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100ycc1h.out
From the archive XPXtrm.zip, inside Further information re: stormwater modelling - REC17/0011. File date in the archive: 2017-10-12 21:21.
1.8600 1.6000 2.7783 3.0056 Natural
1312 N13 N12 1.8600 1.6800 2.7783 2.6820 Natural
1211 N12 N11 1.6800 1.3400 2.6820 2.4626 Natural
1103 N11 N3 1.3400 1.1000 2.4626 2.1248 Natural
0912 N9 N12 3.5000 2.0000 3.5364 2.6820 Natural
0908 N9 N8 2.5000 2.0000 3.5364 3.0599 Circular
0811 N8 N11 3.0000 2.0000 3.0599 2.4626 Natural
0804 N8 N4 2.0000 1.7000 3.0599 2.8984 Circular
0201 N2 N1 1.0500 0.9300 2.1042 1.9842 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 4.4717 3.0056 Circular
51b48 N51B N48 3.8000 3.6000 5.0254 4.6093 Circular
5352o N53 N52 8.4000 7.1000 8.5356 7.2521 Natural
5352u N53 N52 7.4000 6.1000 8.5356 7.2521 Circular
5238o N52 N38 7.1000 6.0000 7.2521 6.1700 Natural
5238u N52 N38 6.1000 5.0000 7.2521 6.1700 Circular
3851o N38 N51B 6.3000 5.0000 6.1700 5.0254 Natural
3851u N38 N51B 5.0000 3.8000 6.1700 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 3.6484 Natural
4845u N48 N45 3.6000 2.5000 4.6093 3.6484 Circular
4746o N47 N46 4.6000 4.0000 4.6796 4.1001 Natural
4746u N47 N46 3.6000 3.0000 4.6796 4.1001 Circular
4645o N46 N45 4.0000 3.5000 4.1001 3.6484 Natural
4645u N46 N45 3.0000 2.5000 4.1001 3.6484 Circular
4140o N41 N40 7.6000 6.6000 7.6863 6.7117 Natural
4140u N41 N40 6.6000 5.6000 7.6863 6.7117 Circular
4038o N40 N38 6.6000 6.0000 6.7117 6.1700 Natural
4038u N40 N38 5.6000 5.0000 6.7117 6.1700 Circular
3938o N39 N38 7.0000 6.0000 7.0332 6.1700 Natural
3938u N39 N38 6.0000 5.0000 7.0332 6.1700 Circular
3836o N38 N36 6.0000 5.5200 6.1700 5.8065 Natural
3836u N38 N36 5.0000 4.4700 6.1700 5.8065 Circular
3635o N36 N35 5.6000 5.4500 5.8065 5.6564 Natural
3635u N36 N35 4.4700 4.0000 5.8065 5.1443 Circular
3533o N35 N33 4.8600 4.6800 5.1443 4.9586 Rectangle
3533u N35 N33 4.0000 3.9000 5.1443 4.4718 Rectangle
2217o N22 N17 3.4000 2.9500 3.6758 3.2491 Natural
2217u N22 N17 1.8600 1.7500 3.6758 3.2491 Circular
2019o N20 N19 7.0000 6.0000 7.0443 6.1163 Natural
2019u N20 N19 6.0000 4.5000 7.0443 6.1163 Circular
1918o N19 N18 6.0000 3.0000 6.1163 3.2792 Natural
1918u N19 N18 4.5000 1.9000 6.1163 3.2792 Circular
1817o N18 N17 3.0000 2.9500 3.2792 3.2491 Natural
1817u N18 N17 1.9000 1.7500 3.2792 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 5.0445 4.5875 Natural
0706u N7 N6 4.0000 3.5000 5.0445 4.5875 Circular
0604o N6 N4 4.5000 2.8000 4.5875 2.8984 Natural
0604u N6 N4 3.5000 1.7000 4.5875 2.8984 Circular
0504o N5 N4 4.3000 2.8000 4.3373 2.8984 Natural
0504u N5 N4 3.3000 1.7000 4.3373 2.8984 Circular
0403o N4 N3 2.8000 2.0000 2.8984 2.1248 Natural
0403u N4 N3 1.7000 1.1000 2.8984 2.1248 Circular
0302o N3 N2 1.8200 1.8100 2.1248 2.1042 Natural
0302u N3 N2 1.1000 1.0500 2.1248 2.1042 Rectangle
14b14ao N14B N14A 2.9900 2.5000 3.1337 3.0056 Natural
14b14au N14B N14A 1.8000 1.6000 3.1337 3.0056 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 -1.7262 -0.3346 0.0105 0.1172 0.0000 -1.6090 515.7995 0
N53 -1.9946 -0.1839 0.0122 0.1315 0.0000 -1.8631 1084.6095 0
N52 0.8572 0.0664 0.0052 0.0656 0.0000 0.9228 1290.5277 0
N38 -7.3452 -0.1787 0.0448 0.8382 0.0000 -6.5070 4110.4917 0
N51B -0.7982 -0.0941 0.0049 0.1243 0.0000 -0.6738 848.3802 0
N48 -0.7556 -0.0866 0.0046 0.1215 0.0000 -0.6341 872.8449 0
N50B 0.1300 0.0283 0.0008 1.0120 0.0000 1.1420 458.8419 0
N49B -0.6544 -0.0945 0.0040 0.0223 0.0000 -0.6322 692.8008 0
N47 -4.2321 -0.4077 0.0258 0.0337 0.0000 -4.1983 1038.1156 0
N46 -4.7679 -0.3692 0.0291 0.0968 0.0000 -4.6711 1291.4714 0
N45 11.2702 0.3789 0.0687 0.5200 0.0000 11.7902 2974.1120 0
N43 -0.1348 -0.0267 0.0008 0.0248 0.0000 -0.1099 505.1640 0
N42 -0.8328 -0.0858 0.0051 0.0465 0.0000 -0.7863 970.5976 0
N41 -0.4116 -0.0424 0.0025 0.0442 0.0000 -0.3674 971.8492 0
N44 -7.5671 -1.1349 0.0461 0.0275 0.0000 -7.5396 666.7443 0
N40 -19.1204 -1.0461 0.1166 0.1271 0.0000 -18.9933 1827.6914 0
N39 -0.4902 -0.1392 0.0030 0.0203 0.0000 -0.4699 352.1505 0
N37 -1.2970 -0.2408 0.0079 0.0355 0.0000 -1.2615 538.7061 0
N36 -5.5763 -0.0808 0.0340 1.4765 0.0000 -4.0998 6899.1391 0
N35 -8.7564 -0.1262 0.0534 291.6010 0.0000 282.8445 6793.8764 0
N34 -7.7469 -0.2646 0.0472 0.5003 0.0000 -7.2467 2927.4786 0
N33 -6.6871 -0.1861 0.0408 6.0275 0.0000 -0.6596 3590.6317 0
N31 1.2685 0.1581 0.0077 0.1511 0.0000 1.4196 802.2497 0
N30 -11.6525 -0.2743 0.0710 0.4438 0.0000 -11.2087 4247.3027 0
N29 -3.4215 -0.1203 0.0209 0.5685 0.0000 -2.8529 2844.0918 0
N28 -1.6302 -0.1759 0.0099 0.0501 0.0000 -1.5801 926.8768 0
N27 -1.8452 -0.0717 0.0112 0.9532 0.0000 -0.8920 2571.7049 0
N26 -11.6486 -0.9024 0.0710 1.2431 0.0000 -10.4056 1290.2577 0
N25 1.9581 0.1368 0.0119 0.1331 0.0000 2.0913 1431.1400 0
N24 -5.4379 -0.1490 0.0332 0.3247 0.0000 -5.1132 3648.9127 0
N23 6.1140 0.4243 0.0373 0.1209 0.0000 6.2348 1440.7930 0
N22 -15.8409 -0.1852 0.0966 0.4875 0.0000 -15.3534 8554.8615 0
N21 1.1024 0.1366 0.0067 1.0232 0.0000 2.1256 806.2975 0
N20 -4.1735 -0.1650 0.0254 0.0797 0.0000 -4.0938 2529.9561 0
N19 -9.0828 -0.1991 0.0554 0.6093 0.0000 -8.4735 4560.5161 0
N18 45.7867 0.7922 0.2791 0.6997 0.0000 46.4864 5779.1708 0
N17 -7.4135 -0.0480 0.0452 1.0177 0.0000 -6.3957 15443.9498 0
N16 -3.6671 -0.0331 0.0224 2.4215 0.0000 -1.2456 11073.2736 0
N15 -0.9161 -0.0096 0.0056 4.8936 0.0000 3.9775 9518.1851 0
N14B -20.3521 -0.3119 0.1241 0.2654 0.0000 -20.0867 6524.3996 0
N14A -2.3282 -0.0180 0.0142 7.2655 0.0500 4.8873 12933.3880 0
N13 -17.6316 -0.1362 0.1075 0.5444 0.0000 -17.0872 12944.3676 0
N12 44.4609 0.3400 0.2710 0.2087 0.0000 44.6696 13076.1433 0
N11 3.8961 0.0253 0.0238 1.3579 0.0000 5.2540 15414.8010 0
N10 -1.8113 -0.2175 0.0110 0.0356 0.0000 -1.7757 832.7922 0
N9 -0.2673 -0.0320 0.0016 0.0819 0.0000 -0.1854 834.7041 0
N8 6.3305 0.4364 0.0386 0.1379 0.0000 6.4684 1450.4044 0
N7 -0.9372 -0.1244 0.0057 0.0365 0.0000 -0.9008 753.3454 0
N6 2.3808 0.0757 0.0145 0.1402 0.0000 2.5209 3143.6888 0
N5 -0.0687 -0.0086 0.0004 0.0651 0.0000 -0.0036 801.6497 0
N4 0.2760 0.0042 0.0017 0.3400 0.0000 0.6160 6513.0375 0
N3 -45.7281 -0.2082 0.2788 2.9881 0.0000 -42.7400 21961.3190 0
N2 -19.2677 -0.0596 0.1175 5.7966 0.0000 -13.4711 32323.7251 0
N1 -2.5458 -0.0079 0.0155 0.9386 0.0000 -1.6072 32332.3456 0
N50 1.6323 1.0915 0.0100 0.0003 0.0000 1.6326 149.5435 0
N49 1.4867 0.6043 0.0091 0.0004 0.0000 1.4871 246.0388 0
N51 2.3071 0.5491 0.0141 0.0003 0.0000 2.3074 420.1742 0
The total continuity error was -137.30 cubic meters
The remaining total volume was 338.44 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 257.1048 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N53 0.0000 0.0000 282.6765 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N52 0.0000 0.0000 102.5206 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N38 0.0000 0.0000 307.6760 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N51B 0.0000 0.0000 185.5470 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N50B 0.0000 0.0000 230.0093 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N49B 0.0000 0.0000 192.8975 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N47 0.0000 0.0000 443.0334 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N45 0.0000 0.0000 408.1900 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N43 0.0000 0.0000 252.5233 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N42 0.0000 0.0000 232.1883 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N44 0.0000 0.0000 339.0138 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N40 0.0000 0.0000 90.5562 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N39 0.0000 0.0000 175.8522 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N37 0.0000 0.0000 268.7173 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N36 0.0000 0.0000 335.6537 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N35 0.0000 0.0000 87.0330 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N31 0.0000 0.0000 401.8449 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N30 0.0000 0.0000 294.3517 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N29 0.0000 0.0000 770.5725 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N28 0.0000 0.0000 462.6167 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N27 0.0000 0.0000 821.1299 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N26 0.0000 0.0000 70.3449 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N23 0.0000 0.0000 723.5654 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N22 0.0000 0.0000 258.6113 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N21 0.0000 0.0000 404.1976 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N20 0.0000 0.0000 1262.9571 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N19 0.0000 0.0000 1009.1135 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N18 0.0000 0.0000 628.5119 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N17 0.0000 0.0000 166.1953 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N11 0.0000 0.0000 967.3079 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N10 0.0000 0.0000 415.5185 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N8 0.0000 0.0000 390.9569 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N7 0.0000 0.0000 376.2406 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N6 0.0000 0.0000 1196.0282 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N5 0.0000 0.0000 400.8483 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N4 0.0000 0.0000 791.8122 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N2 0.0000 0.0000 399.1536 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 16166.2734 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 1.1356 0.0000
N52 0.0000 0.0000 0.0000 1.1521 0.0000
N38 0.0000 0.0000 0.0000 1.1700 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 1.0796 0.0000
N46 0.0000 0.0000 0.0000 1.1001 0.0000
N45 0.0000 0.0000 0.0000 1.1484 0.0000
N43 0.0000 0.0000 0.0000 0.0890 0.0000
N42 0.0000 0.0000 0.0000 0.1192 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 1.1117 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 1.3365 0.0000
N35 0.0000 0.0000 0.0000 527.6772 0.0000
N34 0.0000 0.0000 0.0000 0.7641 0.0000
N33 0.0000 0.0000 0.0000 1.8718 0.0000
N31 0.0000 0.0000 0.0000 0.0292 0.0000
N30 0.0000 0.0000 0.0000 1.6404 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 1.4101 0.0000
N26 0.0000 0.0000 0.0000 0.2626 0.0000
N25 37.0024 0.0000 0.0000 0.8696 0.0000
N24 37.6042 0.0000 0.0000 1.6267 0.0000
N23 0.0000 0.0000 0.0000 0.1375 0.0000
N22 0.0000 0.0000 0.0000 1.8158 0.0000
N21 0.0000 0.0000 0.0000 1.2492 0.0000
N20 0.0000 0.0000 0.0000 1.0443 0.0000
N19 0.0000 0.0000 0.0000 1.6163 0.0000
N18 0.0000 0.0000 0.0000 1.3792 0.0000
N17 0.0000 0.0000 0.0000 1.4991 0.0000
N16 47.6736 0.0000 0.0000 1.9090 0.0000
N15 48.6458 0.0000 0.0000 1.3956 0.0000
N14B 0.0000 0.0000 0.0000 1.3337 0.0000
N14A 0.0000 0.0000 0.0000 1.4056 0.0000
N13 0.0000 0.0000 0.0000 0.9183 0.0000
N12 0.0000 0.0000 0.0000 1.0020 0.0000
N11 0.0000 0.0000 0.0000 1.1226 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 1.0445 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 1.1984 0.0000
N3 0.0000 0.0000 0.0000 1.0248 0.0000
N2 0.0000 0.0000 0.0000 1.0542 0.0000
N1 0.0000 0.0000 0.0000 1.0542 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..0201 with 0.027 percent
The Junction with the largest average change was.N16 with 0.107 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 257.1116 0.0357
N53 282.6847 0.0393
N52 102.5262 0.0142
N38 307.6850 0.0427
N51B 185.5576 0.0258
N50B 230.0215 0.0319
N49B 192.9091 0.0268
N47 443.0493 0.0615
N45 408.2053 0.0567
N43 252.5306 0.0351
N42 232.2005 0.0323
N44 339.0288 0.0471
N40 90.5608 0.0126
N39 175.8606 0.0244
N37 268.7290 0.0373
N36 335.6683 0.0466
N35 87.0390 0.0121
N31 401.8627 0.0558
N30 294.3666 0.0409
N29 770.6010 0.1070
N28 462.6368 0.0643
N27 821.1569 0.1140
N26 70.3467 0.0098
N23 723.6068 0.1005
N22 258.6190 0.0359
N21 404.2151 0.0561
N20 1262.9805 0.1754
N19 1009.1449 0.1402
N18 628.5294 0.0873
N17 166.2015 0.0231
N11 967.3340 0.1344
N10 415.5333 0.0577
N8 390.9699 0.0543
N7 376.2529 0.0523
N6 1196.0572 0.1661
N5 400.8621 0.0557
N4 791.8381 0.1100
N2 399.1649 0.0554
N1 -16166.2734 -2.2453
Outflow Outflow Average
Junction Volume m^3 Outflow, cms
--------------- ------------ ------------
N1 16166.2734 2.2453
*=====================================================*
| Initial system volume = 0.0500 Cu M |
| Total system inflow volume = 16403.0720 Cu M |
| Inflow + Initial volume = 16403.1220 Cu M |
*=====================================================*
| Total system outflow = 16166.2734 Cu M |
| Volume left in system = 338.4380 Cu M |
| Evaporation = 0.0000 Cu M |
| Outflow + Final Volume = 16504.7113 Cu M |
*=====================================================*
*===============================================*
| Total Model Continuity Error |
| Error in Continuity, Percent = -0.6193 |
| Error in Continuity, m^3 = -101.589 |
| + Error means a continuity loss, - a gain |
*===============================================*
###################################################
# Table E22. Numerical Model judgement section #
###################################################
Your overall error was -0.6193 percent
Worst nodal error was in node N18 with 0.7923 percent
Of the total inflow this loss was 0.2791 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\100ycc1h.out
*==============================================================*
| SWMM Simulation Date and Time Summary |
*==============================================================*
| Starting Date... October 12, 2017 Time... 21:21:42:92 |
| Ending Date... October 12, 2017 Time... 21:21:55:59 |
| Elapsed Time... 0.21117 minutes or 12.67000 seconds |
*==============================================================*
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