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100ycc25m.out
From the archive XPXtrm.zip, inside Further information re: stormwater modelling - REC17/0011. File date in the archive: 2017-10-12 21:14.
1.8600 1.6000 2.7914 3.0237 Natural
1312 N13 N12 1.8600 1.6800 2.7914 2.6974 Natural
1211 N12 N11 1.6800 1.3400 2.6974 2.4687 Natural
1103 N11 N3 1.3400 1.1000 2.4687 2.1242 Natural
0912 N9 N12 3.5000 2.0000 3.5404 2.6974 Natural
0908 N9 N8 2.5000 2.0000 3.5404 3.0635 Circular
0811 N8 N11 3.0000 2.0000 3.0635 2.4687 Natural
0804 N8 N4 2.0000 1.7000 3.0635 2.9069 Circular
0201 N2 N1 1.0500 0.9300 2.1033 1.9833 Natural
50b50 N50B N50 5.9000 5.7000 5.9227 5.7297 Natural
49b40 N49B N49 5.2000 5.0000 5.2236 5.0341 Natural
51b50 N51B N51 5.0000 4.8000 5.0263 4.8303 Natural
L610 N33 N14A 2.6000 1.6000 4.8273 3.0237 Circular
51b48 N51B N48 3.8000 3.6000 5.0263 4.6094 Circular
5352o N53 N52 8.4000 7.1000 8.5439 7.2625 Natural
5352u N53 N52 7.4000 6.1000 8.5439 7.2625 Circular
5238o N52 N38 7.1000 6.0000 7.2625 6.1781 Natural
5238u N52 N38 6.1000 5.0000 7.2625 6.1781 Circular
3851o N38 N51B 6.3000 5.0000 6.1781 5.0263 Natural
3851u N38 N51B 5.0000 3.8000 6.1781 5.0263 Circular
5049u N50B N49B 5.7000 5.0000 5.9227 5.2236 Circular
4948u N49B N48 4.0000 3.6000 5.2236 4.6094 Circular
4845o N48 N45 4.6000 3.5000 4.6094 3.6534 Natural
4845u N48 N45 3.6000 2.5000 4.6094 3.6534 Circular
4746o N47 N46 4.6000 4.0000 4.6855 4.1077 Natural
4746u N47 N46 3.6000 3.0000 4.6855 4.1077 Circular
4645o N46 N45 4.0000 3.5000 4.1077 3.6534 Natural
4645u N46 N45 3.0000 2.5000 4.1077 3.6534 Circular
4140o N41 N40 7.6000 6.6000 7.6921 6.7146 Natural
4140u N41 N40 6.6000 5.6000 7.6921 6.7146 Circular
4038o N40 N38 6.6000 6.0000 6.7146 6.1781 Natural
4038u N40 N38 5.6000 5.0000 6.7146 6.1781 Circular
3938o N39 N38 7.0000 6.0000 7.0349 6.1781 Natural
3938u N39 N38 6.0000 5.0000 7.0349 6.1781 Circular
3836o N38 N36 6.0000 5.5200 6.1781 5.8201 Natural
3836u N38 N36 5.0000 4.4700 6.1781 5.8201 Circular
3635o N36 N35 5.6000 5.4500 5.8201 5.6700 Natural
3635u N36 N35 4.4700 4.0000 5.8201 5.1565 Circular
3533o N35 N33 4.8600 4.6800 5.1565 4.9708 Rectangle
3533u N35 N33 4.0000 3.9000 5.1565 4.8278 Rectangle
2217o N22 N17 3.4000 2.9500 3.6876 3.2612 Natural
2217u N22 N17 1.8600 1.7500 3.6876 3.2612 Circular
2019o N20 N19 7.0000 6.0000 7.0476 6.1262 Natural
2019u N20 N19 6.0000 4.5000 7.0476 6.1262 Circular
1918o N19 N18 6.0000 3.0000 6.1262 3.2872 Natural
1918u N19 N18 4.5000 1.9000 6.1262 3.2872 Circular
1817o N18 N17 3.0000 2.9500 3.2872 3.2612 Natural
1817u N18 N17 1.9000 1.7500 3.2872 3.2612 Circular
1009o N10 N9 4.6000 3.5000 4.6333 3.5404 Natural
1009u N10 N9 3.6000 2.5000 4.6333 3.5404 Circular
0706o N7 N6 5.0000 4.5000 5.0476 4.5934 Natural
0706u N7 N6 4.0000 3.5000 5.0476 4.5934 Circular
0604o N6 N4 4.5000 2.8000 4.5934 2.9069 Natural
0604u N6 N4 3.5000 1.7000 4.5934 2.9069 Circular
0504o N5 N4 4.3000 2.8000 4.3406 2.9069 Natural
0504u N5 N4 3.3000 1.7000 4.3406 2.9069 Circular
0403o N4 N3 2.8000 2.0000 2.9069 2.1242 Natural
0403u N4 N3 1.7000 1.1000 2.9069 2.1242 Circular
0302o N3 N2 1.8200 1.8100 2.1242 2.1033 Natural
0302u N3 N2 1.1000 1.0500 2.1242 2.1033 Rectangle
14b14ao N14B N14A 2.9900 2.5000 3.1386 3.0237 Natural
14b14au N14B N14A 1.8000 1.6000 3.1386 3.0237 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 -2.9375 -0.8411 0.0267 0.0610 0.0000 -2.8765 349.2198 0
N53 -0.7318 -0.0998 0.0066 0.0654 0.0000 -0.6665 733.5422 0
N52 1.6660 0.1915 0.0151 0.0356 0.0000 1.7016 869.9515 0
N38 -6.9162 -0.2517 0.0628 0.3519 0.0000 -6.5643 2747.4794 0
N51B -0.8263 -0.1512 0.0075 0.0662 0.0000 -0.7601 546.3868 0
N48 -0.7759 -0.1531 0.0070 0.0626 0.0000 -0.7133 506.8258 0
N50B 0.3700 0.1203 0.0034 1.0069 0.0000 1.3769 307.0759 0
N49B -0.3372 -0.0789 0.0031 0.0115 0.0000 -0.3257 427.5489 0
N47 -2.4953 -0.3421 0.0227 0.0203 0.0000 -2.4750 729.4822 0
N46 -1.9221 -0.2086 0.0175 0.0563 0.0000 -1.8658 921.4256 0
N45 15.4600 0.7872 0.1404 0.3924 0.0000 15.8524 1963.6389 0
N43 -0.0956 -0.0281 0.0009 0.0148 0.0000 -0.0807 340.3447 0
N42 -0.5160 -0.0791 0.0047 0.0269 0.0000 -0.4890 652.6602 0
N41 1.2917 0.1981 0.0117 0.0237 0.0000 1.3154 651.9165 0
N44 -11.5827 -2.6550 0.1052 0.0151 0.0000 -11.5676 436.2533 0
N40 -15.8994 -1.3194 0.1444 0.0706 0.0000 -15.8288 1205.0351 0
N39 -1.4801 -0.6232 0.0134 0.0106 0.0000 -1.4695 237.5077 0
N37 -1.9921 -0.5493 0.0181 0.0187 0.0000 -1.9734 362.6504 0
N36 -3.2135 -0.0646 0.0292 0.7916 0.0000 -2.4220 4971.2517 0
N35 -46.9549 -0.9355 0.4263 234.0315 0.0000 187.0767 4902.1763 0
N34 -6.0019 -0.2700 0.0545 0.5003 0.0000 -5.5017 2223.0736 0
N33 -6.4863 -0.2595 0.0589 5.5714 0.0000 -0.9149 2496.6929 0
N31 -16.5777 -2.9826 0.1505 0.0813 0.0000 -16.4964 555.7793 0
N30 -4.1249 -0.1352 0.0375 0.3029 0.0000 -3.8220 3051.4058 0
N29 2.2579 0.1084 0.0205 0.4586 0.0000 2.7165 2083.0325 0
N28 -2.1921 -0.3517 0.0199 0.0266 0.0000 -2.1656 623.1970 0
N27 -0.3164 -0.0183 0.0029 0.8142 0.0000 0.4977 1727.5096 0
N26 -15.1991 -1.4649 0.1380 1.0816 0.0000 -14.1175 1037.0385 0
N25 3.7258 0.4688 0.0338 0.0746 0.0000 3.8005 794.7556 0
N24 -6.9479 -0.3222 0.0631 0.2159 0.0000 -6.7321 2156.4043 0
N23 2.1848 0.2255 0.0198 0.0663 0.0000 2.2511 968.9123 0
N22 -13.6308 -0.2383 0.1238 0.3080 0.0000 -13.3228 5718.8366 0
N21 2.5539 0.4731 0.0232 1.0127 0.0000 3.5666 539.2827 0
N20 -2.0171 -0.1190 0.0183 0.0476 0.0000 -1.9695 1695.1851 0
N19 -10.2692 -0.3353 0.0932 0.3609 0.0000 -9.9083 3062.5411 0
N18 64.5825 1.6765 0.5863 0.4138 0.0000 64.9963 3851.9692 0
N17 -4.9185 -0.0478 0.0447 0.7040 0.0000 -4.2146 10280.5647 0
N16 -2.8891 -0.0426 0.0262 2.0244 0.0000 -0.8647 6786.1826 0
N15 -0.3435 -0.0056 0.0031 4.1536 0.0000 3.8101 6163.2826 0
N14B -14.8372 -0.2977 0.1347 0.2317 0.0000 -14.6056 4983.8327 0
N14A -5.8488 -0.0660 0.0531 6.6692 0.0500 0.7703 8853.6658 0
N13 -10.9621 -0.1237 0.0995 0.4351 0.0000 -10.5270 8860.8563 0
N12 112.0931 1.2571 1.0177 0.0900 0.0000 112.1830 8916.4798 0
N11 49.2352 0.4733 0.4470 0.8709 0.0000 50.1061 10401.2067 0
N10 -0.8077 -0.1447 0.0073 0.0199 0.0000 -0.7878 558.3070 0
N9 1.0359 0.1857 0.0094 0.0449 0.0000 1.0808 557.9136 0
N8 10.0546 1.1012 0.0913 0.0731 0.0000 10.1277 913.0435 0
N7 -1.8420 -0.3636 0.0167 0.0221 0.0000 -1.8200 506.6094 0
N6 6.2620 0.2973 0.0569 0.0804 0.0000 6.3424 2106.1005 0
N5 0.8854 0.1649 0.0080 0.0325 0.0000 0.9179 536.8719 0
N4 2.9351 0.0691 0.0266 0.1863 0.0000 3.1214 4249.8736 0
N3 -27.9070 -0.1909 0.2534 2.2609 0.0000 -25.6461 14619.8160 0
N2 -11.9229 -0.0559 0.1082 4.8573 0.0000 -7.0656 21344.3279 0
N1 -1.5325 -0.0072 0.0139 0.7811 0.0000 -0.7513 21348.1511 0
N50 2.8060 2.0892 0.0255 0.0003 0.0000 2.8063 134.3140 0
N49 3.0587 1.6045 0.0278 0.0004 0.0000 3.0591 190.6372 0
N51 5.2724 1.9549 0.0479 0.0003 0.0000 5.2727 269.6963 0
The total continuity error was 21.480 cubic meters
The remaining total volume was 272.01 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 173.2126 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N53 0.0000 0.0000 190.4580 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N52 0.0000 0.0000 68.7971 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N38 0.0000 0.0000 206.5270 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N51B 0.0000 0.0000 124.4881 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N50B 0.0000 0.0000 154.2533 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N49B 0.0000 0.0000 129.3897 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N47 0.0000 0.0000 297.7800 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N45 0.0000 0.0000 274.3380 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N43 0.0000 0.0000 170.1439 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N42 0.0000 0.0000 155.7879 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N44 0.0000 0.0000 227.5833 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N40 0.0000 0.0000 60.7306 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N39 0.0000 0.0000 118.0241 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N37 0.0000 0.0000 180.3491 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N36 0.0000 0.0000 225.3115 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N35 0.0000 0.0000 58.3181 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N31 0.0000 0.0000 269.6976 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N30 0.0000 0.0000 197.5332 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N29 0.0000 0.0000 517.4343 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N28 0.0000 0.0000 310.5147 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N27 0.0000 0.0000 551.3070 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N26 0.0000 0.0000 47.2691 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N23 0.0000 0.0000 485.6675 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N22 0.0000 0.0000 174.2494 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N21 0.0000 0.0000 271.4247 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N20 0.0000 0.0000 846.6519 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N19 0.0000 0.0000 677.8949 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N18 0.0000 0.0000 422.5269 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N17 0.0000 0.0000 111.7071 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N11 0.0000 0.0000 650.8899 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N10 0.0000 0.0000 278.7954 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N8 0.0000 0.0000 262.2866 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N7 0.0000 0.0000 252.4209 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N6 0.0000 0.0000 802.0961 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N5 0.0000 0.0000 268.9326 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N4 0.0000 0.0000 531.1668 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N2 0.0000 0.0000 268.5623 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 10674.0810 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 0.1922 0.0000
N53 0.0000 0.0000 0.0000 1.1439 0.0000
N52 0.0000 0.0000 0.0000 1.1625 0.0000
N38 0.0000 0.0000 0.0000 1.1781 0.0000
N51B 0.0000 0.0000 0.0000 1.2263 0.0000
N48 0.0000 0.0000 0.0000 1.0094 0.0000
N50B 0.0000 0.0000 0.0000 1.2227 0.0000
N49B 0.0000 0.0000 0.0000 1.2236 0.0000
N47 0.0000 0.0000 0.0000 1.0855 0.0000
N46 0.0000 0.0000 0.0000 1.1077 0.0000
N45 0.0000 0.0000 0.0000 1.1534 0.0000
N43 0.0000 0.0000 0.0000 0.0916 0.0000
N42 0.0000 0.0000 0.0000 0.1221 0.0000
N41 0.0000 0.0000 0.0000 1.0921 0.0000
N44 0.0000 0.0000 0.0000 0.1025 0.0000
N40 0.0000 0.0000 0.0000 1.1146 0.0000
N39 0.0000 0.0000 0.0000 1.0349 0.0000
N37 0.0000 0.0000 0.0000 0.0796 0.0000
N36 0.0000 0.0000 0.0000 1.3501 0.0000
N35 0.0000 0.0000 0.0000 534.5391 0.0000
N34 0.0000 0.0000 0.0000 0.7864 0.0000
N33 0.0000 0.0000 0.0000 2.2278 0.0000
N31 0.0000 0.0000 0.0000 0.0305 0.0000
N30 0.0000 0.0000 0.0000 1.6563 0.0000
N29 0.0000 0.0000 0.0000 0.1800 0.0000
N28 0.0000 0.0000 0.0000 0.0952 0.0000
N27 0.0000 0.0000 0.0000 1.4230 0.0000
N26 0.0000 0.0000 0.0000 0.2751 0.0000
N25 22.9444 0.0000 0.0000 0.8809 0.0000
N24 24.6806 0.0000 0.0000 1.6381 0.0000
N23 0.0000 0.0000 0.0000 0.1427 0.0000
N22 0.0000 0.0000 0.0000 1.8276 0.0000
N21 0.0000 0.0000 0.0000 1.2613 0.0000
N20 0.0000 0.0000 0.0000 1.0476 0.0000
N19 0.0000 0.0000 0.0000 1.6262 0.0000
N18 0.0000 0.0000 0.0000 1.3872 0.0000
N17 0.0000 0.0000 0.0000 1.5112 0.0000
N16 27.7500 0.0000 0.0000 1.9193 0.0000
N15 28.1250 0.0000 0.0000 1.3954 0.0000
N14B 0.0000 0.0000 0.0000 1.3386 0.0000
N14A 0.0000 0.0000 0.0000 1.4237 0.0000
N13 0.0000 0.0000 0.0000 0.9314 0.0000
N12 0.0000 0.0000 0.0000 1.0174 0.0000
N11 0.0000 0.0000 0.0000 1.1287 0.0000
N10 0.0000 0.0000 0.0000 1.0333 0.0000
N9 0.0000 0.0000 0.0000 1.0404 0.0000
N8 0.0000 0.0000 0.0000 1.0635 0.0000
N7 0.0000 0.0000 0.0000 1.0476 0.0000
N6 0.0000 0.0000 0.0000 1.0934 0.0000
N5 0.0000 0.0000 0.0000 1.0406 0.0000
N4 0.0000 0.0000 0.0000 1.2069 0.0000
N3 0.0000 0.0000 0.0000 1.0242 0.0000
N2 0.0000 0.0000 0.0000 1.0533 0.0000
N1 0.0000 0.0000 0.0000 1.0533 0.0000
N50 0.0000 0.0000 0.0000 0.0297 0.0000
N49 0.0000 0.0000 0.0000 0.0341 0.0000
N51 0.0000 0.0000 0.0000 0.0303 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 0.029 percent
The Junction with the largest average change was.N1 with 0.114 percent
The Conduit with the largest sinuosity was.......1502 with 4.643
*===================================================================*
| 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 173.2066 0.0241
N53 190.4513 0.0265
N52 68.7976 0.0096
N38 206.5226 0.0287
N51B 124.4895 0.0173
N50B 154.2532 0.0214
N49B 129.3918 0.0180
N47 297.7778 0.0414
N45 274.3360 0.0381
N43 170.1380 0.0236
N42 155.7879 0.0216
N44 227.5804 0.0316
N40 60.7305 0.0084
N39 118.0234 0.0164
N37 180.3466 0.0250
N36 225.3084 0.0313
N35 58.3203 0.0081
N31 269.6942 0.0375
N30 197.5329 0.0274
N29 517.4232 0.0719
N28 310.5104 0.0431
N27 551.2930 0.0766
N26 47.2677 0.0066
N23 485.6736 0.0675
N22 174.2434 0.0242
N21 271.4204 0.0377
N20 846.6328 0.1176
N19 677.8808 0.0942
N18 422.5189 0.0587
N17 111.7051 0.0155
N11 650.8783 0.0904
N10 278.7879 0.0387
N8 262.2790 0.0364
N7 252.4134 0.0351
N6 802.0720 0.1114
N5 268.9250 0.0374
N4 531.1509 0.0738
N2 268.5576 0.0373
N1 -10674.0810 -1.4825
Outflow Outflow Average
Junction Volume m^3 Outflow, cms
--------------- ------------ ------------
N1 10674.0810 1.4825
*=====================================================*
| Initial system volume = 0.0500 Cu M |
| Total system inflow volume = 11014.5213 Cu M |
| Inflow + Initial volume = 11014.5713 Cu M |
*=====================================================*
| Total system outflow = 10674.0810 Cu M |
| Volume left in system = 272.0084 Cu M |
| Evaporation = 0.0000 Cu M |
| Outflow + Final Volume = 10946.0895 Cu M |
*=====================================================*
*===============================================*
| Total Model Continuity Error |
| Error in Continuity, Percent = 0.1950 |
| Error in Continuity, m^3 = 21.480 |
| + Error means a continuity loss, - a gain |
*===============================================*
###################################################
# Table E22. Numerical Model judgement section #
###################################################
Your overall error was 0.1950 percent
Worst nodal error was in node N12 with 1.2571 percent
Of the total inflow this loss was 1.0177 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\100ycc25m.out
*==============================================================*
| SWMM Simulation Date and Time Summary |
*==============================================================*
| Starting Date... October 12, 2017 Time... 21:14:24:40 |
| Ending Date... October 12, 2017 Time... 21:14:36:70 |
| Elapsed Time... 0.20500 minutes or 12.30000 seconds |
*==============================================================*
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