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m20y1hr.out
From the archive XPXtrm.zip, inside Further information re: stormwater modelling - REC17/0011. File date in the archive: 2017-10-12 15:22.
1.8600 1.6000 2.6562 2.8242 Natural
1312 N13 N12 1.8600 1.6800 2.6562 2.4638 Natural
1211 N12 N11 1.6800 1.3400 2.4638 2.2895 Natural
1103 N11 N3 1.3400 1.1000 2.2895 1.9731 Natural
0912 N9 N12 3.5000 2.0000 3.5206 2.4638 Natural
0908 N9 N8 2.5000 2.0000 3.5206 3.0453 Circular
0811 N8 N11 3.0000 2.0000 3.0453 2.2895 Natural
0804 N8 N4 2.0000 1.7000 3.0453 2.8496 Circular
0201 N2 N1 1.0500 0.9300 1.9255 1.8056 Natural
50b50 N50B N50 5.9000 5.7000 5.9153 5.7198 Natural
49b40 N49B N49 5.2000 5.0000 5.2181 5.0260 Natural
51b50 N51B N51 5.0000 4.8000 5.0211 4.8242 Natural
L610 N33 N14A 2.6000 1.6000 3.7562 2.8242 Circular
51b48 N51B N48 3.8000 3.6000 5.0211 4.6084 Circular
5352o N53 N52 8.4000 7.1000 8.5043 7.2134 Natural
5352u N53 N52 7.4000 6.1000 8.5043 7.2134 Circular
5238o N52 N38 7.1000 6.0000 7.2134 6.1288 Natural
5238u N52 N38 6.1000 5.0000 7.2134 6.1288 Circular
3851o N38 N51B 6.3000 5.0000 6.1288 5.0211 Natural
3851u N38 N51B 5.0000 3.8000 6.1288 5.0211 Circular
5049u N50B N49B 5.7000 5.0000 5.9153 5.2181 Circular
4948u N49B N48 4.0000 3.6000 5.2181 4.6084 Circular
4845o N48 N45 4.6000 3.5000 4.6084 3.6047 Natural
4845u N48 N45 3.6000 2.5000 4.6084 3.6047 Circular
4746o N47 N46 4.6000 4.0000 4.6376 4.0604 Natural
4746u N47 N46 3.6000 3.0000 4.6376 4.0604 Circular
4645o N46 N45 4.0000 3.5000 4.0604 3.6047 Natural
4645u N46 N45 3.0000 2.5000 4.0604 3.6047 Circular
4140o N41 N40 7.6000 6.6000 7.6512 6.6785 Natural
4140u N41 N40 6.6000 5.6000 7.6512 6.6785 Circular
4038o N40 N38 6.6000 6.0000 6.6785 6.1288 Natural
4038u N40 N38 5.6000 5.0000 6.6785 6.1288 Circular
3938o N39 N38 7.0000 6.0000 7.0255 6.1288 Natural
3938u N39 N38 6.0000 5.0000 7.0255 6.1288 Circular
3836o N38 N36 6.0000 5.5200 6.1288 5.7504 Natural
3836u N38 N36 5.0000 4.4700 6.1288 5.7504 Circular
3635o N36 N35 5.6000 5.4500 5.7504 5.6003 Natural
3635u N36 N35 4.4700 4.0000 5.7504 5.0955 Circular
3533o N35 N33 4.8600 4.6800 5.0955 4.9106 Rectangle
3533u N35 N33 4.0000 3.9000 5.0955 4.0000 Rectangle
2217o N22 N17 3.4000 2.9500 3.5975 3.1474 Natural
2217u N22 N17 1.8600 1.7500 3.5975 3.1392 Circular
2019o N20 N19 7.0000 6.0000 7.0280 6.0483 Natural
2019u N20 N19 6.0000 4.5000 7.0280 6.0483 Circular
1918o N19 N18 6.0000 3.0000 6.0483 3.2184 Natural
1918u N19 N18 4.5000 1.9000 6.0483 3.2184 Circular
1817o N18 N17 3.0000 2.9500 3.2184 3.1392 Natural
1817u N18 N17 1.9000 1.7500 3.2184 3.1392 Circular
1009o N10 N9 4.6000 3.5000 4.6099 3.5206 Natural
1009u N10 N9 3.6000 2.5000 4.6099 3.5206 Circular
0706o N7 N6 5.0000 4.5000 5.0312 4.5632 Natural
0706u N7 N6 4.0000 3.5000 5.0312 4.5632 Circular
0604o N6 N4 4.5000 2.8000 4.5632 2.8629 Natural
0604u N6 N4 3.5000 1.7000 4.5632 2.8496 Circular
0504o N5 N4 4.3000 2.8000 4.3230 2.8496 Natural
0504u N5 N4 3.3000 1.7000 4.3230 2.8496 Circular
0403o N4 N3 2.8000 2.0000 2.8496 2.0400 Natural
0403u N4 N3 1.7000 1.1000 2.8496 1.9731 Circular
0302o N3 N2 1.8200 1.8100 1.9731 1.9255 Natural
0302u N3 N2 1.1000 1.0500 1.9731 1.9255 Rectangle
14b14ao N14B N14A 2.9900 2.5000 3.0892 2.8242 Natural
14b14au N14B N14A 1.8000 1.6000 3.0892 2.8242 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 -1.1698 -0.3403 0.0107 0.1086 0.0000 -1.0612 343.6978 0
N53 -1.1074 -0.1533 0.0101 0.1214 0.0000 -0.9861 722.5271 0
N52 0.5457 0.0634 0.0050 0.0613 0.0000 0.6070 860.0992 0
N38 -7.1921 -0.2590 0.0656 0.7665 0.0000 -6.4256 2776.3959 0
N51B -0.7302 -0.1081 0.0067 0.1167 0.0000 -0.6135 675.5859 0
N48 -0.5071 -0.0648 0.0046 0.1144 0.0000 -0.3928 782.2774 0
N50B 0.1724 0.0560 0.0016 1.0116 0.0000 1.1840 307.1301 0
N49B -0.6340 -0.1253 0.0058 0.0212 0.0000 -0.6128 506.1374 0
N47 -2.6320 -0.4057 0.0240 0.0280 0.0000 -2.6040 648.7587 0
N46 -4.0061 -0.5113 0.0365 0.0883 0.0000 -3.9178 783.4334 0
N45 10.6639 0.5068 0.0972 0.5011 0.0000 11.1650 2103.8572 0
N43 -0.1355 -0.0402 0.0012 0.0236 0.0000 -0.1119 336.7542 0
N42 -0.7193 -0.1109 0.0066 0.0441 0.0000 -0.6752 648.6666 0
N41 0.0816 0.0126 0.0007 0.0414 0.0000 0.1230 649.2646 0
N44 -1.8065 -0.3965 0.0165 0.0260 0.0000 -1.7805 455.6338 0
N40 -16.1050 -1.2947 0.1468 0.1192 0.0000 -15.9858 1243.9039 0
N39 -1.8571 -0.7824 0.0169 0.0192 0.0000 -1.8379 237.3517 0
N37 -0.7051 -0.1955 0.0064 0.0336 0.0000 -0.6715 360.6588 0
N36 -5.0274 -0.1279 0.0458 1.3776 0.0000 -3.6498 3929.1810 0
N35 13.9132 0.3573 0.1268 283.3434 0.0000 297.2566 3751.8909 0
N34 -4.8305 -0.5077 0.0440 0.5003 0.0000 -4.3303 951.2974 0
N33 -5.9373 -0.2365 0.0541 5.9727 0.0000 0.0354 2507.0044 0
N31 1.8598 0.3467 0.0170 0.1431 0.0000 2.0029 536.3031 0
N30 -6.1608 -0.2379 0.0562 0.4161 0.0000 -5.7447 2589.6917 0
N29 -0.7903 -0.0477 0.0072 0.5281 0.0000 -0.2622 1655.3664 0
N28 -1.2929 -0.2082 0.0118 0.0473 0.0000 -1.2456 620.8444 0
N27 -2.0450 -0.1187 0.0186 0.9024 0.0000 -1.1427 1722.3742 0
N26 -9.5734 -1.5543 0.0873 1.1693 0.0000 -8.4041 615.3394 0
N25 1.6281 0.1347 0.0148 0.1244 0.0000 1.7525 1208.6064 0
N24 -5.5323 -0.1814 0.0504 0.3021 0.0000 -5.2302 3048.8353 0
N23 9.0729 0.9451 0.0827 0.1173 0.0000 9.1902 959.9579 0
N22 -17.4626 -0.3281 0.1592 0.4573 0.0000 -17.0053 5321.7664 0
N21 0.8895 0.1647 0.0081 1.0221 0.0000 1.9116 539.4571 0
N20 -2.6770 -0.1583 0.0244 0.0734 0.0000 -2.6036 1691.2452 0
N19 -4.9436 -0.1622 0.0451 0.5575 0.0000 -4.3861 3047.1607 0
N18 27.5298 0.7128 0.2509 0.6415 0.0000 28.1713 3861.7146 0
N17 -1.6205 -0.0163 0.0148 0.9623 0.0000 -0.6581 9931.2259 0
N16 -4.3728 -0.0473 0.0399 2.3558 0.0000 -2.0170 9238.0442 0
N15 -1.6615 -0.0197 0.0151 4.7693 0.0000 3.1078 8431.7243 0
N14B -5.1493 -0.2745 0.0469 0.2618 0.0000 -4.8875 1875.8444 0
N14A -0.0631 -0.0010 0.0006 7.1957 0.0500 7.0827 6364.8842 0
N13 -8.9265 -0.1402 0.0814 0.5341 0.0000 -8.3924 6365.5870 0
N12 37.9039 0.5954 0.3455 0.1878 0.0000 38.0917 6365.6599 0
N11 47.7321 0.6191 0.4351 1.2696 0.0000 49.0017 7709.9032 0
N10 -0.2521 -0.0453 0.0023 0.0336 0.0000 -0.2185 557.1257 0
N9 -0.8817 -0.1580 0.0080 0.0774 0.0000 -0.8043 558.0788 0
N8 -4.3049 -0.4072 0.0392 0.1287 0.0000 -4.1762 1057.1341 0
N7 -0.7909 -0.1566 0.0072 0.0342 0.0000 -0.7567 504.9981 0
N6 0.3145 0.0149 0.0029 0.1303 0.0000 0.4448 2107.1029 0
N5 -3.5834 -0.6626 0.0327 0.0598 0.0000 -3.5236 540.8082 0
N4 -4.2045 -0.0907 0.0383 0.3151 0.0000 -3.8894 4634.2088 0
N3 -28.0213 -0.2274 0.2554 2.8619 0.0000 -25.1594 12322.9062 0
N2 -7.3901 -0.0347 0.0674 5.6366 0.0000 -1.7536 21308.8052 0
N1 -1.1856 -0.0056 0.0108 0.9112 0.0000 -0.2743 21309.7030 0
N50 1.8922 3.3356 0.0172 0.0003 0.0000 1.8925 56.7255 0
N49 2.8743 2.1936 0.0262 0.0004 0.0000 2.8747 131.0305 0
N51 1.3667 0.5145 0.0125 0.0003 0.0000 1.3670 265.6464 0
The total continuity error was -19.548 cubic meters
The remaining total volume was 328.67 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 171.3053 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N53 0.0000 0.0000 188.3816 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N52 0.0000 0.0000 68.6222 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N38 0.0000 0.0000 205.7990 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N51B 0.0000 0.0000 124.2018 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N50B 0.0000 0.0000 154.1425 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N49B 0.0000 0.0000 129.1266 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N47 0.0000 0.0000 295.6409 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N45 0.0000 0.0000 272.4453 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N43 0.0000 0.0000 168.2962 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N42 0.0000 0.0000 155.5167 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N44 0.0000 0.0000 226.8964 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N40 0.0000 0.0000 60.6953 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N39 0.0000 0.0000 117.7546 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N37 0.0000 0.0000 179.9736 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N36 0.0000 0.0000 224.7322 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N35 0.0000 0.0000 58.3546 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N31 0.0000 0.0000 269.1282 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N30 0.0000 0.0000 197.1037 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N29 0.0000 0.0000 515.7752 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N28 0.0000 0.0000 309.7480 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N27 0.0000 0.0000 549.5328 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N26 0.0000 0.0000 46.9950 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N23 0.0000 0.0000 484.5424 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N22 0.0000 0.0000 172.3611 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N21 0.0000 0.0000 270.6533 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N20 0.0000 0.0000 844.2601 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N19 0.0000 0.0000 674.4415 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N18 0.0000 0.0000 419.2502 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N17 0.0000 0.0000 110.9900 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N11 0.0000 0.0000 644.2479 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N10 0.0000 0.0000 278.4440 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N8 0.0000 0.0000 261.9780 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N7 0.0000 0.0000 252.1035 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N6 0.0000 0.0000 800.7888 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N5 0.0000 0.0000 268.6240 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N4 0.0000 0.0000 530.6398 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
N2 0.0000 0.0000 265.9467 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 10654.9504 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 0.1643 0.0000
N53 0.0000 0.0000 0.0000 1.1043 0.0000
N52 0.0000 0.0000 0.0000 1.1134 0.0000
N38 0.0000 0.0000 0.0000 1.1288 0.0000
N51B 0.0000 0.0000 0.0000 1.2211 0.0000
N48 0.0000 0.0000 0.0000 1.0084 0.0000
N50B 0.0000 0.0000 0.0000 1.2153 0.0000
N49B 0.0000 0.0000 0.0000 1.2181 0.0000
N47 0.0000 0.0000 0.0000 1.0376 0.0000
N46 0.0000 0.0000 0.0000 1.0604 0.0000
N45 0.0000 0.0000 0.0000 1.1047 0.0000
N43 0.0000 0.0000 0.0000 0.0780 0.0000
N42 0.0000 0.0000 0.0000 0.1051 0.0000
N41 0.0000 0.0000 0.0000 1.0512 0.0000
N44 0.0000 0.0000 0.0000 0.0905 0.0000
N40 0.0000 0.0000 0.0000 1.0785 0.0000
N39 0.0000 0.0000 0.0000 1.0255 0.0000
N37 0.0000 0.0000 0.0000 0.0672 0.0000
N36 0.0000 0.0000 0.0000 1.2804 0.0000
N35 0.0000 0.0000 0.0000 500.4992 0.0000
N34 0.0000 0.0000 0.0000 0.6705 0.0000
N33 0.0000 0.0000 0.0000 1.1566 0.0000
N31 0.0000 0.0000 0.0000 0.0236 0.0000
N30 0.0000 0.0000 0.0000 1.5821 0.0000
N29 0.0000 0.0000 0.0000 0.1397 0.0000
N28 0.0000 0.0000 0.0000 0.0813 0.0000
N27 0.0000 0.0000 0.0000 1.3802 0.0000
N26 0.0000 0.0000 0.0000 0.2165 0.0000
N25 27.1597 0.0000 0.0000 0.8134 0.0000
N24 28.0069 0.0000 0.0000 1.5542 0.0000
N23 0.0000 0.0000 0.0000 0.1324 0.0000
N22 0.0000 0.0000 0.0000 1.7375 0.0000
N21 0.0000 0.0000 0.0000 1.1392 0.0000
N20 0.0000 0.0000 0.0000 1.0280 0.0000
N19 0.0000 0.0000 0.0000 1.5483 0.0000
N18 0.0000 0.0000 0.0000 1.3184 0.0000
N17 0.0000 0.0000 0.0000 1.3892 0.0000
N16 36.1000 0.0000 0.0000 1.8064 0.0000
N15 36.5833 0.0000 0.0000 1.2391 0.0000
N14B 0.0000 0.0000 0.0000 1.2892 0.0000
N14A 0.0000 0.0000 0.0000 1.2242 0.0000
N13 0.0000 0.0000 0.0000 0.7962 0.0000
N12 0.0000 0.0000 0.0000 0.7838 0.0000
N11 0.0000 0.0000 0.0000 0.9495 0.0000
N10 0.0000 0.0000 0.0000 1.0099 0.0000
N9 0.0000 0.0000 0.0000 1.0206 0.0000
N8 0.0000 0.0000 0.0000 1.0453 0.0000
N7 0.0000 0.0000 0.0000 1.0312 0.0000
N6 0.0000 0.0000 0.0000 1.0632 0.0000
N5 0.0000 0.0000 0.0000 1.0230 0.0000
N4 0.0000 0.0000 0.0000 1.1496 0.0000
N3 0.0000 0.0000 0.0000 0.8731 0.0000
N2 0.0000 0.0000 0.0000 0.8755 0.0000
N1 0.0000 0.0000 0.0000 0.8756 0.0000
N50 0.0000 0.0000 0.0000 0.0198 0.0000
N49 0.0000 0.0000 0.0000 0.0260 0.0000
N51 0.0000 0.0000 0.0000 0.0242 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 0.018 percent
The Junction with the largest average change was.N16 with 0.097 percent
The Conduit with the largest sinuosity was.......1502 with 4.533
*===================================================================*
| 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 171.3332 0.0238
N53 188.4146 0.0262
N52 68.6389 0.0095
N38 205.8320 0.0286
N51B 124.2329 0.0173
N50B 154.1799 0.0214
N49B 129.1599 0.0179
N47 295.6927 0.0411
N45 272.4948 0.0378
N43 168.3260 0.0234
N42 155.5544 0.0216
N44 226.9456 0.0315
N40 60.7097 0.0084
N39 117.7814 0.0164
N37 180.0127 0.0250
N36 224.7805 0.0312
N35 58.3710 0.0081
N31 269.1870 0.0374
N30 197.1503 0.0274
N29 515.8761 0.0716
N28 309.8148 0.0430
N27 549.6314 0.0763
N26 47.0021 0.0065
N23 484.6666 0.0673
N22 172.3922 0.0239
N21 270.7130 0.0376
N20 844.3563 0.1173
N19 674.5552 0.0937
N18 419.3129 0.0582
N17 111.0109 0.0154
N11 644.3410 0.0895
N10 278.4977 0.0387
N8 262.0263 0.0364
N7 252.1495 0.0350
N6 800.9044 0.1112
N5 268.6749 0.0373
N4 530.7368 0.0737
N2 265.9869 0.0369
N1 -10654.9504 -1.4799
Outflow Outflow Average
Junction Volume m^3 Outflow, cms
--------------- ------------ ------------
N1 10654.9504 1.4799
*=====================================================*
| Initial system volume = 0.0500 Cu M |
| Total system inflow volume = 10969.4387 Cu M |
| Inflow + Initial volume = 10969.4887 Cu M |
*=====================================================*
| Total system outflow = 10654.9504 Cu M |
| Volume left in system = 328.6680 Cu M |
| Evaporation = 0.0000 Cu M |
| Outflow + Final Volume = 10983.6184 Cu M |
*=====================================================*
*===============================================*
| Total Model Continuity Error |
| Error in Continuity, Percent = -0.1288 |
| Error in Continuity, m^3 = -14.130 |
| + Error means a continuity loss, - a gain |
*===============================================*
###################################################
# Table E22. Numerical Model judgement section #
###################################################
Your overall error was -0.1288 percent
Worst nodal error was in node N11 with 0.6191 percent
Of the total inflow this loss was 0.4351 percent
Your overall continuity error was Excellent
Excellent Efficiency
Efficiency of the simulation 1.40
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\m20y1hr.out
*==============================================================*
| SWMM Simulation Date and Time Summary |
*==============================================================*
| Starting Date... October 12, 2017 Time... 15:22:25:60 |
| Ending Date... October 12, 2017 Time... 15:22:37:40 |
| Elapsed Time... 0.19667 minutes or 11.80000 seconds |
*==============================================================*
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