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m100y30m.out
From the archive XPXtrm.zip, inside Further information re: stormwater modelling - REC17/0011. File date in the archive: 2017-10-12 15:45.
1.8600 1.6000 2.7091 2.9154 Natural
1312 N13 N12 1.8600 1.6800 2.7091 2.5655 Natural
1211 N12 N11 1.6800 1.3400 2.5655 2.3636 Natural
1103 N11 N3 1.3400 1.1000 2.3636 2.0316 Natural
0912 N9 N12 3.5000 2.0000 3.5308 2.5655 Natural
0908 N9 N8 2.5000 2.0000 3.5308 3.0545 Circular
0811 N8 N11 3.0000 2.0000 3.0545 2.3636 Natural
0804 N8 N4 2.0000 1.7000 3.0545 2.8788 Circular
0201 N2 N1 1.0500 0.9300 1.9918 1.8715 Natural
50b50 N50B N50 5.9000 5.7000 5.9186 5.7242 Natural
49b40 N49B N49 5.2000 5.0000 5.2205 5.0296 Natural
51b50 N51B N51 5.0000 4.8000 5.0233 4.8269 Natural
L610 N33 N14A 2.6000 1.6000 4.4740 2.9154 Circular
51b48 N51B N48 3.8000 3.6000 5.0233 4.6089 Circular
5352o N53 N52 8.4000 7.1000 8.5237 7.2374 Natural
5352u N53 N52 7.4000 6.1000 8.5237 7.2374 Circular
5238o N52 N38 7.1000 6.0000 7.2374 6.1567 Natural
5238u N52 N38 6.1000 5.0000 7.2374 6.1567 Circular
3851o N38 N51B 6.3000 5.0000 6.1567 5.0233 Natural
3851u N38 N51B 5.0000 3.8000 6.1567 5.0233 Circular
5049u N50B N49B 5.7000 5.0000 5.9186 5.2205 Circular
4948u N49B N48 4.0000 3.6000 5.2205 4.6089 Circular
4845o N48 N45 4.6000 3.5000 4.6089 3.6227 Natural
4845u N48 N45 3.6000 2.5000 4.6089 3.6227 Circular
4746o N47 N46 4.6000 4.0000 4.6679 4.0872 Natural
4746u N47 N46 3.6000 3.0000 4.6679 4.0872 Circular
4645o N46 N45 4.0000 3.5000 4.0872 3.6227 Natural
4645u N46 N45 3.0000 2.5000 4.0872 3.6227 Circular
4140o N41 N40 7.6000 6.6000 7.6741 6.7059 Natural
4140u N41 N40 6.6000 5.6000 7.6741 6.7059 Circular
4038o N40 N38 6.6000 6.0000 6.7059 6.1567 Natural
4038u N40 N38 5.6000 5.0000 6.7059 6.1567 Circular
3938o N39 N38 7.0000 6.0000 7.0297 6.1567 Natural
3938u N39 N38 6.0000 5.0000 7.0297 6.1567 Circular
3836o N38 N36 6.0000 5.5200 6.1567 5.7876 Natural
3836u N38 N36 5.0000 4.4700 6.1567 5.7876 Circular
3635o N36 N35 5.6000 5.4500 5.7876 5.6375 Natural
3635u N36 N35 4.4700 4.0000 5.7876 5.1269 Circular
3533o N35 N33 4.8600 4.6800 5.1269 4.9415 Rectangle
3533u N35 N33 4.0000 3.9000 5.1269 4.4738 Rectangle
2217o N22 N17 3.4000 2.9500 3.6475 3.1953 Natural
2217u N22 N17 1.8600 1.7500 3.6475 3.1953 Circular
2019o N20 N19 7.0000 6.0000 7.0373 6.0945 Natural
2019u N20 N19 6.0000 4.5000 7.0373 6.0945 Circular
1918o N19 N18 6.0000 3.0000 6.0945 3.2466 Natural
1918u N19 N18 4.5000 1.9000 6.0945 3.2466 Circular
1817o N18 N17 3.0000 2.9500 3.2466 3.1953 Natural
1817u N18 N17 1.9000 1.7500 3.2466 3.1953 Circular
1009o N10 N9 4.6000 3.5000 4.6225 3.5308 Natural
1009u N10 N9 3.6000 2.5000 4.6225 3.5308 Circular
0706o N7 N6 5.0000 4.5000 5.0389 4.5778 Natural
0706u N7 N6 4.0000 3.5000 5.0389 4.5778 Circular
0604o N6 N4 4.5000 2.8000 4.5778 2.8788 Natural
0604u N6 N4 3.5000 1.7000 4.5778 2.8788 Circular
0504o N5 N4 4.3000 2.8000 4.3316 2.8788 Natural
0504u N5 N4 3.3000 1.7000 4.3316 2.8788 Circular
0403o N4 N3 2.8000 2.0000 2.8788 2.0704 Natural
0403u N4 N3 1.7000 1.1000 2.8788 2.0316 Circular
0302o N3 N2 1.8200 1.8100 2.0316 1.9918 Natural
0302u N3 N2 1.1000 1.0500 2.0316 1.9918 Rectangle
14b14ao N14B N14A 2.9900 2.5000 3.1132 2.9154 Natural
14b14au N14B N14A 1.8000 1.6000 3.1132 2.9154 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 -2.2267 -0.6918 0.0219 0.0656 0.0000 -2.1610 321.8358 0
N53 -0.8078 -0.1195 0.0079 0.0709 0.0000 -0.7369 676.2387 0
N52 1.4830 0.1848 0.0146 0.0381 0.0000 1.5211 802.6260 0
N38 -5.3153 -0.2064 0.0522 0.4062 0.0000 -4.9091 2575.5499 0
N51B -0.9009 -0.1635 0.0088 0.0715 0.0000 -0.8294 551.0617 0
N48 -1.8456 -0.3286 0.0181 0.0682 0.0000 -1.7775 561.5931 0
N50B 0.1854 0.0651 0.0018 1.0074 0.0000 1.1927 284.1639 0
N49B -0.3533 -0.0820 0.0035 0.0126 0.0000 -0.3408 430.9509 0
N47 -2.6836 -0.4208 0.0264 0.0215 0.0000 -2.6622 637.6794 0
N46 -3.2772 -0.4083 0.0322 0.0599 0.0000 -3.2173 802.5972 0
N45 13.0329 0.6997 0.1280 0.4047 0.0000 13.4375 1862.4314 0
N43 -0.1457 -0.0464 0.0014 0.0158 0.0000 -0.1299 314.2031 0
N42 -0.5531 -0.0917 0.0054 0.0287 0.0000 -0.5244 603.1058 0
N41 1.0560 0.1752 0.0104 0.0254 0.0000 1.0814 602.6096 0
N44 -3.1534 -0.7458 0.0310 0.0162 0.0000 -3.1373 422.8008 0
N40 -15.8273 -1.3711 0.1555 0.0755 0.0000 -15.7519 1154.3281 0
N39 0.2478 0.1137 0.0024 0.0115 0.0000 0.2593 218.0306 0
N37 -1.3617 -0.4066 0.0134 0.0201 0.0000 -1.3416 334.9206 0
N36 -10.7369 -0.2550 0.1055 0.8755 0.0000 -9.8614 4210.1126 0
N35 -37.1724 -0.8760 0.3651 241.3694 0.0000 204.1970 4122.8468 0
N34 -5.9517 -0.4006 0.0585 0.5003 0.0000 -5.4515 1485.4608 0
N33 -7.2070 -0.2952 0.0708 5.6410 0.0000 -1.5660 2438.9441 0
N31 -12.2238 -2.3921 0.1201 0.0873 0.0000 -12.1365 510.9720 0
N30 -7.6790 -0.2880 0.0754 0.3153 0.0000 -7.3637 2666.3390 0
N29 -3.1782 -0.1798 0.0312 0.4682 0.0000 -2.7100 1767.8620 0
N28 -1.8461 -0.3204 0.0181 0.0286 0.0000 -1.8175 576.1397 0
N27 -0.8869 -0.0555 0.0087 0.8258 0.0000 -0.0612 1597.4351 0
N26 -13.0759 -1.6401 0.1284 1.0948 0.0000 -11.9812 796.7240 0
N25 3.2236 0.3595 0.0317 0.0793 0.0000 3.3029 896.6838 0
N24 -5.6414 -0.2365 0.0554 0.2242 0.0000 -5.4173 2385.2153 0
N23 3.1603 0.3531 0.0310 0.0723 0.0000 3.2326 895.0014 0
N22 -17.4815 -0.3420 0.1717 0.3230 0.0000 -17.1585 5111.2651 0
N21 1.0054 0.2009 0.0099 1.0136 0.0000 2.0190 499.9235 0
N20 0.8922 0.0571 0.0088 0.0503 0.0000 0.9425 1563.7378 0
N19 -6.4386 -0.2282 0.0632 0.3781 0.0000 -6.0605 2821.3148 0
N18 32.5408 0.9104 0.3196 0.4337 0.0000 32.9745 3574.3121 0
N17 0.3226 0.0034 0.0032 0.7329 0.0000 1.0555 9372.0622 0
N16 -3.0704 -0.0411 0.0302 2.0687 0.0000 -1.0017 7476.8358 0
N15 -0.1649 -0.0025 0.0016 4.2339 0.0000 4.0690 6657.5203 0
N14B -13.9356 -0.4368 0.1369 0.2374 0.0000 -13.6981 3190.5390 0
N14A 0.8946 0.0123 0.0088 6.7593 0.0500 7.6040 7270.9611 0
N13 -11.5042 -0.1582 0.1130 0.4486 0.0000 -11.0556 7273.6808 0
N12 83.2883 1.1428 0.8181 0.1018 0.0000 83.3900 7287.9504 0
N11 34.5631 0.4012 0.3395 0.9170 0.0000 35.4801 8614.0398 0
N10 -0.1569 -0.0304 0.0015 0.0213 0.0000 -0.1356 515.8119 0
N9 -0.1274 -0.0247 0.0013 0.0480 0.0000 -0.0794 515.9513 0
N8 4.3136 0.4741 0.0424 0.0780 0.0000 4.3916 909.8713 0
N7 -1.9185 -0.4093 0.0188 0.0232 0.0000 -1.8953 468.7639 0
N6 4.2538 0.2182 0.0418 0.0848 0.0000 4.3386 1949.5257 0
N5 -5.2604 -1.0465 0.0517 0.0353 0.0000 -5.2251 502.6394 0
N4 -5.0770 -0.1238 0.0499 0.1988 0.0000 -4.8782 4100.9246 0
N3 -25.6270 -0.2017 0.2517 2.3326 0.0000 -23.2944 12705.7457 0
N2 -4.7600 -0.0239 0.0468 4.9560 0.0000 0.1960 19875.7135 0
N1 -1.2072 -0.0061 0.0119 0.7969 0.0000 -0.4103 19874.6226 0
N50 3.2939 3.7306 0.0324 0.0003 0.0000 3.2942 88.2962 0
N49 1.7271 1.0737 0.0170 0.0004 0.0000 1.7275 160.8523 0
N51 4.0988 1.5983 0.0403 0.0003 0.0000 4.0991 256.4443 0
The total continuity error was -47.198 cubic meters
The remaining total volume was 280.28 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 159.8445 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N53 0.0000 0.0000 175.7681 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N52 0.0000 0.0000 63.6145 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N38 0.0000 0.0000 190.8780 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N51B 0.0000 0.0000 115.1178 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N50B 0.0000 0.0000 142.6790 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N49B 0.0000 0.0000 119.6590 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N47 0.0000 0.0000 275.0095 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N45 0.0000 0.0000 253.3871 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N43 0.0000 0.0000 157.0236 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N42 0.0000 0.0000 144.0652 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N44 0.0000 0.0000 210.3952 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N40 0.0000 0.0000 56.1754 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N39 0.0000 0.0000 109.1327 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N37 0.0000 0.0000 166.7657 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N36 0.0000 0.0000 208.3198 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N35 0.0000 0.0000 53.9667 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N31 0.0000 0.0000 249.3844 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N30 0.0000 0.0000 182.6591 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N29 0.0000 0.0000 478.3116 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N28 0.0000 0.0000 287.1039 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N27 0.0000 0.0000 509.5985 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N26 0.0000 0.0000 43.6648 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N23 0.0000 0.0000 449.1033 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N22 0.0000 0.0000 160.8143 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N21 0.0000 0.0000 250.9368 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N20 0.0000 0.0000 782.3146 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N19 0.0000 0.0000 626.2984 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N18 0.0000 0.0000 390.1286 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N17 0.0000 0.0000 103.1902 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N11 0.0000 0.0000 600.6543 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N10 0.0000 0.0000 257.8225 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N8 0.0000 0.0000 242.5547 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N7 0.0000 0.0000 233.4270 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N6 0.0000 0.0000 741.5615 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N5 0.0000 0.0000 248.7059 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N4 0.0000 0.0000 491.2256 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N2 0.0000 0.0000 247.8716 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 9937.7310 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 0.1800 0.0000
N53 0.0000 0.0000 0.0000 1.1237 0.0000
N52 0.0000 0.0000 0.0000 1.1374 0.0000
N38 0.0000 0.0000 0.0000 1.1567 0.0000
N51B 0.0000 0.0000 0.0000 1.2233 0.0000
N48 0.0000 0.0000 0.0000 1.0089 0.0000
N50B 0.0000 0.0000 0.0000 1.2186 0.0000
N49B 0.0000 0.0000 0.0000 1.2205 0.0000
N47 0.0000 0.0000 0.0000 1.0679 0.0000
N46 0.0000 0.0000 0.0000 1.0872 0.0000
N45 0.0000 0.0000 0.0000 1.1227 0.0000
N43 0.0000 0.0000 0.0000 0.0844 0.0000
N42 0.0000 0.0000 0.0000 0.1133 0.0000
N41 0.0000 0.0000 0.0000 1.0741 0.0000
N44 0.0000 0.0000 0.0000 0.0979 0.0000
N40 0.0000 0.0000 0.0000 1.1059 0.0000
N39 0.0000 0.0000 0.0000 1.0297 0.0000
N37 0.0000 0.0000 0.0000 0.0726 0.0000
N36 0.0000 0.0000 0.0000 1.3176 0.0000
N35 0.0000 0.0000 0.0000 517.9487 0.0000
N34 0.0000 0.0000 0.0000 0.7292 0.0000
N33 0.0000 0.0000 0.0000 1.8740 0.0000
N31 0.0000 0.0000 0.0000 0.0267 0.0000
N30 0.0000 0.0000 0.0000 1.6195 0.0000
N29 0.0000 0.0000 0.0000 0.1590 0.0000
N28 0.0000 0.0000 0.0000 0.0878 0.0000
N27 0.0000 0.0000 0.0000 1.3924 0.0000
N26 0.0000 0.0000 0.0000 0.2456 0.0000
N25 26.0417 0.0000 0.0000 0.8349 0.0000
N24 26.4653 0.0000 0.0000 1.5965 0.0000
N23 0.0000 0.0000 0.0000 0.1393 0.0000
N22 0.0000 0.0000 0.0000 1.7875 0.0000
N21 0.0000 0.0000 0.0000 1.1957 0.0000
N20 0.0000 0.0000 0.0000 1.0373 0.0000
N19 0.0000 0.0000 0.0000 1.5945 0.0000
N18 0.0000 0.0000 0.0000 1.3466 0.0000
N17 0.0000 0.0000 0.0000 1.4453 0.0000
N16 29.8958 0.0000 0.0000 1.8568 0.0000
N15 29.9792 0.0000 0.0000 1.2955 0.0000
N14B 0.0000 0.0000 0.0000 1.3132 0.0000
N14A 0.0000 0.0000 0.0000 1.3154 0.0000
N13 0.0000 0.0000 0.0000 0.8491 0.0000
N12 0.0000 0.0000 0.0000 0.8855 0.0000
N11 0.0000 0.0000 0.0000 1.0236 0.0000
N10 0.0000 0.0000 0.0000 1.0225 0.0000
N9 0.0000 0.0000 0.0000 1.0308 0.0000
N8 0.0000 0.0000 0.0000 1.0545 0.0000
N7 0.0000 0.0000 0.0000 1.0390 0.0000
N6 0.0000 0.0000 0.0000 1.0778 0.0000
N5 0.0000 0.0000 0.0000 1.0316 0.0000
N4 0.0000 0.0000 0.0000 1.1788 0.0000
N3 0.0000 0.0000 0.0000 0.9316 0.0000
N2 0.0000 0.0000 0.0000 0.9418 0.0000
N1 0.0000 0.0000 0.0000 0.9415 0.0000
N50 0.0000 0.0000 0.0000 0.0242 0.0000
N49 0.0000 0.0000 0.0000 0.0296 0.0000
N51 0.0000 0.0000 0.0000 0.0269 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 0.092 percent
The Conduit with the largest sinuosity was.......51b48 with 4.589
*===================================================================*
| 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 159.8670 0.0222
N53 175.7950 0.0244
N52 63.6297 0.0088
N38 190.9053 0.0265
N51B 115.1461 0.0160
N50B 142.7124 0.0198
N49B 119.6894 0.0166
N47 275.0542 0.0382
N45 253.4298 0.0352
N43 157.0480 0.0218
N42 144.0990 0.0200
N44 210.4378 0.0292
N40 56.1883 0.0078
N39 109.1565 0.0152
N37 166.7997 0.0232
N36 208.3619 0.0289
N35 53.9825 0.0075
N31 249.4358 0.0346
N30 182.7007 0.0254
N29 478.3976 0.0664
N28 287.1619 0.0399
N27 509.6808 0.0708
N26 43.6704 0.0061
N23 449.2185 0.0624
N22 160.8398 0.0223
N21 250.9890 0.0349
N20 782.3887 0.1087
N19 626.3934 0.0870
N18 390.1799 0.0542
N17 103.2078 0.0143
N11 600.7300 0.0834
N10 257.8674 0.0358
N8 242.5947 0.0337
N7 233.4650 0.0324
N6 741.6526 0.1030
N5 248.7482 0.0345
N4 491.3055 0.0682
N2 247.9047 0.0344
N1 -9937.7310 -1.3802
Outflow Outflow Average
Junction Volume m^3 Outflow, cms
--------------- ------------ ------------
N1 9937.7310 1.3802
*=====================================================*
| Initial system volume = 0.0500 Cu M |
| Total system inflow volume = 10179.1336 Cu M |
| Inflow + Initial volume = 10179.1836 Cu M |
*=====================================================*
| Total system outflow = 9937.7310 Cu M |
| Volume left in system = 280.2756 Cu M |
| Evaporation = 0.0000 Cu M |
| Outflow + Final Volume = 10218.0067 Cu M |
*=====================================================*
*===============================================*
| Total Model Continuity Error |
| Error in Continuity, Percent = -0.3814 |
| Error in Continuity, m^3 = -38.823 |
| + Error means a continuity loss, - a gain |
*===============================================*
###################################################
# Table E22. Numerical Model judgement section #
###################################################
Your overall error was -0.3814 percent
Worst nodal error was in node N12 with 1.1428 percent
Of the total inflow this loss was 0.8182 percent
Your overall continuity error was Excellent
Excellent Efficiency
Efficiency of the simulation 1.43
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\m100y30m.out
*==============================================================*
| SWMM Simulation Date and Time Summary |
*==============================================================*
| Starting Date... October 12, 2017 Time... 15:45:45: 1 |
| Ending Date... October 12, 2017 Time... 15:45:57:26 |
| Elapsed Time... 0.20417 minutes or 12.25000 seconds |
*==============================================================*
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