Original source · versioned page text
m50y25m.out
From the archive XPXtrm.zip, inside Further information re: stormwater modelling - REC17/0011. File date in the archive: 2017-10-12 15:27.
1.8600 1.6000 2.6893 2.8846 Natural
1312 N13 N12 1.8600 1.6800 2.6893 2.5312 Natural
1211 N12 N11 1.6800 1.3400 2.5312 2.3363 Natural
1103 N11 N3 1.3400 1.1000 2.3363 2.0056 Natural
0912 N9 N12 3.5000 2.0000 3.5288 2.5312 Natural
0908 N9 N8 2.5000 2.0000 3.5288 3.0527 Circular
0811 N8 N11 3.0000 2.0000 3.0527 2.3363 Natural
0804 N8 N4 2.0000 1.7000 3.0527 2.8733 Circular
0201 N2 N1 1.0500 0.9300 1.9643 1.8452 Natural
50b50 N50B N50 5.9000 5.7000 5.9178 5.7232 Natural
49b40 N49B N49 5.2000 5.0000 5.2199 5.0287 Natural
51b50 N51B N51 5.0000 4.8000 5.0228 4.8263 Natural
L610 N33 N14A 2.6000 1.6000 4.3947 2.8846 Circular
51b48 N51B N48 3.8000 3.6000 5.0228 4.6087 Circular
5352o N53 N52 8.4000 7.1000 8.5199 7.2326 Natural
5352u N53 N52 7.4000 6.1000 8.5199 7.2326 Circular
5238o N52 N38 7.1000 6.0000 7.2326 6.1505 Natural
5238u N52 N38 6.1000 5.0000 7.2326 6.1505 Circular
3851o N38 N51B 6.3000 5.0000 6.1505 5.0228 Natural
3851u N38 N51B 5.0000 3.8000 6.1505 5.0228 Circular
5049u N50B N49B 5.7000 5.0000 5.9178 5.2199 Circular
4948u N49B N48 4.0000 3.6000 5.2199 4.6087 Circular
4845o N48 N45 4.6000 3.5000 4.6087 3.6185 Natural
4845u N48 N45 3.6000 2.5000 4.6087 3.6185 Circular
4746o N47 N46 4.6000 4.0000 4.6632 4.0822 Natural
4746u N47 N46 3.6000 3.0000 4.6632 4.0822 Circular
4645o N46 N45 4.0000 3.5000 4.0822 3.6185 Natural
4645u N46 N45 3.0000 2.5000 4.0822 3.6185 Circular
4140o N41 N40 7.6000 6.6000 7.6701 6.7016 Natural
4140u N41 N40 6.6000 5.6000 7.6701 6.7016 Circular
4038o N40 N38 6.6000 6.0000 6.7016 6.1505 Natural
4038u N40 N38 5.6000 5.0000 6.7016 6.1505 Circular
3938o N39 N38 7.0000 6.0000 7.0287 6.1505 Natural
3938u N39 N38 6.0000 5.0000 7.0287 6.1505 Circular
3836o N38 N36 6.0000 5.5200 6.1505 5.7803 Natural
3836u N38 N36 5.0000 4.4700 6.1505 5.7803 Circular
3635o N36 N35 5.6000 5.4500 5.7803 5.6302 Natural
3635u N36 N35 4.4700 4.0000 5.7803 5.1201 Circular
3533o N35 N33 4.8600 4.6800 5.1201 4.9349 Rectangle
3533u N35 N33 4.0000 3.9000 5.1201 4.3941 Rectangle
2217o N22 N17 3.4000 2.9500 3.6328 3.1807 Natural
2217u N22 N17 1.8600 1.7500 3.6328 3.1772 Circular
2019o N20 N19 7.0000 6.0000 7.0351 6.0864 Natural
2019u N20 N19 6.0000 4.5000 7.0351 6.0864 Circular
1918o N19 N18 6.0000 3.0000 6.0864 3.2393 Natural
1918u N19 N18 4.5000 1.9000 6.0864 3.2393 Circular
1817o N18 N17 3.0000 2.9500 3.2393 3.1772 Natural
1817u N18 N17 1.9000 1.7500 3.2393 3.1772 Circular
1009o N10 N9 4.6000 3.5000 4.6202 3.5288 Natural
1009u N10 N9 3.6000 2.5000 4.6202 3.5288 Circular
0706o N7 N6 5.0000 4.5000 5.0373 4.5744 Natural
0706u N7 N6 4.0000 3.5000 5.0373 4.5744 Circular
0604o N6 N4 4.5000 2.8000 4.5744 2.8741 Natural
0604u N6 N4 3.5000 1.7000 4.5744 2.8733 Circular
0504o N5 N4 4.3000 2.8000 4.3299 2.8733 Natural
0504u N5 N4 3.3000 1.7000 4.3299 2.8733 Circular
0403o N4 N3 2.8000 2.0000 2.8733 2.0648 Natural
0403u N4 N3 1.7000 1.1000 2.8733 2.0056 Circular
0302o N3 N2 1.8200 1.8100 2.0056 1.9643 Natural
0302u N3 N2 1.1000 1.0500 2.0056 1.9643 Rectangle
14b14ao N14B N14A 2.9900 2.5000 3.1055 2.8846 Natural
14b14au N14B N14A 1.8000 1.6000 3.1055 2.8846 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 -1.9517 -0.7226 0.0229 0.0601 0.0000 -1.8916 270.0575 0
N53 -1.3832 -0.2434 0.0162 0.0643 0.0000 -1.3189 568.1695 0
N52 1.2500 0.1852 0.0146 0.0351 0.0000 1.2851 674.9376 0
N38 -3.7190 -0.1715 0.0435 0.3393 0.0000 -3.3797 2168.1592 0
N51B -0.9833 -0.2056 0.0115 0.0652 0.0000 -0.9180 478.2598 0
N48 -1.0296 -0.2095 0.0121 0.0616 0.0000 -0.9680 491.3748 0
N50B 0.1831 0.0767 0.0021 1.0068 0.0000 1.1899 238.2877 0
N49B -0.4511 -0.1262 0.0053 0.0113 0.0000 -0.4397 357.5520 0
N47 -2.6285 -0.4887 0.0308 0.0200 0.0000 -2.6085 537.8314 0
N46 -4.1316 -0.6181 0.0484 0.0554 0.0000 -4.0762 668.4609 0
N45 15.4122 0.9790 0.1805 0.3895 0.0000 15.8017 1574.1324 0
N43 -0.1426 -0.0541 0.0017 0.0147 0.0000 -0.1279 263.6409 0
N42 -0.5116 -0.1011 0.0060 0.0266 0.0000 -0.4849 506.1522 0
N41 0.8928 0.1765 0.0105 0.0234 0.0000 0.9162 505.7523 0
N44 -2.8094 -0.7893 0.0329 0.0149 0.0000 -2.7945 355.9406 0
N40 -14.4178 -1.4831 0.1688 0.0698 0.0000 -14.3480 972.1348 0
N39 -0.7062 -0.3841 0.0083 0.0105 0.0000 -0.6957 183.8725 0
N37 -1.3385 -0.4759 0.0157 0.0185 0.0000 -1.3200 281.2455 0
N36 -9.6245 -0.2752 0.1127 0.7709 0.0000 -8.8536 3497.0921 0
N35 -36.5793 -1.0403 0.4283 232.1427 0.0000 195.5634 3400.3124 0
N34 -4.2384 -0.3788 0.0496 0.5003 0.0000 -3.7381 1118.6940 0
N33 -6.7146 -0.3209 0.0786 5.5532 0.0000 -1.1615 2089.8788 0
N31 -9.4288 -2.2031 0.1104 0.0805 0.0000 -9.3483 427.9311 0
N30 -6.5549 -0.2949 0.0768 0.2963 0.0000 -6.2585 2222.4863 0
N29 -0.3660 -0.0249 0.0043 0.4450 0.0000 0.0790 1472.4472 0
N28 -1.4744 -0.3050 0.0173 0.0263 0.0000 -1.4482 483.3823 0
N27 -1.1440 -0.0853 0.0134 0.7973 0.0000 -0.3467 1340.3503 0
N26 -12.1890 -1.8484 0.1427 1.0555 0.0000 -11.1335 658.8956 0
N25 3.6025 0.4725 0.0422 0.0737 0.0000 3.6762 762.4518 0
N24 -6.3209 -0.3122 0.0740 0.2117 0.0000 -6.1092 2024.8053 0
N23 5.8083 0.7764 0.0680 0.0658 0.0000 5.8742 748.0544 0
N22 -18.3304 -0.4382 0.2146 0.3030 0.0000 -18.0274 4182.9956 0
N21 2.0248 0.4836 0.0237 1.0125 0.0000 3.0373 418.1924 0
N20 -3.0382 -0.2312 0.0356 0.0466 0.0000 -2.9917 1314.1074 0
N19 -3.9416 -0.1662 0.0462 0.3547 0.0000 -3.5869 2371.3284 0
N18 43.1339 1.4446 0.5051 0.4069 0.0000 43.5408 2985.5684 0
N17 5.3558 0.0693 0.0627 0.6941 0.0000 6.0499 7724.8221 0
N16 -3.1186 -0.0486 0.0365 2.0112 0.0000 -1.1074 6416.2737 0
N15 -0.1993 -0.0034 0.0023 4.1305 0.0000 3.9312 5921.0294 0
N14B -11.6367 -0.4955 0.1363 0.2306 0.0000 -11.4060 2348.3450 0
N14A 2.4052 0.0424 0.0282 6.6465 0.0500 9.0017 5663.9066 0
N13 -7.2282 -0.1277 0.0846 0.4325 0.0000 -6.7957 5661.3029 0
N12 93.1714 1.6494 1.0910 0.0870 0.0000 93.2584 5648.8028 0
N11 54.0010 0.8054 0.6323 0.8582 0.0000 54.8592 6704.6316 0
N10 -0.3379 -0.0780 0.0040 0.0197 0.0000 -0.3182 432.9638 0
N9 -0.3318 -0.0765 0.0039 0.0444 0.0000 -0.2874 433.5008 0
N8 7.8979 1.0404 0.0925 0.0722 0.0000 7.9701 759.0652 0
N7 -0.8734 -0.2225 0.0102 0.0218 0.0000 -0.8517 392.5367 0
N6 1.4577 0.0891 0.0171 0.0794 0.0000 1.5370 1635.7739 0
N5 -2.3432 -0.5584 0.0274 0.0320 0.0000 -2.3112 419.6051 0
N4 -0.1283 -0.0037 0.0015 0.1836 0.0000 0.0553 3434.3497 0
N3 -21.0271 -0.2081 0.2462 2.2408 0.0000 -18.7863 10101.5045 0
N2 -4.1392 -0.0252 0.0485 4.8290 0.0000 0.6898 16451.3469 0
N1 -0.9913 -0.0060 0.0116 0.7767 0.0000 -0.2146 16450.9509 0
N50 3.4334 4.4410 0.0402 0.0003 0.0000 3.4337 77.3116 0
N49 3.7839 2.9614 0.0443 0.0004 0.0000 3.7842 127.7736 0
N51 4.4019 2.0903 0.0515 0.0003 0.0000 4.4022 210.5866 0
The total continuity error was 39.712 cubic meters
The remaining total volume was 269.82 cubic meters
Your mean node continuity error was Excellent
Your worst node continuity error was Great
*===================================================*
| 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 134.0891 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N53 0.0000 0.0000 147.4622 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N52 0.0000 0.0000 53.3869 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N38 0.0000 0.0000 160.0840 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N51B 0.0000 0.0000 96.6122 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N50B 0.0000 0.0000 119.7344 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N49B 0.0000 0.0000 100.4258 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N47 0.0000 0.0000 230.6595 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N45 0.0000 0.0000 212.5429 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N43 0.0000 0.0000 131.7396 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N42 0.0000 0.0000 120.8975 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N44 0.0000 0.0000 176.5377 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N40 0.0000 0.0000 47.1409 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N39 0.0000 0.0000 91.5789 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N37 0.0000 0.0000 139.9337 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N36 0.0000 0.0000 174.8002 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N35 0.0000 0.0000 45.2993 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N31 0.0000 0.0000 209.2617 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N30 0.0000 0.0000 153.2856 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N29 0.0000 0.0000 401.2916 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N28 0.0000 0.0000 240.9073 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N27 0.0000 0.0000 427.4795 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N26 0.0000 0.0000 36.6190 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N23 0.0000 0.0000 376.9357 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N22 0.0000 0.0000 134.9232 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N21 0.0000 0.0000 210.5709 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N20 0.0000 0.0000 655.5324 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N19 0.0000 0.0000 525.2722 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N18 0.0000 0.0000 327.1391 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N17 0.0000 0.0000 86.5681 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N11 0.0000 0.0000 503.6512 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N10 0.0000 0.0000 216.3027 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N8 0.0000 0.0000 203.4789 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N7 0.0000 0.0000 195.8201 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N6 0.0000 0.0000 621.8099 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N5 0.0000 0.0000 208.6486 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N4 0.0000 0.0000 412.0839 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N2 0.0000 0.0000 207.8625 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 8225.9519 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 0.1778 0.0000
N53 0.0000 0.0000 0.0000 1.1199 0.0000
N52 0.0000 0.0000 0.0000 1.1326 0.0000
N38 0.0000 0.0000 0.0000 1.1505 0.0000
N51B 0.0000 0.0000 0.0000 1.2228 0.0000
N48 0.0000 0.0000 0.0000 1.0087 0.0000
N50B 0.0000 0.0000 0.0000 1.2178 0.0000
N49B 0.0000 0.0000 0.0000 1.2199 0.0000
N47 0.0000 0.0000 0.0000 1.0632 0.0000
N46 0.0000 0.0000 0.0000 1.0822 0.0000
N45 0.0000 0.0000 0.0000 1.1185 0.0000
N43 0.0000 0.0000 0.0000 0.0830 0.0000
N42 0.0000 0.0000 0.0000 0.1116 0.0000
N41 0.0000 0.0000 0.0000 1.0701 0.0000
N44 0.0000 0.0000 0.0000 0.0966 0.0000
N40 0.0000 0.0000 0.0000 1.1016 0.0000
N39 0.0000 0.0000 0.0000 1.0287 0.0000
N37 0.0000 0.0000 0.0000 0.0714 0.0000
N36 0.0000 0.0000 0.0000 1.3103 0.0000
N35 0.0000 0.0000 0.0000 514.1478 0.0000
N34 0.0000 0.0000 0.0000 0.7149 0.0000
N33 0.0000 0.0000 0.0000 1.7947 0.0000
N31 0.0000 0.0000 0.0000 0.0261 0.0000
N30 0.0000 0.0000 0.0000 1.6121 0.0000
N29 0.0000 0.0000 0.0000 0.1550 0.0000
N28 0.0000 0.0000 0.0000 0.0864 0.0000
N27 0.0000 0.0000 0.0000 1.3873 0.0000
N26 0.0000 0.0000 0.0000 0.2403 0.0000
N25 20.6875 0.0000 0.0000 0.8263 0.0000
N24 21.6319 0.0000 0.0000 1.5827 0.0000
N23 0.0000 0.0000 0.0000 0.1382 0.0000
N22 0.0000 0.0000 0.0000 1.7728 0.0000
N21 0.0000 0.0000 0.0000 1.1772 0.0000
N20 0.0000 0.0000 0.0000 1.0352 0.0000
N19 0.0000 0.0000 0.0000 1.5864 0.0000
N18 0.0000 0.0000 0.0000 1.3393 0.0000
N17 0.0000 0.0000 0.0000 1.4272 0.0000
N16 25.0208 0.0000 0.0000 1.8421 0.0000
N15 25.2139 0.0000 0.0000 1.2784 0.0000
N14B 0.0000 0.0000 0.0000 1.3055 0.0000
N14A 0.0000 0.0000 0.0000 1.2846 0.0000
N13 0.0000 0.0000 0.0000 0.8293 0.0000
N12 0.0000 0.0000 0.0000 0.8512 0.0000
N11 0.0000 0.0000 0.0000 0.9963 0.0000
N10 0.0000 0.0000 0.0000 1.0202 0.0000
N9 0.0000 0.0000 0.0000 1.0288 0.0000
N8 0.0000 0.0000 0.0000 1.0527 0.0000
N7 0.0000 0.0000 0.0000 1.0373 0.0000
N6 0.0000 0.0000 0.0000 1.0744 0.0000
N5 0.0000 0.0000 0.0000 1.0299 0.0000
N4 0.0000 0.0000 0.0000 1.1733 0.0000
N3 0.0000 0.0000 0.0000 0.9056 0.0000
N2 0.0000 0.0000 0.0000 0.9143 0.0000
N1 0.0000 0.0000 0.0000 0.9152 0.0000
N50 0.0000 0.0000 0.0000 0.0232 0.0000
N49 0.0000 0.0000 0.0000 0.0287 0.0000
N51 0.0000 0.0000 0.0000 0.0263 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 0.016 percent
The Junction with the largest average change was.N16 with 0.085 percent
The Conduit with the largest sinuosity was.......51b48 with 4.597
*===================================================================*
| 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 134.1159 0.0186
N53 147.4942 0.0205
N52 53.4040 0.0074
N38 160.1160 0.0222
N51B 96.6441 0.0134
N50B 119.7725 0.0166
N49B 100.4599 0.0140
N47 230.7106 0.0320
N45 212.5917 0.0295
N43 131.7685 0.0183
N42 120.9361 0.0168
N44 176.5869 0.0245
N40 47.1555 0.0065
N39 91.6061 0.0127
N37 139.9730 0.0194
N36 174.8487 0.0243
N35 45.3167 0.0063
N31 209.3209 0.0291
N30 153.3330 0.0213
N29 401.3919 0.0557
N28 240.9743 0.0335
N27 427.5761 0.0594
N26 36.6257 0.0051
N23 377.0656 0.0524
N22 134.9535 0.0187
N21 210.6314 0.0293
N20 655.6211 0.0911
N19 525.3836 0.0730
N18 327.1991 0.0454
N17 86.5886 0.0120
N11 503.7396 0.0700
N10 216.3555 0.0300
N8 203.5260 0.0283
N7 195.8649 0.0272
N6 621.9186 0.0864
N5 208.6985 0.0290
N4 412.1783 0.0572
N2 207.9010 0.0289
N1 -8225.9519 -1.1425
Outflow Outflow Average
Junction Volume m^3 Outflow, cms
--------------- ------------ ------------
N1 8225.9519 1.1425
*=====================================================*
| Initial system volume = 0.0500 Cu M |
| Total system inflow volume = 8538.3689 Cu M |
| Inflow + Initial volume = 8538.4189 Cu M |
*=====================================================*
| Total system outflow = 8225.9519 Cu M |
| Volume left in system = 269.8212 Cu M |
| Evaporation = 0.0000 Cu M |
| Outflow + Final Volume = 8495.7731 Cu M |
*=====================================================*
*===============================================*
| Total Model Continuity Error |
| Error in Continuity, Percent = 0.4651 |
| Error in Continuity, m^3 = 39.712 |
| + Error means a continuity loss, - a gain |
*===============================================*
###################################################
# Table E22. Numerical Model judgement section #
###################################################
Your overall error was 0.4651 percent
Worst nodal error was in node N12 with 1.6494 percent
Of the total inflow this loss was 1.0912 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\m50y25m.out
*==============================================================*
| SWMM Simulation Date and Time Summary |
*==============================================================*
| Starting Date... October 12, 2017 Time... 15:27: 1:76 |
| Ending Date... October 12, 2017 Time... 15:27:13:67 |
| Elapsed Time... 0.19850 minutes or 11.91000 seconds |
*==============================================================*
See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalSearchable page text hides email addresses. Original files are unchanged and may show email addresses.