0.2052 0.0000 -5.0485 1769.0234 0
N23 12.9384 2.3194 0.2004 0.0644 0.0000 13.0028 557.7983 0
N22 -13.6273 -0.4653 0.2111 0.2950 0.0000 -13.3323 2928.3168 0
N21 0.8614 0.2714 0.0133 1.0123 0.0000 1.8736 316.8664 0
N20 -1.7139 -0.1729 0.0266 0.0449 0.0000 -1.6690 990.9529 0
N19 -1.9980 -0.1117 0.0310 0.3431 0.0000 -1.6550 1787.9406 0
N18 6.0412 0.2653 0.0936 0.3939 0.0000 6.4351 2276.8868 0
N17 1.7080 0.0302 0.0265 0.6772 0.0000 2.3852 5655.0660 0
N16 -3.0687 -0.0553 0.0475 1.9864 0.0000 -1.0823 5550.4905 0
N15 -0.8929 -0.0165 0.0138 4.0864 0.0000 3.1935 5416.7437 0
N14B -9.1254 -1.1618 0.1414 0.2273 0.0000 -8.8981 785.3299 0
N14A 6.5331 0.1996 0.1012 6.5983 0.0500 13.0814 3269.6195 0
N13 -5.5641 -0.1706 0.0862 0.4264 0.0000 -5.1377 3261.4912 0
N12 30.7495 0.9416 0.4764 0.0818 0.0000 30.8313 3265.7815 0
N11 34.9587 0.8624 0.5416 0.8345 0.0000 35.7932 4053.2540 0
N10 -0.1097 -0.0335 0.0017 0.0192 0.0000 -0.0906 327.5195 0
N9 -0.6134 -0.1869 0.0095 0.0432 0.0000 -0.5702 328.1339 0
N8 5.3778 0.8942 0.0833 0.0703 0.0000 5.4480 601.3950 0
N7 -0.5006 -0.1686 0.0078 0.0212 0.0000 -0.4794 296.8521 0
N6 1.8338 0.1484 0.0284 0.0772 0.0000 1.9110 1235.5903 0
N5 0.1002 0.0317 0.0016 0.0308 0.0000 0.1310 315.6785 0
N4 -2.0142 -0.0753 0.0312 0.1780 0.0000 -1.8362 2675.8622 0
N3 -19.2450 -0.2867 0.2981 2.2024 0.0000 -17.0426 6711.2663 0
N2 -6.1975 -0.0498 0.0960 4.7750 0.0000 -1.4224 12454.0033 0
N1 -1.0684 -0.0086 0.0166 0.7682 0.0000 -0.3002 12454.1249 0
N50 2.5532 5.5951 0.0396 0.0003 0.0000 2.5535 45.6318 0
N49 4.5669 5.6290 0.0708 0.0004 0.0000 4.5672 81.1319 0
N51 3.0742 1.9853 0.0476 0.0003 0.0000 3.0745 154.8469 0
The total continuity error was -43.322 cubic meters
The remaining total volume was 265.37 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 101.1396 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N53 0.0000 0.0000 111.2584 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N52 0.0000 0.0000 40.4046 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N38 0.0000 0.0000 120.9618 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N51B 0.0000 0.0000 73.1267 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N50B 0.0000 0.0000 90.6693 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N49B 0.0000 0.0000 76.0213 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N47 0.0000 0.0000 174.1030 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N45 0.0000 0.0000 160.4709 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N43 0.0000 0.0000 99.4025 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N42 0.0000 0.0000 91.5205 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N44 0.0000 0.0000 133.5535 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N40 0.0000 0.0000 35.6976 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N39 0.0000 0.0000 69.3084 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N37 0.0000 0.0000 105.9019 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N36 0.0000 0.0000 132.2647 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N35 0.0000 0.0000 34.3275 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N31 0.0000 0.0000 158.3709 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N30 0.0000 0.0000 116.0224 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N29 0.0000 0.0000 303.5028 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N28 0.0000 0.0000 182.2910 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N27 0.0000 0.0000 323.2094 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N26 0.0000 0.0000 27.6493 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N23 0.0000 0.0000 285.3646 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N22 0.0000 0.0000 101.8113 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N21 0.0000 0.0000 159.3449 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N20 0.0000 0.0000 494.5846 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N19 0.0000 0.0000 396.7517 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N18 0.0000 0.0000 246.7791 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N17 0.0000 0.0000 65.3922 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N11 0.0000 0.0000 379.5953 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N10 0.0000 0.0000 163.6909 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N8 0.0000 0.0000 153.9662 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N7 0.0000 0.0000 148.1647 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N6 0.0000 0.0000 469.9664 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N5 0.0000 0.0000 157.8952 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N4 0.0000 0.0000 311.8219 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N2 0.0000 0.0000 156.7186 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 6227.4532 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 0.1644 0.0000
N53 0.0000 0.0000 0.0000 1.1045 0.0000
N52 0.0000 0.0000 0.0000 1.1135 0.0000
N38 0.0000 0.0000 0.0000 1.1223 0.0000
N51B 0.0000 0.0000 0.0000 1.2209 0.0000
N48 0.0000 0.0000 0.0000 1.0083 0.0000
N50B 0.0000 0.0000 0.0000 1.2151 0.0000
N49B 0.0000 0.0000 0.0000 1.2179 0.0000
N47 0.0000 0.0000 0.0000 1.0366 0.0000
N46 0.0000 0.0000 0.0000 1.0587 0.0000
N45 0.0000 0.0000 0.0000 1.1024 0.0000
N43 0.0000 0.0000 0.0000 0.0779 0.0000
N42 0.0000 0.0000 0.0000 0.1049 0.0000
N41 0.0000 0.0000 0.0000 1.0472 0.0000
N44 0.0000 0.0000 0.0000 0.0901 0.0000
N40 0.0000 0.0000 0.0000 1.0632 0.0000
N39 0.0000 0.0000 0.0000 1.0253 0.0000
N37 0.0000 0.0000 0.0000 0.0671 0.0000
N36 0.0000 0.0000 0.0000 1.2733 0.0000
N35 0.0000 0.0000 0.0000 492.1561 0.0000
N34 0.0000 0.0000 0.0000 0.6319 0.0000
N33 0.0000 0.0000 0.0000 1.1614 0.0000
N31 0.0000 0.0000 0.0000 0.0236 0.0000
N30 0.0000 0.0000 0.0000 1.5804 0.0000
N29 0.0000 0.0000 0.0000 0.1398 0.0000
N28 0.0000 0.0000 0.0000 0.0812 0.0000
N27 0.0000 0.0000 0.0000 1.3800 0.0000
N26 0.0000 0.0000 0.0000 0.2163 0.0000
N25 15.1042 0.0000 0.0000 0.7979 0.0000
N24 16.5556 0.0000 0.0000 1.4952 0.0000
N23 0.0000 0.0000 0.0000 0.1328 0.0000
N22 0.0000 0.0000 0.0000 1.6695 0.0000
N21 0.0000 0.0000 0.0000 1.0781 0.0000
N20 0.0000 0.0000 0.0000 1.0260 0.0000
N19 0.0000 0.0000 0.0000 1.5360 0.0000
N18 0.0000 0.0000 0.0000 1.3127 0.0000
N17 0.0000 0.0000 0.0000 1.3278 0.0000
N16 20.5417 0.0000 0.0000 1.7543 0.0000
N15 20.5625 0.0000 0.0000 1.1463 0.0000
N14B 0.0000 0.0000 0.0000 1.2672 0.0000
N14A 0.0000 0.0000 0.0000 1.1421 0.0000
N13 0.0000 0.0000 0.0000 0.7449 0.0000
N12 0.0000 0.0000 0.0000 0.6955 0.0000
N11 0.0000 0.0000 0.0000 0.8723 0.0000
N10 0.0000 0.0000 0.0000 1.0099 0.0000
N9 0.0000 0.0000 0.0000 1.0210 0.0000
N8 0.0000 0.0000 0.0000 1.0461 0.0000
N7 0.0000 0.0000 0.0000 1.0310 0.0000
N6 0.0000 0.0000 0.0000 1.0623 0.0000
N5 0.0000 0.0000 0.0000 1.0228 0.0000
N4 0.0000 0.0000 0.0000 1.1462 0.0000
N3 0.0000 0.0000 0.0000 0.8076 0.0000
N2 0.0000 0.0000 0.0000 0.7920 0.0000
N1 0.0000 0.0000 0.0000 0.7944 0.0000
N50 0.0000 0.0000 0.0000 0.0199 0.0000
N49 0.0000 0.0000 0.0000 0.0259 0.0000
N51 0.0000 0.0000 0.0000 0.0241 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 0.017 percent
The Junction with the largest average change was.N22 with 0.094 percent
The Conduit with the largest sinuosity was.......51b48 with 4.525
*===================================================================*
| 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 101.1678 0.0141
N53 111.2913 0.0155
N52 40.4186 0.0056
N38 120.9939 0.0168
N51B 73.1522 0.0102
N50B 90.7016 0.0126
N49B 76.0479 0.0106
N47 174.1496 0.0242
N45 160.5148 0.0223
N43 99.4322 0.0138
N42 91.5532 0.0127
N44 133.5976 0.0186
N40 35.7102 0.0050
N39 69.3321 0.0096
N37 105.9375 0.0147
N36 132.3087 0.0184
N35 34.3405 0.0048
N31 158.4244 0.0220
N30 116.0628 0.0161
N29 303.5992 0.0422
N28 182.3516 0.0253
N27 323.3055 0.0449
N26 27.6565 0.0038
N23 285.4706 0.0396
N22 101.8422 0.0141
N21 159.4005 0.0221
N20 494.6845 0.0687
N19 396.8625 0.0551
N18 246.8392 0.0343
N17 65.4114 0.0091
N11 379.6836 0.0527
N10 163.7430 0.0227
N8 154.0136 0.0214
N7 148.2099 0.0206
N6 470.0840 0.0653
N5 157.9447 0.0219
N4 311.9171 0.0433
N2 156.7565 0.0218
N1 -6227.4532 -0.8649
Outflow Outflow Average
Junction Volume m^3 Outflow, cms
--------------- ------------ ------------
N1 6227.4532 0.8649
*=====================================================*
| Initial system volume = 0.0500 Cu M |
| Total system inflow volume = 6453.0254 Cu M |
| Inflow + Initial volume = 6453.0754 Cu M |
*=====================================================*
| Total system outflow = 6227.4532 Cu M |
| Volume left in system = 265.3741 Cu M |
| Evaporation = 0.0000 Cu M |
| Outflow + Final Volume = 6492.8273 Cu M |
*=====================================================*
*===============================================*
| Total Model Continuity Error |
| Error in Continuity, Percent = -0.6160 |
| Error in Continuity, m^3 = -39.752 |
| + Error means a continuity loss, - a gain |
*===============================================*
###################################################
# Table E22. Numerical Model judgement section #
###################################################
Your overall error was -0.6160 percent
Worst nodal error was in node N11 with 0.8625 percent
Of the total inflow this loss was 0.5417 percent
Your overall continuity error was Excellent
Excellent Efficiency
Efficiency of the simulation 1.38
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\m10y25m.out
*==============================================================*
| SWMM Simulation Date and Time Summary |
*==============================================================*
| Starting Date... October 12, 2017 Time... 15: 8: 5:10 |
| Ending Date... October 12, 2017 Time... 15: 8:16:82 |
| Elapsed Time... 0.19533 minutes or 11.72000 seconds |
*==============================================================*
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