Original source · versioned page text
m2y25m.out
From the archive XPXtrm.zip, inside Further information re: stormwater modelling - REC17/0011. File date in the archive: 2017-10-10 21:01.
2.0000 3.4080 2.2229 Natural
0908 N9 N8 2.5000 2.0000 3.4076 2.9992 Circular
0811 N8 N11 3.0000 2.0000 1.9543 1.9543 Natural
0804 N8 N4 2.0000 1.7000 2.9993 2.4625 Circular
0201 N2 N1 1.0500 0.9300 1.6435 1.5235 Natural
50b50 N50B N50 5.9000 5.7000 5.9072 5.7093 Natural
49b40 N49B N49 5.2000 5.0000 5.2127 5.0181 Natural
51b50 N51B N51 5.0000 4.8000 5.0164 4.8195 Natural
L610 N33 N14A 2.6000 1.6000 2.7997 2.5097 Circular
51b48 N51B N48 3.8000 3.6000 5.0164 4.6074 Circular
5352o N53 N52 8.4000 7.1000 8.4709 7.1708 Natural
5352u N53 N52 7.4000 6.1000 8.4709 7.1707 Circular
5238o N52 N38 7.1000 6.0000 7.1707 6.0787 Natural
5238u N52 N38 6.1000 5.0000 7.1707 6.0787 Circular
3851o N38 N51B 6.3000 5.0000 6.0787 5.0164 Natural
3851u N38 N51B 5.0000 3.8000 6.0787 5.0164 Circular
5049u N50B N49B 5.7000 5.0000 5.9072 5.2127 Circular
4948u N49B N48 4.0000 3.6000 5.2127 4.6074 Circular
4845o N48 N45 4.6000 3.5000 4.6074 3.5798 Natural
4845u N48 N45 3.6000 2.5000 4.6074 3.5798 Circular
4746o N47 N46 4.6000 4.0000 3.8920 3.8920 Natural
4746u N47 N46 3.6000 3.0000 4.1471 3.8920 Circular
4645o N46 N45 4.0000 3.5000 3.8921 3.5798 Natural
4645u N46 N45 3.0000 2.5000 3.8921 3.5798 Circular
4140o N41 N40 7.6000 6.6000 6.3847 6.3847 Natural
4140u N41 N40 6.6000 5.6000 6.9088 6.3847 Circular
4038o N40 N38 6.6000 6.0000 6.3847 6.0787 Natural
4038u N40 N38 5.6000 5.0000 6.3847 6.0787 Circular
3938o N39 N38 7.0000 6.0000 7.0165 6.0787 Natural
3938u N39 N38 6.0000 5.0000 7.0165 6.0787 Circular
3836o N38 N36 6.0000 5.5200 6.0787 5.6560 Natural
3836u N38 N36 5.0000 4.4700 6.0787 5.6560 Circular
3635o N36 N35 5.6000 5.4500 5.6560 5.5056 Natural
3635u N36 N35 4.4700 4.0000 5.6560 4.9293 Circular
3533o N35 N33 4.8600 4.6800 4.9293 4.7472 Rectangle
3533u N35 N33 4.0000 3.9000 4.9293 4.0000 Rectangle
2217o N22 N17 3.4000 2.9500 2.7576 2.7576 Natural
2217u N22 N17 1.8600 1.7500 3.1830 2.7576 Circular
2019o N20 N19 7.0000 6.0000 4.9011 4.9011 Natural
2019u N20 N19 6.0000 4.5000 6.3086 4.9011 Circular
1918o N19 N18 6.0000 3.0000 4.9011 3.1083 Natural
1918u N19 N18 4.5000 1.9000 4.9011 3.1083 Circular
1817o N18 N17 3.0000 2.9500 3.1083 3.0238 Natural
1817u N18 N17 1.9000 1.7500 3.1083 2.7576 Circular
1009o N10 N9 4.6000 3.5000 3.4080 3.4080 Natural
1009u N10 N9 3.6000 2.5000 3.9099 3.4080 Circular
0706o N7 N6 5.0000 4.5000 5.0135 4.5286 Natural
0706u N7 N6 4.0000 3.5000 5.0135 4.5286 Circular
0604o N6 N4 4.5000 2.8000 4.5286 2.8279 Natural
0604u N6 N4 3.5000 1.7000 4.5286 2.4625 Circular
0504o N5 N4 4.3000 2.8000 2.4625 2.4625 Natural
0504u N5 N4 3.3000 1.7000 3.8718 2.4625 Circular
0403o N4 N3 2.8000 2.0000 1.6850 1.6850 Natural
0403u N4 N3 1.7000 1.1000 2.4626 1.6850 Circular
0302o N3 N2 1.8200 1.8100 1.6435 1.6435 Natural
0302u N3 N2 1.1000 1.0500 1.6850 1.6435 Rectangle
14b14ao N14B N14A 2.9900 2.5000 2.9940 2.5097 Natural
14b14au N14B N14A 1.8000 1.6000 2.9940 2.5097 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 -0.3881 -0.3045 0.0095 0.0570 0.0000 -0.3310 127.4269 0
N53 -2.0443 -0.7581 0.0502 0.0605 0.0000 -1.9837 269.6143 0
N52 1.1557 0.3595 0.0284 0.0331 0.0000 1.1888 321.5004 0
N38 0.9022 0.0881 0.0221 0.2609 0.0000 1.1631 1024.3156 0
N51B -0.8022 -0.2542 0.0197 0.0611 0.0000 -0.7411 315.5106 0
N48 -0.6621 -0.1691 0.0163 0.0573 0.0000 -0.6048 391.5645 0
N50B 0.2758 0.2418 0.0068 1.0066 0.0000 1.2824 113.5839 0
N49B -0.4941 -0.2469 0.0121 0.0107 0.0000 -0.4834 200.0880 0
N47 -0.0470 -0.0206 0.0012 0.0187 0.0000 -0.0283 227.9099 0
N46 -0.5505 -0.2072 0.0135 0.0518 0.0000 -0.4987 265.6078 0
N45 16.3996 1.9439 0.4026 0.3757 0.0000 16.7753 843.4670 0
N43 -0.0201 -0.0161 0.0005 0.0140 0.0000 -0.0061 125.0129 0
N42 -0.3707 -0.1536 0.0091 0.0254 0.0000 -0.3453 241.3095 0
N41 0.1855 0.0768 0.0046 0.0222 0.0000 0.2076 241.4702 0
N44 -0.9352 -0.5507 0.0230 0.0142 0.0000 -0.9211 169.8305 0
N40 -3.9431 -0.8551 0.0968 0.0663 0.0000 -3.8767 461.0796 0
N39 0.0492 0.0562 0.0012 0.0100 0.0000 0.0592 87.6658 0
N37 0.1050 0.0784 0.0026 0.0176 0.0000 0.1226 133.9389 0
N36 -4.7371 -0.4194 0.1163 0.6435 0.0000 -4.0936 1129.1422 0
N35 -4.3807 -0.4089 0.1075 219.5433 0.0000 215.1626 961.6170 0
N34 -0.0003 0.0000 0.0000 0.0003 0.0000 0.0000 0.0000 0
N33 -0.5593 -0.0751 0.0137 5.4301 0.0000 4.8708 741.6491 0
N31 -2.1410 -1.0570 0.0526 0.0768 0.0000 -2.0643 202.5212 0
N30 1.1656 0.1343 0.0286 0.2784 0.0000 1.4439 867.9530 0
N29 -3.2356 -0.6278 0.0794 0.4132 0.0000 -2.8224 515.2138 0
N28 -0.5938 -0.2568 0.0146 0.0250 0.0000 -0.5688 231.2624 0
N27 -1.5963 -0.2488 0.0392 0.7588 0.0000 -0.8375 641.1291 0
N26 -12.4796 -10.5994 0.3064 0.9972 0.0000 -11.4825 117.2409 0
N25 2.4629 0.4332 0.0605 0.0698 0.0000 2.5327 568.5474 0
N24 -3.0320 -0.2147 0.0744 0.1989 0.0000 -2.8331 1412.3994 0
N23 -3.1860 -0.8741 0.0782 0.0632 0.0000 -3.1228 364.4505 0
N22 -1.7135 -0.0896 0.0421 0.2869 0.0000 -1.4266 1912.0114 0
N21 -0.3613 -0.1793 0.0089 1.0120 0.0000 0.6507 200.9969 0
N20 -0.1575 -0.0253 0.0039 0.0428 0.0000 -0.1147 622.5908 0
N19 0.1548 0.0138 0.0038 0.3285 0.0000 0.4833 1122.4199 0
N18 -1.9399 -0.1353 0.0476 0.3777 0.0000 -1.5623 1433.5860 0
N17 -0.9166 -0.0249 0.0225 0.6547 0.0000 -0.2619 3685.4302 0
N16 -3.5172 -0.0954 0.0863 1.9418 0.0000 -1.5754 3686.2028 0
N15 -2.0229 -0.0475 0.0497 4.0083 0.0000 1.9855 4252.9066 0
N14B -1.8178 -0.6721 0.0446 0.2208 0.0000 -1.5970 270.3720 0
N14A -0.9000 -0.0871 0.0221 6.4916 0.0500 5.5416 1029.7566 0
N13 -4.2070 -0.4092 0.1033 0.4149 0.0000 -3.7921 1027.7933 0
N12 -10.7955 -1.0359 0.2650 0.0737 0.0000 -10.7219 1042.0695 0
N11 -6.9752 -0.4543 0.1712 0.8009 0.0000 -6.1743 1534.8467 0
N10 0.0486 0.0235 0.0012 0.0187 0.0000 0.0673 207.1712 0
N9 -0.9208 -0.4427 0.0226 0.0421 0.0000 -0.8786 207.9507 0
N8 -0.1952 -0.0483 0.0048 0.0684 0.0000 -0.1268 403.7958 0
N7 -0.8964 -0.4758 0.0220 0.0205 0.0000 -0.8759 188.3908 0
N6 -3.3563 -0.4270 0.0824 0.0747 0.0000 -3.2816 786.0726 0
N5 -0.0059 -0.0030 0.0001 0.0296 0.0000 0.0237 199.8859 0
N4 -1.4425 -0.0806 0.0354 0.1715 0.0000 -1.2710 1788.8083 0
N3 -8.2444 -0.2470 0.2024 2.1438 0.0000 -6.1006 3336.2940 0
N2 -5.9222 -0.0760 0.1454 4.6826 0.0000 -1.2396 7790.5202 0
N1 -1.3494 -0.0173 0.0331 0.7541 0.0000 -0.5953 7793.0602 0
N50 0.0219 0.2487 0.0005 0.0003 0.0000 0.0222 8.8025 0
N49 -0.3961 -1.0756 0.0097 0.0004 0.0000 -0.3957 36.8232 0
N51 -1.0777 -1.1926 0.0265 0.0003 0.0000 -1.0774 90.3632 0
The total continuity error was -82.404 cubic meters
The remaining total volume was 255.32 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 63.5387 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N53 0.0000 0.0000 69.9322 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N52 0.0000 0.0000 25.5614 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N38 0.0000 0.0000 76.3228 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N51B 0.0000 0.0000 46.2703 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N50B 0.0000 0.0000 57.4412 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N49B 0.0000 0.0000 48.1095 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N47 0.0000 0.0000 109.5538 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N45 0.0000 0.0000 101.0271 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N43 0.0000 0.0000 62.4880 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N42 0.0000 0.0000 57.9390 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N44 0.0000 0.0000 84.4414 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N40 0.0000 0.0000 22.6169 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N39 0.0000 0.0000 43.8557 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N37 0.0000 0.0000 67.0161 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N36 0.0000 0.0000 83.6642 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N35 0.0000 0.0000 21.7724 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N31 0.0000 0.0000 100.2191 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N30 0.0000 0.0000 73.4259 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N29 0.0000 0.0000 191.8276 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N28 0.0000 0.0000 115.3152 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N27 0.0000 0.0000 204.1767 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N26 0.0000 0.0000 17.4171 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N23 0.0000 0.0000 180.6483 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N22 0.0000 0.0000 64.0098 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N21 0.0000 0.0000 100.8112 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N20 0.0000 0.0000 311.2283 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N19 0.0000 0.0000 250.0955 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N18 0.0000 0.0000 155.1207 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N17 0.0000 0.0000 41.2131 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N11 0.0000 0.0000 238.1194 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N10 0.0000 0.0000 103.6085 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N8 0.0000 0.0000 97.4337 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N7 0.0000 0.0000 93.7545 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N6 0.0000 0.0000 296.7773 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N5 0.0000 0.0000 99.9390 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N4 0.0000 0.0000 197.3480 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N2 0.0000 0.0000 98.3804 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 3897.3111 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 0.1324 0.0000
N53 0.0000 0.0000 0.0000 1.0709 0.0000
N52 0.0000 0.0000 0.0000 1.0707 0.0000
N38 0.0000 0.0000 0.0000 1.0787 0.0000
N51B 0.0000 0.0000 0.0000 1.2164 0.0000
N48 0.0000 0.0000 0.0000 1.0074 0.0000
N50B 0.0000 0.0000 0.0000 1.2072 0.0000
N49B 0.0000 0.0000 0.0000 1.2127 0.0000
N47 0.0000 0.0000 0.0000 0.5475 0.0000
N46 0.0000 0.0000 0.0000 0.8921 0.0000
N45 0.0000 0.0000 0.0000 1.0798 0.0000
N43 0.0000 0.0000 0.0000 0.0649 0.0000
N42 0.0000 0.0000 0.0000 0.0877 0.0000
N41 0.0000 0.0000 0.0000 0.3088 0.0000
N44 0.0000 0.0000 0.0000 0.0719 0.0000
N40 0.0000 0.0000 0.0000 0.7847 0.0000
N39 0.0000 0.0000 0.0000 1.0165 0.0000
N37 0.0000 0.0000 0.0000 0.0559 0.0000
N36 0.0000 0.0000 0.0000 1.1860 0.0000
N35 0.0000 0.0000 0.0000 410.4755 0.0000
N34 0.0000 0.0000 0.0000 0.0000 0.0000
N33 0.0000 0.0000 0.0000 0.1998 0.0000
N31 0.0000 0.0000 0.0000 0.0189 0.0000
N30 0.0000 0.0000 0.0000 1.4981 0.0000
N29 0.0000 0.0000 0.0000 0.0998 0.0000
N28 0.0000 0.0000 0.0000 0.0679 0.0000
N27 0.0000 0.0000 0.0000 1.3668 0.0000
N26 0.0000 0.0000 0.0000 0.1272 0.0000
N25 7.2917 0.0000 0.0000 0.6873 0.0000
N24 6.0278 0.0000 0.0000 1.2282 0.0000
N23 0.0000 0.0000 0.0000 0.1106 0.0000
N22 0.0000 0.0000 0.0000 1.3231 0.0000
N21 0.0000 0.0000 0.0000 1.0390 0.0000
N20 0.0000 0.0000 0.0000 0.3086 0.0000
N19 0.0000 0.0000 0.0000 0.4011 0.0000
N18 0.0000 0.0000 0.0000 1.2083 0.0000
N17 0.0000 0.0000 0.0000 1.0076 0.0000
N16 10.6111 0.0000 0.0000 1.4653 0.0000
N15 10.5556 0.0000 0.0000 0.9911 0.0000
N14B 0.0000 0.0000 0.0000 1.1940 0.0000
N14A 0.0000 0.0000 0.0000 0.9097 0.0000
N13 0.0000 0.0000 0.0000 0.5378 0.0000
N12 0.0000 0.0000 0.0000 0.5429 0.0000
N11 0.0000 0.0000 0.0000 0.6143 0.0000
N10 0.0000 0.0000 0.0000 0.3100 0.0000
N9 0.0000 0.0000 0.0000 0.9077 0.0000
N8 0.0000 0.0000 0.0000 0.9992 0.0000
N7 0.0000 0.0000 0.0000 1.0135 0.0000
N6 0.0000 0.0000 0.0000 1.0286 0.0000
N5 0.0000 0.0000 0.0000 0.5721 0.0000
N4 0.0000 0.0000 0.0000 0.7625 0.0000
N3 0.0000 0.0000 0.0000 0.5850 0.0000
N2 0.0000 0.0000 0.0000 0.5935 0.0000
N1 0.0000 0.0000 0.0000 0.5935 0.0000
N50 0.0000 0.0000 0.0000 0.0093 0.0000
N49 0.0000 0.0000 0.0000 0.0181 0.0000
N51 0.0000 0.0000 0.0000 0.0195 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 0.009 percent
The Junction with the largest average change was.N36 with 0.078 percent
The Conduit with the largest sinuosity was.......51b48 with 4.346
*===================================================================*
| 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 63.5500 0.0088
N53 69.9464 0.0097
N52 25.5703 0.0036
N38 76.3363 0.0106
N51B 46.2871 0.0064
N50B 57.4611 0.0080
N49B 48.1276 0.0067
N47 109.5766 0.0152
N45 101.0494 0.0140
N43 62.5010 0.0087
N42 57.9592 0.0080
N44 84.4661 0.0117
N40 22.6245 0.0031
N39 43.8695 0.0061
N37 67.0357 0.0093
N36 83.6883 0.0116
N35 21.7817 0.0030
N31 100.2488 0.0139
N30 73.4504 0.0102
N29 191.8754 0.0266
N28 115.3486 0.0160
N27 204.2209 0.0284
N26 17.4198 0.0024
N23 180.7163 0.0251
N22 64.0234 0.0089
N21 100.8416 0.0140
N20 311.2581 0.0432
N19 250.1449 0.0347
N18 155.1450 0.0215
N17 41.2227 0.0057
N11 238.1542 0.0331
N10 103.6337 0.0144
N8 97.4557 0.0135
N7 93.7753 0.0130
N6 296.8206 0.0412
N5 99.9626 0.0139
N4 197.3918 0.0274
N2 98.3961 0.0137
N1 -3897.3111 -0.5413
Outflow Outflow Average
Junction Volume m^3 Outflow, cms
--------------- ------------ ------------
N1 3897.3111 0.5413
*=====================================================*
| Initial system volume = 0.0500 Cu M |
| Total system inflow volume = 4072.4199 Cu M |
| Inflow + Initial volume = 4072.4699 Cu M |
*=====================================================*
| Total system outflow = 3897.3111 Cu M |
| Volume left in system = 255.3229 Cu M |
| Evaporation = 0.0000 Cu M |
| Outflow + Final Volume = 4152.6340 Cu M |
*=====================================================*
*===============================================*
| Total Model Continuity Error |
| Error in Continuity, Percent = -1.9684 |
| Error in Continuity, m^3 = -80.164 |
| + Error means a continuity loss, - a gain |
*===============================================*
###################################################
# Table E22. Numerical Model judgement section #
###################################################
Your overall error was -1.9684 percent
Worst nodal error was in node N45 with 1.9443 percent
Of the total inflow this loss was 0.4027 percent
Your overall continuity error was Great
Excellent Efficiency
Efficiency of the simulation 1.27
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\m2y25m.out
*==============================================================*
| SWMM Simulation Date and Time Summary |
*==============================================================*
| Starting Date... October 10, 2017 Time... 21: 1:17:76 |
| Ending Date... October 10, 2017 Time... 21: 1:28:78 |
| Elapsed Time... 0.18367 minutes or 11.02000 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.