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m5y1hr.out
From the archive XPXtrm.zip, inside Further information re: stormwater modelling - REC17/0011. File date in the archive: 2017-10-12 15:00.
1.8600 1.6000 2.4914 2.6227 Natural
1312 N13 N12 1.8600 1.6800 2.4914 2.3027 Natural
1211 N12 N11 1.6800 1.3400 2.3027 2.1241 Natural
1103 N11 N3 1.3400 1.1000 2.1241 1.8328 Natural
0912 N9 N12 3.5000 2.0000 3.5070 2.3027 Natural
0908 N9 N8 2.5000 2.0000 3.5070 3.0258 Circular
0811 N8 N11 3.0000 2.0000 3.0258 2.1241 Natural
0804 N8 N4 2.0000 1.7000 3.0258 2.7030 Circular
0201 N2 N1 1.0500 0.9300 1.7804 1.6621 Natural
50b50 N50B N50 5.9000 5.7000 5.9103 5.7128 Natural
49b40 N49B N49 5.2000 5.0000 5.2147 5.0231 Natural
51b50 N51B N51 5.0000 4.8000 5.0181 4.8215 Natural
L610 N33 N14A 2.6000 1.6000 3.1821 2.6227 Circular
51b48 N51B N48 3.8000 3.6000 5.0181 4.6079 Circular
5352o N53 N52 8.4000 7.1000 8.4832 7.1865 Natural
5352u N53 N52 7.4000 6.1000 8.4832 7.1865 Circular
5238o N52 N38 7.1000 6.0000 7.1865 6.0996 Natural
5238u N52 N38 6.1000 5.0000 7.1865 6.0996 Circular
3851o N38 N51B 6.3000 5.0000 6.0996 5.0181 Natural
3851u N38 N51B 5.0000 3.8000 6.0996 5.0181 Circular
5049u N50B N49B 5.7000 5.0000 5.9103 5.2147 Circular
4948u N49B N48 4.0000 3.6000 5.2147 4.6079 Circular
4845o N48 N45 4.6000 3.5000 4.6079 3.5895 Natural
4845u N48 N45 3.6000 2.5000 4.6079 3.5895 Circular
4746o N47 N46 4.6000 4.0000 4.4571 4.0193 Natural
4746u N47 N46 3.6000 3.0000 4.4571 4.0193 Circular
4645o N46 N45 4.0000 3.5000 4.0193 3.5895 Natural
4645u N46 N45 3.0000 2.5000 4.0193 3.5895 Circular
4140o N41 N40 7.6000 6.6000 6.5409 6.5409 Natural
4140u N41 N40 6.6000 5.6000 7.2389 6.5409 Circular
4038o N40 N38 6.6000 6.0000 6.5409 6.0996 Natural
4038u N40 N38 5.6000 5.0000 6.5409 6.0996 Circular
3938o N39 N38 7.0000 6.0000 7.0198 6.0996 Natural
3938u N39 N38 6.0000 5.0000 7.0198 6.0996 Circular
3836o N38 N36 6.0000 5.5200 6.0996 5.7003 Natural
3836u N38 N36 5.0000 4.4700 6.0996 5.7003 Circular
3635o N36 N35 5.6000 5.4500 5.7003 5.5501 Natural
3635u N36 N35 4.4700 4.0000 5.7003 5.0446 Circular
3533o N35 N33 4.8600 4.6800 5.0446 4.8604 Rectangle
3533u N35 N33 4.0000 3.9000 5.0446 4.0000 Rectangle
2217o N22 N17 3.4000 2.9500 3.4550 3.0280 Natural
2217u N22 N17 1.8600 1.7500 3.4550 3.0280 Circular
2019o N20 N19 7.0000 6.0000 5.1950 5.1950 Natural
2019u N20 N19 6.0000 4.5000 6.7722 5.1950 Circular
1918o N19 N18 6.0000 3.0000 5.1951 3.1862 Natural
1918u N19 N18 4.5000 1.9000 5.1951 3.1862 Circular
1817o N18 N17 3.0000 2.9500 3.1862 3.0833 Natural
1817u N18 N17 1.9000 1.7500 3.1862 3.0280 Circular
1009o N10 N9 4.6000 3.5000 4.2708 3.5070 Natural
1009u N10 N9 3.6000 2.5000 4.2708 3.5070 Circular
0706o N7 N6 5.0000 4.5000 5.0206 4.5435 Natural
0706u N7 N6 4.0000 3.5000 5.0206 4.5435 Circular
0604o N6 N4 4.5000 2.8000 4.5435 2.8429 Natural
0604u N6 N4 3.5000 1.7000 4.5435 2.7030 Circular
0504o N5 N4 4.3000 2.8000 4.3098 2.8065 Natural
0504u N5 N4 3.3000 1.7000 4.3098 2.7030 Circular
0403o N4 N3 2.8000 2.0000 1.8328 1.8328 Natural
0403u N4 N3 1.7000 1.1000 2.7033 1.8328 Circular
0302o N3 N2 1.8200 1.8100 1.8328 1.8113 Natural
0302u N3 N2 1.1000 1.0500 1.8328 1.7804 Rectangle
14b14ao N14B N14A 2.9900 2.5000 3.0324 2.6227 Natural
14b14au N14B N14A 1.8000 1.6000 3.0324 2.6227 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 -0.2592 -0.1011 0.0031 0.1039 0.0000 -0.1553 256.4419 0
N53 -2.1599 -0.3996 0.0262 0.1160 0.0000 -2.0440 540.5323 0
N52 0.3259 0.0505 0.0040 0.0589 0.0000 0.3848 645.3354 0
N38 -0.9099 -0.0437 0.0110 0.7201 0.0000 -0.1898 2081.0824 0
N51B -0.7794 -0.1341 0.0095 0.1122 0.0000 -0.6672 581.2741 0
N48 -0.9160 -0.1266 0.0111 0.1102 0.0000 -0.8058 723.2674 0
N50B 0.2207 0.0954 0.0027 1.0113 0.0000 1.2320 230.7649 0
N49B -0.6646 -0.1641 0.0081 0.0206 0.0000 -0.6439 405.0253 0
N47 -0.1202 -0.0260 0.0015 0.0269 0.0000 -0.0934 462.1993 0
N46 -2.2383 -0.4187 0.0272 0.0853 0.0000 -2.1530 534.5646 0
N45 12.8722 0.7773 0.1563 0.4916 0.0000 13.3637 1655.7243 0
N43 -0.0818 -0.0325 0.0010 0.0229 0.0000 -0.0589 251.9339 0
N42 -0.6306 -0.1296 0.0077 0.0428 0.0000 -0.5878 486.5973 0
N41 -0.0195 -0.0040 0.0002 0.0378 0.0000 0.0184 487.1964 0
N44 -1.1977 -0.3500 0.0145 0.0252 0.0000 -1.1725 342.2320 0
N40 -12.7477 -1.3639 0.1548 0.1034 0.0000 -12.6443 934.6091 0
N39 -1.3354 -0.7485 0.0162 0.0186 0.0000 -1.3168 178.4051 0
N37 -0.2128 -0.0786 0.0026 0.0325 0.0000 -0.1803 270.9015 0
N36 -3.9466 -0.1587 0.0479 1.3220 0.0000 -2.6245 2486.4909 0
N35 24.3152 1.0076 0.2952 278.7036 0.0000 303.0187 2273.7267 0
N34 -3.5781 -2.2912 0.0434 0.5003 0.0000 -3.0779 155.9173 0
N33 -5.3221 -0.2924 0.0646 5.9435 0.0000 0.6214 1816.9253 0
N31 2.6746 0.6652 0.0325 0.1388 0.0000 2.8134 402.0092 0
N30 -6.4469 -0.3674 0.0783 0.4036 0.0000 -6.0432 1754.5532 0
N29 -2.3896 -0.2273 0.0290 0.5070 0.0000 -1.8826 1051.1531 0
N28 -0.9553 -0.2047 0.0116 0.0458 0.0000 -0.9095 466.7304 0
N27 -2.3168 -0.1789 0.0281 0.8713 0.0000 -1.4455 1294.8882 0
N26 -8.2759 -3.0920 0.1005 1.1249 0.0000 -7.1510 267.0927 0
N25 1.6175 0.1464 0.0196 0.1196 0.0000 1.7371 1104.9912 0
N24 -4.5792 -0.1708 0.0556 0.2916 0.0000 -4.2876 2680.4237 0
N23 -5.2366 -0.7134 0.0636 0.1153 0.0000 -5.1213 733.9413 0
N22 -3.1091 -0.0809 0.0377 0.4427 0.0000 -2.6664 3842.9283 0
N21 0.6582 0.1622 0.0080 1.0215 0.0000 1.6797 405.3360 0
N20 -0.3124 -0.0247 0.0038 0.0814 0.0000 -0.2310 1267.1132 0
N19 -2.0811 -0.0912 0.0253 0.5366 0.0000 -1.5445 2280.8619 0
N18 -5.9823 -0.2052 0.0726 0.6098 0.0000 -5.3725 2915.3037 0
N17 -3.1011 -0.0410 0.0376 0.9335 0.0000 -2.1675 7559.7185 0
N16 -4.8020 -0.0635 0.0583 2.3211 0.0000 -2.4809 7562.2377 0
N15 -2.6068 -0.0345 0.0316 4.7059 0.0000 2.0991 7545.5409 0
N14B -8.3487 -1.1789 0.1014 0.2593 0.0000 -8.0894 708.0366 0
N14A 3.0937 0.0897 0.0376 7.1560 0.0500 10.1997 3445.1998 0
N13 -4.8563 -0.1412 0.0590 0.5238 0.0000 -4.3325 3438.8750 0
N12 -1.0596 -0.0308 0.0129 0.1761 0.0000 -0.8836 3445.7232 0
N11 11.5568 0.2617 0.1403 1.2234 0.0000 12.7801 4415.3004 0
N10 -0.0609 -0.0145 0.0007 0.0326 0.0000 -0.0284 419.0179 0
N9 -1.3907 -0.3308 0.0169 0.0750 0.0000 -1.3158 420.3175 0
N8 0.3294 0.0405 0.0040 0.1238 0.0000 0.4532 813.2923 0
N7 -0.7504 -0.1975 0.0091 0.0330 0.0000 -0.7174 380.0314 0
N6 -2.4186 -0.1524 0.0294 0.1249 0.0000 -2.2936 1586.7002 0
N5 -1.2159 -0.2999 0.0148 0.0573 0.0000 -1.1587 405.4183 0
N4 -3.0848 -0.0859 0.0375 0.3022 0.0000 -2.7827 3590.7436 0
N3 -20.4251 -0.2549 0.2480 2.7956 0.0000 -17.6294 8012.8189 0
N2 -8.0319 -0.0503 0.0975 5.5545 0.0000 -2.4774 15972.7436 0
N1 -1.4182 -0.0089 0.0172 0.8970 0.0000 -0.5212 15975.4436 0
N50 0.0236 0.1229 0.0003 0.0003 0.0000 0.0239 19.1946 0
N49 2.2788 3.1467 0.0277 0.0004 0.0000 2.2791 72.4192 0
N51 1.0712 0.5659 0.0130 0.0003 0.0000 1.0715 189.2828 0
The total continuity error was -81.339 cubic meters
The remaining total volume was 323.22 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 128.1204 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N53 0.0000 0.0000 140.9286 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N52 0.0000 0.0000 51.5769 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N38 0.0000 0.0000 154.5194 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N51B 0.0000 0.0000 93.3570 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N50B 0.0000 0.0000 115.9939 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N49B 0.0000 0.0000 97.0636 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N47 0.0000 0.0000 221.4615 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N45 0.0000 0.0000 204.1324 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N43 0.0000 0.0000 125.9109 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N42 0.0000 0.0000 116.9643 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N44 0.0000 0.0000 170.5010 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N40 0.0000 0.0000 45.6796 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N39 0.0000 0.0000 88.5366 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N37 0.0000 0.0000 135.3381 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N36 0.0000 0.0000 168.9399 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N35 0.0000 0.0000 43.9418 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N31 0.0000 0.0000 202.3766 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N30 0.0000 0.0000 148.2007 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N29 0.0000 0.0000 387.5871 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N28 0.0000 0.0000 232.8562 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N27 0.0000 0.0000 412.8625 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N26 0.0000 0.0000 35.2405 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N23 0.0000 0.0000 364.3852 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N22 0.0000 0.0000 128.9595 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N21 0.0000 0.0000 203.4903 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N20 0.0000 0.0000 633.3974 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N19 0.0000 0.0000 506.0068 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N18 0.0000 0.0000 313.8998 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N17 0.0000 0.0000 83.2108 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N11 0.0000 0.0000 481.5903 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N10 0.0000 0.0000 209.4794 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N8 0.0000 0.0000 197.0789 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N7 0.0000 0.0000 189.6391 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N6 0.0000 0.0000 601.8063 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N5 0.0000 0.0000 202.0965 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N4 0.0000 0.0000 399.2212 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N2 0.0000 0.0000 198.8850 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 7988.2870 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 0.1444 0.0000
N53 0.0000 0.0000 0.0000 1.0832 0.0000
N52 0.0000 0.0000 0.0000 1.0865 0.0000
N38 0.0000 0.0000 0.0000 1.0996 0.0000
N51B 0.0000 0.0000 0.0000 1.2181 0.0000
N48 0.0000 0.0000 0.0000 1.0079 0.0000
N50B 0.0000 0.0000 0.0000 1.2103 0.0000
N49B 0.0000 0.0000 0.0000 1.2147 0.0000
N47 0.0000 0.0000 0.0000 0.8574 0.0000
N46 0.0000 0.0000 0.0000 1.0193 0.0000
N45 0.0000 0.0000 0.0000 1.0895 0.0000
N43 0.0000 0.0000 0.0000 0.0695 0.0000
N42 0.0000 0.0000 0.0000 0.0940 0.0000
N41 0.0000 0.0000 0.0000 0.6389 0.0000
N44 0.0000 0.0000 0.0000 0.0795 0.0000
N40 0.0000 0.0000 0.0000 0.9409 0.0000
N39 0.0000 0.0000 0.0000 1.0198 0.0000
N37 0.0000 0.0000 0.0000 0.0600 0.0000
N36 0.0000 0.0000 0.0000 1.2303 0.0000
N35 0.0000 0.0000 0.0000 472.5243 0.0000
N34 0.0000 0.0000 0.0000 0.5668 0.0000
N33 0.0000 0.0000 0.0000 0.5821 0.0000
N31 0.0000 0.0000 0.0000 0.0205 0.0000
N30 0.0000 0.0000 0.0000 1.5367 0.0000
N29 0.0000 0.0000 0.0000 0.1171 0.0000
N28 0.0000 0.0000 0.0000 0.0727 0.0000
N27 0.0000 0.0000 0.0000 1.3722 0.0000
N26 0.0000 0.0000 0.0000 0.1703 0.0000
N25 20.7986 0.0000 0.0000 0.7737 0.0000
N24 16.3125 0.0000 0.0000 1.4433 0.0000
N23 0.0000 0.0000 0.0000 0.1178 0.0000
N22 0.0000 0.0000 0.0000 1.5950 0.0000
N21 0.0000 0.0000 0.0000 1.0425 0.0000
N20 0.0000 0.0000 0.0000 0.7723 0.0000
N19 0.0000 0.0000 0.0000 0.6951 0.0000
N18 0.0000 0.0000 0.0000 1.2862 0.0000
N17 0.0000 0.0000 0.0000 1.2780 0.0000
N16 29.8125 0.0000 0.0000 1.6796 0.0000
N15 30.2361 0.0000 0.0000 1.0841 0.0000
N14B 0.0000 0.0000 0.0000 1.2324 0.0000
N14A 0.0000 0.0000 0.0000 1.0227 0.0000
N13 0.0000 0.0000 0.0000 0.6314 0.0000
N12 0.0000 0.0000 0.0000 0.6227 0.0000
N11 0.0000 0.0000 0.0000 0.7841 0.0000
N10 0.0000 0.0000 0.0000 0.6713 0.0000
N9 0.0000 0.0000 0.0000 1.0070 0.0000
N8 0.0000 0.0000 0.0000 1.0258 0.0000
N7 0.0000 0.0000 0.0000 1.0206 0.0000
N6 0.0000 0.0000 0.0000 1.0435 0.0000
N5 0.0000 0.0000 0.0000 1.0098 0.0000
N4 0.0000 0.0000 0.0000 1.0030 0.0000
N3 0.0000 0.0000 0.0000 0.7328 0.0000
N2 0.0000 0.0000 0.0000 0.7304 0.0000
N1 0.0000 0.0000 0.0000 0.7321 0.0000
N50 0.0000 0.0000 0.0000 0.0128 0.0000
N49 0.0000 0.0000 0.0000 0.0231 0.0000
N51 0.0000 0.0000 0.0000 0.0215 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 0.016 percent
The Junction with the largest average change was.N16 with 0.083 percent
The Conduit with the largest sinuosity was.......1502 with 4.415
*===================================================================*
| 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 128.1412 0.0178
N53 140.9529 0.0196
N52 51.5890 0.0072
N38 154.5440 0.0215
N51B 93.3794 0.0130
N50B 116.0208 0.0161
N49B 97.0875 0.0135
N47 221.4998 0.0308
N45 204.1690 0.0284
N43 125.9329 0.0175
N42 116.9915 0.0162
N44 170.5368 0.0237
N40 45.6900 0.0063
N39 88.5559 0.0123
N37 135.3664 0.0188
N36 168.9750 0.0235
N35 43.9534 0.0061
N31 202.4193 0.0281
N30 148.2343 0.0206
N29 387.6609 0.0538
N28 232.9048 0.0323
N27 412.9355 0.0574
N26 35.2459 0.0049
N23 364.4735 0.0506
N22 128.9824 0.0179
N21 203.5334 0.0283
N20 633.4717 0.0880
N19 506.0909 0.0703
N18 313.9470 0.0436
N17 83.2262 0.0116
N11 481.6606 0.0669
N10 209.5188 0.0291
N8 197.1147 0.0274
N7 189.6732 0.0263
N6 601.8941 0.0836
N5 202.1340 0.0281
N4 399.2930 0.0555
N2 198.9153 0.0276
N1 -7988.2870 -1.1095
Outflow Outflow Average
Junction Volume m^3 Outflow, cms
--------------- ------------ ------------
N1 7988.2870 1.1095
*=====================================================*
| Initial system volume = 0.0500 Cu M |
| Total system inflow volume = 8235.2359 Cu M |
| Inflow + Initial volume = 8235.2859 Cu M |
*=====================================================*
| Total system outflow = 7988.2870 Cu M |
| Volume left in system = 323.2155 Cu M |
| Evaporation = 0.0000 Cu M |
| Outflow + Final Volume = 8311.5025 Cu M |
*=====================================================*
*===============================================*
| Total Model Continuity Error |
| Error in Continuity, Percent = -0.9255 |
| Error in Continuity, m^3 = -76.217 |
| + Error means a continuity loss, - a gain |
*===============================================*
###################################################
# Table E22. Numerical Model judgement section #
###################################################
Your overall error was -0.9255 percent
Worst nodal error was in node N35 with 1.0692 percent
Of the total inflow this loss was 0.2953 percent
Your overall continuity error was Excellent
Excellent Efficiency
Efficiency of the simulation 1.31
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\m5y1hr.out
*==============================================================*
| SWMM Simulation Date and Time Summary |
*==============================================================*
| Starting Date... October 12, 2017 Time... 15: 0:10: 6 |
| Ending Date... October 12, 2017 Time... 15: 0:21:48 |
| Elapsed Time... 0.19033 minutes or 11.42000 seconds |
*==============================================================*
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