Original source · versioned page text
m1y1hr.out
From the archive XPXtrm.zip, inside Further information re: stormwater modelling - REC17/0011. File date in the archive: 2017-10-10 20:43.
2.0000 2.7768 2.5399 Circular
0811 N8 N11 3.0000 2.0000 1.8769 1.8769 Natural
0804 N8 N4 2.0000 1.7000 2.5400 2.2702 Circular
0201 N2 N1 1.0500 0.9300 1.5824 1.4615 Natural
50b50 N50B N50 5.9000 5.7000 5.9026 5.7021 Natural
49b40 N49B N49 5.2000 5.0000 5.2112 5.0119 Natural
51b50 N51B N51 5.0000 4.8000 5.0142 4.8165 Natural
L610 N33 N14A 2.6000 1.6000 2.7793 2.4424 Circular
51b48 N51B N48 3.8000 3.6000 5.0142 4.6067 Circular
5352o N53 N52 8.4000 7.1000 8.4560 7.1556 Natural
5352u N53 N52 7.4000 6.1000 8.4560 7.1505 Circular
5238o N52 N38 7.1000 6.0000 7.1505 6.0472 Natural
5238u N52 N38 6.1000 5.0000 7.1505 6.0353 Circular
3851o N38 N51B 6.3000 5.0000 6.0353 5.0142 Natural
3851u N38 N51B 5.0000 3.8000 6.0353 5.0142 Circular
5049u N50B N49B 5.7000 5.0000 5.9026 5.2112 Circular
4948u N49B N48 4.0000 3.6000 5.2112 4.6067 Circular
4845o N48 N45 4.6000 3.5000 4.6067 3.5647 Natural
4845u N48 N45 3.6000 2.5000 4.6067 3.5647 Circular
4746o N47 N46 4.6000 4.0000 3.6936 3.6936 Natural
4746u N47 N46 3.6000 3.0000 3.8334 3.6936 Circular
4645o N46 N45 4.0000 3.5000 3.6935 3.5647 Natural
4645u N46 N45 3.0000 2.5000 3.6935 3.5647 Circular
4140o N41 N40 7.6000 6.6000 6.2407 6.2407 Natural
4140u N41 N40 6.6000 5.6000 6.7971 6.2407 Circular
4038o N40 N38 6.6000 6.0000 6.2407 6.0353 Natural
4038u N40 N38 5.6000 5.0000 6.2407 6.0353 Circular
3938o N39 N38 7.0000 6.0000 7.0128 6.0353 Natural
3938u N39 N38 6.0000 5.0000 7.0128 6.0353 Circular
3836o N38 N36 6.0000 5.5200 6.0353 5.5912 Natural
3836u N38 N36 5.0000 4.4700 6.0353 5.5912 Circular
3635o N36 N35 5.6000 5.4500 4.9140 4.9140 Natural
3635u N36 N35 4.4700 4.0000 5.5912 4.9140 Circular
3533o N35 N33 4.8600 4.6800 4.9140 4.7313 Rectangle
3533u N35 N33 4.0000 3.9000 4.9140 4.0000 Rectangle
2217o N22 N17 3.4000 2.9500 2.3302 2.3302 Natural
2217u N22 N17 1.8600 1.7500 2.6824 2.3302 Circular
2019o N20 N19 7.0000 6.0000 4.7905 4.7905 Natural
2019u N20 N19 6.0000 4.5000 6.2551 4.7905 Circular
1918o N19 N18 6.0000 3.0000 2.6523 2.6523 Natural
1918u N19 N18 4.5000 1.9000 4.7905 2.6523 Circular
1817o N18 N17 3.0000 2.9500 2.3302 2.3302 Natural
1817u N18 N17 1.9000 1.7500 2.6523 2.3302 Circular
1009o N10 N9 4.6000 3.5000 2.7768 2.7768 Natural
1009u N10 N9 3.6000 2.5000 3.7783 2.7768 Circular
0706o N7 N6 5.0000 4.5000 4.9822 4.5106 Natural
0706u N7 N6 4.0000 3.5000 4.9822 4.5106 Circular
0604o N6 N4 4.5000 2.8000 4.5106 2.8080 Natural
0604u N6 N4 3.5000 1.7000 4.5106 2.2702 Circular
0504o N5 N4 4.3000 2.8000 2.2702 2.2702 Natural
0504u N5 N4 3.3000 1.7000 3.4953 2.2702 Circular
0403o N4 N3 2.8000 2.0000 1.6142 1.6142 Natural
0403u N4 N3 1.7000 1.1000 2.2702 1.6142 Circular
0302o N3 N2 1.8200 1.8100 1.5824 1.5824 Natural
0302u N3 N2 1.1000 1.0500 1.6142 1.5824 Rectangle
14b14ao N14B N14A 2.9900 2.5000 2.4424 2.4424 Natural
14b14au N14B N14A 1.8000 1.6000 2.9353 2.4424 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 0.1456 0.0900 0.0028 0.0964 0.0000 0.2419 161.6767 0
N53 -0.7252 -0.2131 0.0138 0.1045 0.0000 -0.6207 340.2596 0
N52 -0.9174 -0.2250 0.0175 0.0546 0.0000 -0.8628 407.6649 0
N38 -1.3078 -0.0994 0.0249 0.5649 0.0000 -0.7429 1315.1887 0
N51B -0.6702 -0.1445 0.0128 0.1163 0.0000 -0.5539 463.6016 0
N48 -0.4752 -0.0752 0.0091 0.1374 0.0000 -0.3377 631.7519 0
N50B 0.3490 0.2361 0.0066 1.0109 0.0000 1.3599 147.2804 0
N49B -0.5350 -0.1980 0.0102 0.0226 0.0000 -0.5125 270.1705 0
N47 -0.0253 -0.0090 0.0005 0.0249 0.0000 -0.0003 281.2475 0
N46 -0.7437 -0.2499 0.0142 0.0849 0.0000 -0.6588 297.4968 0
N45 12.5861 1.0698 0.2397 0.5064 0.0000 13.0924 1176.1876 0
N43 -0.0365 -0.0229 0.0007 0.0218 0.0000 -0.0147 159.2614 0
N42 -0.3345 -0.1081 0.0064 0.0406 0.0000 -0.2939 309.3043 0
N41 -0.0168 -0.0054 0.0003 0.0406 0.0000 0.0238 309.5780 0
N44 0.0529 0.0243 0.0010 0.0238 0.0000 0.0767 217.7395 0
N40 -5.0494 -0.8548 0.0962 0.1069 0.0000 -4.9425 590.6739 0
N39 -0.0588 -0.0519 0.0011 0.0128 0.0000 -0.0460 113.3001 0
N37 1.1369 0.6608 0.0217 0.0307 0.0000 1.1676 172.0143 0
N36 0.7711 0.0568 0.0147 1.1218 0.0000 1.8929 1357.0497 0
N35 61.5750 5.0539 1.1729 263.1944 0.0000 324.7694 1086.7635 0
N34 -0.0003 0.0000 0.0000 0.0003 0.0000 0.0000 0.0000 0
N33 -1.1407 -0.1500 0.0217 5.8350 0.0000 4.6943 757.3662 0
N31 -0.6360 -0.2451 0.0121 0.1316 0.0000 -0.5044 259.4630 0
N30 -0.2036 -0.0203 0.0039 0.3775 0.0000 0.1740 1000.1240 0
N29 -2.7696 -0.5048 0.0528 0.4606 0.0000 -2.3090 548.4653 0
N28 -0.5191 -0.1741 0.0099 0.0433 0.0000 -0.4758 298.2411 0
N27 -1.5753 -0.1905 0.0300 0.8085 0.0000 -0.7669 826.6605 0
N26 -0.4542 -0.8723 0.0087 1.0323 0.0000 0.5781 51.5479 0
N25 0.0521 0.0063 0.0010 0.1119 0.0000 0.1640 819.9516 0
N24 -1.9936 -0.1094 0.0380 0.2723 0.0000 -1.7212 1821.4530 0
N23 -2.6789 -0.5713 0.0510 0.1116 0.0000 -2.5672 468.8528 0
N22 -2.1155 -0.0860 0.0403 0.4178 0.0000 -1.6978 2459.0620 0
N21 -0.1277 -0.0491 0.0024 1.0205 0.0000 0.8928 259.3557 0
N20 -0.2097 -0.0260 0.0040 0.0758 0.0000 -0.1338 806.5822 0
N19 -1.8248 -0.1256 0.0348 0.4928 0.0000 -1.3319 1452.1152 0
N18 -1.6810 -0.0907 0.0320 0.5607 0.0000 -1.1202 1852.1367 0
N17 -2.8495 -0.0608 0.0543 0.8828 0.0000 -1.9667 4683.1372 0
N16 -4.4785 -0.0946 0.0853 2.2488 0.0000 -2.2297 4732.1365 0
N15 -3.5471 -0.0616 0.0676 4.5988 0.0000 1.0517 5756.7628 0
N14B -1.4650 -0.6397 0.0279 0.2516 0.0000 -1.2134 228.8969 0
N14A -1.7718 -0.1816 0.0338 7.0136 0.0500 5.1918 972.3830 0
N13 -3.8075 -0.4125 0.0725 0.4952 0.0000 -3.3123 922.7942 0
N12 -9.9700 -1.0658 0.1899 0.1501 0.0000 -9.8199 935.3315 0
N11 -9.5986 -0.6147 0.1828 1.1418 0.0000 -8.4568 1561.0104 0
N10 -0.1841 -0.0686 0.0035 0.0308 0.0000 -0.1533 268.4377 0
N9 -0.2302 -0.0857 0.0044 0.0707 0.0000 -0.1595 268.7144 0
N8 -0.7777 -0.1490 0.0148 0.1160 0.0000 -0.6616 521.9079 0
N7 -0.0551 -0.0227 0.0010 0.0311 0.0000 -0.0240 242.8717 0
N6 -1.7169 -0.1694 0.0327 0.1164 0.0000 -1.6005 1013.4804 0
N5 -0.0432 -0.0167 0.0008 0.0534 0.0000 0.0102 258.8564 0
N4 -2.3459 -0.1016 0.0447 0.2820 0.0000 -2.0639 2309.6514 0
N3 -8.7082 -0.2240 0.1659 2.6850 0.0000 -6.0232 3886.1250 0
N2 -7.4845 -0.0756 0.1426 5.4160 0.0000 -2.0685 9899.7565 0
N1 -1.5436 -0.0156 0.0294 0.8737 0.0000 -0.6700 9901.7811 0
N50 -0.0028 -0.8734 0.0001 0.0003 0.0000 -0.0025 0.3193 0
N49 -0.2938 -1.9219 0.0056 0.0004 0.0000 -0.2935 15.2891 0
N51 -0.3137 -0.3538 0.0060 0.0003 0.0000 -0.3134 88.6829 0
The total continuity error was -13.345 cubic meters
The remaining total volume was 305.53 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 80.9456 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N53 0.0000 0.0000 89.0886 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N52 0.0000 0.0000 32.9558 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N38 0.0000 0.0000 98.5084 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N51B 0.0000 0.0000 59.6606 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N50B 0.0000 0.0000 74.3163 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N49B 0.0000 0.0000 62.0364 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N47 0.0000 0.0000 140.4451 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N45 0.0000 0.0000 129.5191 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N43 0.0000 0.0000 79.6064 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N42 0.0000 0.0000 74.8460 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N44 0.0000 0.0000 108.8898 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N40 0.0000 0.0000 29.2751 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N39 0.0000 0.0000 56.6167 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N37 0.0000 0.0000 86.5742 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N36 0.0000 0.0000 107.9878 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N35 0.0000 0.0000 28.1976 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N31 0.0000 0.0000 129.4511 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N30 0.0000 0.0000 94.7749 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N29 0.0000 0.0000 247.5497 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N28 0.0000 0.0000 148.8528 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N27 0.0000 0.0000 263.5654 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N26 0.0000 0.0000 22.4016 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N23 0.0000 0.0000 233.1208 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N22 0.0000 0.0000 81.5444 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N21 0.0000 0.0000 130.1143 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N20 0.0000 0.0000 403.2024 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N19 0.0000 0.0000 322.0383 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N18 0.0000 0.0000 198.8456 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N17 0.0000 0.0000 52.8649 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N11 0.0000 0.0000 303.9576 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N10 0.0000 0.0000 134.1363 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N8 0.0000 0.0000 126.1789 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N7 0.0000 0.0000 121.3989 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N6 0.0000 0.0000 384.4732 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N5 0.0000 0.0000 129.4163 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N4 0.0000 0.0000 255.6504 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N2 0.0000 0.0000 125.6454 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 4951.2061 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 0.1195 0.0000
N53 0.0000 0.0000 0.0000 1.0560 0.0000
N52 0.0000 0.0000 0.0000 1.0505 0.0000
N38 0.0000 0.0000 0.0000 1.0353 0.0000
N51B 0.0000 0.0000 0.0000 1.2142 0.0000
N48 0.0000 0.0000 0.0000 1.0067 0.0000
N50B 0.0000 0.0000 0.0000 1.2026 0.0000
N49B 0.0000 0.0000 0.0000 1.2112 0.0000
N47 0.0000 0.0000 0.0000 0.2334 0.0000
N46 0.0000 0.0000 0.0000 0.6936 0.0000
N45 0.0000 0.0000 0.0000 1.0647 0.0000
N43 0.0000 0.0000 0.0000 0.0579 0.0000
N42 0.0000 0.0000 0.0000 0.0787 0.0000
N41 0.0000 0.0000 0.0000 0.1972 0.0000
N44 0.0000 0.0000 0.0000 0.0639 0.0000
N40 0.0000 0.0000 0.0000 0.6407 0.0000
N39 0.0000 0.0000 0.0000 1.0128 0.0000
N37 0.0000 0.0000 0.0000 0.0503 0.0000
N36 0.0000 0.0000 0.0000 1.1212 0.0000
N35 0.0000 0.0000 0.0000 402.4342 0.0000
N34 0.0000 0.0000 0.0000 0.0000 0.0000
N33 0.0000 0.0000 0.0000 0.1793 0.0000
N31 0.0000 0.0000 0.0000 0.0159 0.0000
N30 0.0000 0.0000 0.0000 0.4969 0.0000
N29 0.0000 0.0000 0.0000 0.0821 0.0000
N28 0.0000 0.0000 0.0000 0.0609 0.0000
N27 0.0000 0.0000 0.0000 1.3567 0.0000
N26 0.0000 0.0000 0.0000 0.0530 0.0000
N25 3.1389 0.0000 0.0000 0.4392 0.0000
N24 0.0000 0.0000 0.0000 0.6330 0.0000
N23 0.0000 0.0000 0.0000 0.0992 0.0000
N22 0.0000 0.0000 0.0000 0.8224 0.0000
N21 0.0000 0.0000 0.0000 1.0333 0.0000
N20 0.0000 0.0000 0.0000 0.2551 0.0000
N19 0.0000 0.0000 0.0000 0.2905 0.0000
N18 0.0000 0.0000 0.0000 0.7523 0.0000
N17 0.0000 0.0000 0.0000 0.5802 0.0000
N16 7.8889 0.0000 0.0000 1.2450 0.0000
N15 8.1389 0.0000 0.0000 0.9171 0.0000
N14B 0.0000 0.0000 0.0000 1.1353 0.0000
N14A 0.0000 0.0000 0.0000 0.8424 0.0000
N13 0.0000 0.0000 0.0000 0.4860 0.0000
N12 0.0000 0.0000 0.0000 0.5001 0.0000
N11 0.0000 0.0000 0.0000 0.5369 0.0000
N10 0.0000 0.0000 0.0000 0.1784 0.0000
N9 0.0000 0.0000 0.0000 0.2768 0.0000
N8 0.0000 0.0000 0.0000 0.5399 0.0000
N7 0.0000 0.0000 0.0000 0.9822 0.0000
N6 0.0000 0.0000 0.0000 1.0106 0.0000
N5 0.0000 0.0000 0.0000 0.1953 0.0000
N4 0.0000 0.0000 0.0000 0.5702 0.0000
N3 0.0000 0.0000 0.0000 0.5142 0.0000
N2 0.0000 0.0000 0.0000 0.5324 0.0000
N1 0.0000 0.0000 0.0000 0.5315 0.0000
N50 0.0000 0.0000 0.0000 0.0021 0.0000
N49 0.0000 0.0000 0.0000 0.0119 0.0000
N51 0.0000 0.0000 0.0000 0.0165 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 0.009 percent
The Junction with the largest average change was.N27 with 0.074 percent
The Conduit with the largest sinuosity was.......51b48 with 4.006
*===================================================================*
| 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 80.9585 0.0112
N53 89.1045 0.0124
N52 32.9652 0.0046
N38 98.5239 0.0137
N51B 59.6781 0.0083
N50B 74.3374 0.0103
N49B 62.0552 0.0086
N47 140.4701 0.0195
N45 129.5433 0.0180
N43 79.6210 0.0111
N42 74.8673 0.0104
N44 108.9164 0.0151
N40 29.2832 0.0041
N39 56.6316 0.0079
N37 86.5956 0.0120
N36 108.0141 0.0150
N35 28.2073 0.0039
N31 129.4834 0.0180
N30 94.8010 0.0132
N29 247.6030 0.0344
N28 148.8891 0.0207
N27 263.6154 0.0366
N26 22.4048 0.0031
N23 233.1927 0.0324
N22 81.5597 0.0113
N21 130.1475 0.0181
N20 403.2396 0.0560
N19 322.0943 0.0447
N18 198.8733 0.0276
N17 52.8753 0.0073
N11 303.9968 0.0422
N10 134.1647 0.0186
N8 126.2039 0.0175
N7 121.4226 0.0169
N6 384.5252 0.0534
N5 129.4430 0.0180
N4 255.7004 0.0355
N2 125.6630 0.0175
N1 -4951.2061 -0.6877
Outflow Outflow Average
Junction Volume m^3 Outflow, cms
--------------- ------------ ------------
N1 4951.2061 0.6877
*=====================================================*
| Initial system volume = 0.0500 Cu M |
| Total system inflow volume = 5248.6527 Cu M |
| Inflow + Initial volume = 5248.7027 Cu M |
*=====================================================*
| Total system outflow = 4951.2061 Cu M |
| Volume left in system = 305.5284 Cu M |
| Evaporation = 0.0000 Cu M |
| Outflow + Final Volume = 5256.7344 Cu M |
*=====================================================*
*===============================================*
| Total Model Continuity Error |
| Error in Continuity, Percent = -0.1530 |
| Error in Continuity, m^3 = -8.032 |
| + Error means a continuity loss, - a gain |
*===============================================*
###################################################
# Table E22. Numerical Model judgement section #
###################################################
Your overall error was -0.1530 percent
Worst nodal error was in node N35 with 5.6642 percent
Of the total inflow this loss was 1.1732 percent
Your overall continuity error was Excellent
Excellent Efficiency
Efficiency of the simulation 1.22
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\m1y1hr.out
*==============================================================*
| SWMM Simulation Date and Time Summary |
*==============================================================*
| Starting Date... October 10, 2017 Time... 20:43:37:21 |
| Ending Date... October 10, 2017 Time... 20:43:47:92 |
| Elapsed Time... 0.17850 minutes or 10.71000 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.