Original source · versioned page text
e2y25m.out
From the archive XPXtrm.zip, inside Further information re: stormwater modelling - REC17/0011. File date in the archive: 2017-10-09 20:19.
was.. 1903001 0.0000 hours
Start date/time of the simulation was.. 1903001 0.0000 hours
Same date/time found in interface file and model
*===================================================*
| XP Note Field Summary |
*===================================================*
*=================================*
| Conduit Convergence Criteria |
*=================================*
Conduit Full Conduit
Name Flow Slope
----------------- ---------- ----------
5453 8.2971 0.0288
5047 2.8812 0.0234
5114b 3.5733 0.0360
4342 10.3858 0.0345
3736 14.9983 0.0296
3534 5.8173 0.0100
3422 6.0122 0.0175
3130 13.5508 0.0327
3024 0.4621 0.0263
3036 6.7857 0.0056
2827 15.5945 0.0320
2726 18.5574 0.0200
2629 2.4524 0.0022
2930 11.6053 0.0163
2725 0.2218 0.0160
2524 0.2779 0.0251
2422 0.8401 0.0187
L575 4.4056 0.0217
2117 10.3655 0.0050
1714B 8.1188 0.0018
1716 3.1532 0.0133
1615 0.7725 0.0048
1614A 0.7872 0.0050
4514B 28.0567 0.0271
4515 0.1942 0.0403
1502 0.6052 0.0018
14A13 16.6072 0.0260
1312 15.7543 0.0129
1211 22.0747 0.0092
1103 34.9730 0.0069
0912 7.4604 0.0273
0908 0.1628 0.0100
0811 6.0914 0.0182
0804 0.2208 0.0060
0201 142.3584 0.0120
5248 8.1651 0.0379
4845 2.5500 0.0183
4250 11.5986 0.0276
5338 8.7547 0.0321
3851 5.0145 0.0321
4746o 17.3588 0.0240
4746u 0.1498 0.0240
4645o 15.8729 0.0152
4645u 0.1105 0.0152
3836o 9.9729 0.0120
3635o 35.6736 0.0285
2217o 14.0423 0.0129
2217u 0.6241 0.0031
2019o 11.6942 0.0333
2019u 0.6375 0.0500
1918o 18.5045 0.0273
1918u 0.9440 0.0236
1817o 9.1593 0.0023
1817u 0.5070 0.0068
1009o 8.3091 0.0220
1009u 0.2415 0.0220
0706o 7.2322 0.0167
0706u 0.1248 0.0167
0604o 9.6606 0.0298
0604u 0.3116 0.0316
0504o 8.6316 0.0238
0504u 0.1541 0.0254
0403o 9.0589 0.0400
0403u 1.9283 0.0300
0302o 2.9365 0.0010
0302u 3.2556 0.0050
14a14bo 75.9084 0.0490
14a14bu 0.1368 0.0200
*=================================*
| Initial Model Condition |
| Initial Time = 0.00 hours |
*=================================*
Junction / Depth / Elevation ===> "*" Junction is Surcharged.
N54/ 0.00 / 8.90 N53/ 0.00 / 8.50 N52/ 0.00 / 7.00
N38/ 0.00 / 5.00 N51/ 0.00 / 3.80 N48/ 0.00 / 3.60
N50/ 0.00 / 4.70 N47/ 0.00 / 3.60 N46/ 0.00 / 3.00
N45/ 0.00 / 2.50 N43/ 0.00 / 9.20 N42/ 0.00 / 7.30
N37/ 0.00 / 7.00 N36/ 0.00 / 4.47 N35/ 0.00 / 3.20
N34/ 0.00 / 4.10 N31/ 0.00 / 7.50 N30/ 0.00 / 4.20
N29/ 0.00 / 6.40 N28/ 0.00 / 8.30 N27/ 0.00 / 5.35
N26/ 0.00 / 6.50 N25/ 0.00 / 4.87 N24/ 0.00 / 2.59
N23/ 0.00 / 4.70 N22/ 0.00 / 1.86 N21/ 0.00 / 2.00
N20/ 0.00 / 6.00 N19/ 0.00 / 4.50 N18/ 0.00 / 1.90
N17/ 0.00 / 1.75 N16/ 0.00 / 1.34 N15/ 0.00 / 1.21
N14B/ 0.00 / 1.80 N14A/ 0.05 / 1.65 N13/ 0.00 / 1.86
N12/ 0.00 / 1.68 N11/ 0.00 / 1.34 N10/ 0.00 / 3.60
N9/ 0.00 / 2.50 N8/ 0.00 / 2.00 N7/ 0.00 / 4.00
N6/ 0.00 / 3.50 N5/ 0.00 / 3.30 N4/ 0.00 / 1.70
N3/ 0.00 / 1.10 N2/ 0.00 / 1.05 N1/ 0.00 / 0.93
Conduit/ FLOW ===> "*" Conduit uses the normal flow option.
5453/ 0.00 5047/ 0.00 5114b/ 0.00
4342/ 0.00 3736/ 0.00 3534/ 0.00
3422/ 0.00 3130/ 0.00 3024/ 0.00
3036/ 0.00 2827/ 0.00 2726/ 0.00
2629/ 0.00 2930/ 0.00 2725/ 0.00
2524/ 0.00 2422/ 0.00 L575/ 0.00
2117/ 0.00 1714B/ 0.00 1716/ 0.00
1615/ 0.00 1614A/ 0.00 4514B/ 0.00
4515/ 0.00 1502/ 0.00 14A13/ 0.00
1312/ 0.00 1211/ 0.00 1103/ 0.00
0912/ 0.00 0908/ 0.00 0811/ 0.00
0804/ 0.00 0201/ 0.00 5248/ 0.00
4845/ 0.00 4250/ 0.00 5338/ 0.00
3851/ 0.00 4746o/ 0.00 4746u/ 0.00
4645o/ 0.00 4645u/ 0.00 3836o/ 0.00
3635o/ 0.00 2217o/ 0.00 2217u/ 0.00
2019o/ 0.00 2019u/ 0.00 1918o/ 0.00
1918u/ 0.00 1817o/ 0.00 1817u/ 0.00
1009o/ 0.00 1009u/ 0.00 0706o/ 0.00
0706u/ 0.00 0604o/ 0.00 0604u/ 0.00
0504o/ 0.00 0504u/ 0.00 0403o/ 0.00
0403u/ 0.00 0302o/ 0.00 0302u/ 0.00
14a14bo/ 0.00 14a14bu/ 0.00 FREE # 1/ 0.00
Conduit/ Velocity
5453/ 0.00 5047/ 0.00 5114b/ 0.00
4342/ 0.00 3736/ 0.00 3534/ 0.00
3422/ 0.00 3130/ 0.00 3024/ 0.00
3036/ 0.00 2827/ 0.00 2726/ 0.00
2629/ 0.00 2930/ 0.00 2725/ 0.00
2524/ 0.00 2422/ 0.00 L575/ 0.00
2117/ 0.00 1714B/ 0.00 1716/ 0.00
1615/ 0.00 1614A/ 0.00 4514B/ 0.00
4515/ 0.00 1502/ 0.00 14A13/ 0.00
1312/ 0.00 1211/ 0.00 1103/ 0.00
0912/ 0.00 0908/ 0.00 0811/ 0.00
0804/ 0.00 0201/ 0.00 5248/ 0.00
4845/ 0.00 4250/ 0.00 5338/ 0.00
3851/ 0.00 4746o/ 0.00 4746u/ 0.00
4645o/ 0.00 4645u/ 0.00 3836o/ 0.00
3635o/ 0.00 2217o/ 0.00 2217u/ 0.00
2019o/ 0.00 2019u/ 0.00 1918o/ 0.00
1918u/ 0.00 1817o/ 0.00 1817u/ 0.00
1009o/ 0.00 1009u/ 0.00 0706o/ 0.00
0706u/ 0.00 0604o/ 0.00 0604u/ 0.00
0504o/ 0.00 0504u/ 0.00 0403o/ 0.00
0403u/ 0.00 0302o/ 0.00 0302u/ 0.00
14a14bo/ 0.00 14a14bu/ 0.00
Conduit/ Cross Sectional Area
5453/ 0.00 5047/ 0.00 5114b/ 0.00
4342/ 0.00 3736/ 0.00 3534/ 0.00
3422/ 0.00 3130/ 0.00 3024/ 0.00
3036/ 0.00 2827/ 0.00 2726/ 0.00
2629/ 0.00 2930/ 0.00 2725/ 0.00
2524/ 0.00 2422/ 0.00 L575/ 0.00
2117/ 0.00 1714B/ 0.00 1716/ 0.00
1615/ 0.00 1614A/ 0.00 4514B/ 0.00
4515/ 0.00 1502/ 0.00 14A13/ 0.01
1312/ 0.00 1211/ 0.00 1103/ 0.00
0912/ 0.00 0908/ 0.00 0811/ 0.00
0804/ 0.00 0201/ 0.00 5248/ 0.00
4845/ 0.00 4250/ 0.00 5338/ 0.00
3851/ 0.00 4746o/ 0.00 4746u/ 0.00
4645o/ 0.00 4645u/ 0.00 3836o/ 0.00
3635o/ 0.00 2217o/ 0.00 2217u/ 0.00
2019o/ 0.00 2019u/ 0.00 1918o/ 0.00
1918u/ 0.00 1817o/ 0.00 1817u/ 0.00
1009o/ 0.00 1009u/ 0.00 0706o/ 0.00
0706u/ 0.00 0604o/ 0.00 0604u/ 0.00
0504o/ 0.00 0504u/ 0.00 0403o/ 0.00
0403u/ 0.00 0302o/ 0.00 0302u/ 0.00
14a14bo/ 0.00 14a14bu/ 0.00
Conduit/ Hydraulic Radius
5453/ 0.00 5047/ 0.00 5114b/ 0.00
4342/ 0.00 3736/ 0.00 3534/ 0.00
3422/ 0.00 3130/ 0.00 3024/ 0.00
3036/ 0.00 2827/ 0.00 2726/ 0.00
2629/ 0.00 2930/ 0.00 2725/ 0.00
2524/ 0.00 2422/ 0.00 L575/ 0.00
2117/ 0.00 1714B/ 0.00 1716/ 0.00
1615/ 0.00 1614A/ 0.03 4514B/ 0.00
4515/ 0.00 1502/ 0.00 14A13/ 0.02
1312/ 0.00 1211/ 0.00 1103/ 0.00
0912/ 0.00 0908/ 0.00 0811/ 0.00
0804/ 0.00 0201/ 0.00 5248/ 0.00
4845/ 0.00 4250/ 0.00 5338/ 0.00
3851/ 0.00 4746o/ 0.00 4746u/ 0.00
4645o/ 0.00 4645u/ 0.00 3836o/ 0.00
3635o/ 0.00 2217o/ 0.00 2217u/ 0.00
2019o/ 0.00 2019u/ 0.00 1918o/ 0.00
1918u/ 0.00 1817o/ 0.00 1817u/ 0.00
1009o/ 0.00 1009u/ 0.00 0706o/ 0.00
0706u/ 0.00 0604o/ 0.00 0604u/ 0.00
0504o/ 0.00 0504u/ 0.00 0403o/ 0.00
0403u/ 0.00 0302o/ 0.00 0302u/ 0.00
14a14bo/ 0.00 14a14bu/ 0.02
Conduit/ Upstream/ Downstream Elevation
5453/ 7.00/ 7.00 5047/ 3.60/ 3.60 5114b/ 1.80/ 1.80
4342/ 7.30/ 7.30 3736/ 4.20/ 4.20 3534/ 4.10/ 4.10
3422/ 1.86/ 1.86 3130/ 4.20/ 4.20 3024/ 2.59/ 2.59
3036/ 4.47/ 4.47 2827/ 5.35/ 5.35 2726/ 6.50/ 6.50
2629/ 6.40/ 6.40 2930/ 4.20/ 4.20 2725/ 4.87/ 4.87
2524/ 2.59/ 2.59 2422/ 1.86/ 1.86 L575/ 1.86/ 1.86
2117/ 1.75/ 1.75 1714B/ 1.80/ 1.80 1716/ 1.34/ 1.34
1615/ 1.21/ 1.21 1614A/ 1.65/ 1.65 4514B/ 1.80/ 1.80
4515/ 1.21/ 1.21 1502/ 1.05/ 1.05 14A13/ 1.86/ 1.65
1312/ 1.68/ 1.68 1211/ 1.34/ 1.34 1103/ 1.10/ 1.10
0912/ 1.68/ 1.68 0908/ 2.00/ 2.00 0811/ 1.34/ 1.34
0804/ 1.70/ 1.70 0201/ 0.93/ 0.93 5248/ 3.60/ 3.60
4845/ 2.50/ 2.50 4250/ 4.70/ 4.70 5338/ 5.00/ 5.00
3851/ 3.80/ 3.80 4746o/ 3.00/ 3.00 4746u/ 3.00/ 3.00
4645o/ 2.50/ 2.50 4645u/ 2.50/ 2.50 3836o/ 4.47/ 4.47
3635o/ 3.20/ 3.20 2217o/ 1.75/ 1.75 2217u/ 1.75/ 1.75
2019o/ 4.50/ 4.50 2019u/ 4.50/ 4.50 1918o/ 1.90/ 1.90
1918u/ 1.90/ 1.90 1817o/ 1.75/ 1.75 1817u/ 1.75/ 1.75
1009o/ 2.50/ 2.50 1009u/ 2.50/ 2.50 0706o/ 3.50/ 3.50
0706u/ 3.50/ 3.50 0604o/ 1.70/ 1.70 0604u/ 1.70/ 1.70
0504o/ 1.70/ 1.70 0504u/ 1.70/ 1.70 0403o/ 1.10/ 1.10
0403u/ 1.10/ 1.10 0302o/ 1.05/ 1.05 0302u/ 1.05/ 1.05
14a14bo/ 1.65/ 1.65 14a14bu/ 1.80/ 1.65
*===================================================*
| Table E5 - Junction Time Limitation Summary |
| (0.10 or 0.25)* Depth * Area |
| Time step = ------------------------------ |
| Sum of Flow |
*===================================================*
| The time this junction was the limiting junction |
| is listed in the third column. |
*===================================================*
Junction Time(.10) Time(.25) Time(sec)
----------------- --------- --------- ---------
N54 50.0000 50.0000 60.0000
N53 50.0000 50.0000 0.0000
N52 50.0000 50.0000 0.0000
N38 2.1558 5.3895 5.0000
N51 2.7640 6.9101 25.0000
N48 2.4045 6.0112 30.0000
N50 2.1145 5.2862 40.0000
N47 1.2562 3.1404 220.0000
N46 2.4239 6.0598 19430.0000
N45 1.0637 2.6593 95.0000
N43 50.0000 50.0000 0.0000
N42 50.0000 50.0000 0.0000
N37 50.0000 50.0000 0.0000
N36 1.7186 4.2965 20.0000
N35 2.9569 7.3923 0.0000
N34 50.0000 50.0000 0.0000
N31 38.0356 50.0000 0.0000
N30 0.1561 0.3902 170.0000
N29 48.8936 50.0000 0.0000
N28 33.1839 50.0000 0.0000
N27 2.1185 5.2962 95.0000
N26 50.0000 50.0000 0.0000
N25 2.4579 6.1448 30.0000
N24 1.1756 2.9391 470.0000
N23 13.6126 34.0315 0.0000
N22 1.9945 4.9864 10.0000
N21 1.6351 4.0877 95.0000
N20 23.6634 50.0000 0.0000
N19 16.7091 41.7728 0.0000
N18 2.1073 5.2682 20.0000
N17 7.1157 17.7893 0.0000
N16 7.5643 18.9108 0.0000
N15 12.2300 30.5751 0.0000
N14B 0.5105 1.2763 540.0000
N14A 5.5239 13.8097 0.0000
N13 15.3613 38.4033 0.0000
N12 30.0102 50.0000 0.0000
N11 32.8871 50.0000 0.0000
N10 10.0064 25.0161 0.0000
N9 3.8992 9.7479 70.0000
N8 5.9153 14.7883 0.0000
N7 1.1702 2.9255 85.0000
N6 0.6419 1.6048 10.0000
N5 2.7199 6.7997 80.0000
N4 18.7439 46.8598 0.0000
N3 44.0966 50.0000 0.0000
N2 36.4812 50.0000 0.0000
N1 50.0000 50.0000 0.0000
The junction requiring the smallest time step was...N46
*==========================================================*
| Table E5a - Conduit Explicit Condition Summary |
| Courant = Conduit Length |
| Time step = -------------------------------- |
| Velocity + sqrt(g*depth) |
| |
| Conduit Implicit Condition Summary |
| Courant = Conduit Length |
| Time step = -------------------------------- |
| Velocity |
*==========================================================*
| The 3rd column is the Explicit time step times the |
| minimum courant time step factor |
| |
| Minimum Conduit Time Step in seconds in the 4th column |
| in the list. Maximum possible is 10 * maximum time step |
| |
| The 5th column is the maximum change at any time step |
| during the simulation. The 6th column is the wobble |
| value which is an indicator of the flow stability. |
| |
| You should use this section to find those conduits that |
| are slowing your model down. Use modify conduits to |
| alter the length of the slow conduits to make your |
| simulation faster, or change the conduit name to |
| "CHME?????" where ????? are any characters, this will |
| lengthen the conduit based on the model time step, |
| not the value listed in modify conduits. |
*==========================================================*
Conduit Time(exp) Expl*Cmin Time(imp) Time(min) Max Qchange Wobble Type of Soln
-------------- --------- --------- --------- --------- ----------- ------- ------------
5453 50.0000 50.0000 50.0000 4.7500 0.0005 0.0153 Normal Soln
5047 42.9717 42.9717 50.0000 0.0000 -0.0014 0.1314 Normal Soln
5114b 50.0000 50.0000 50.0000 0.0000 0.0425 0.0437 Normal Soln
4342 50.0000 50.0000 50.0000 0.0000 0.0005 0.0131 Normal Soln
3736 40.4753 40.4753 50.0000 0.0000 -0.0010 0.0111 Normal Soln
3534 17.2490 17.2490 50.0000 0.0000 -0.0007 0.0102 Normal Soln
3422 50.0000 50.0000 50.0000 0.0000 0.0002 0.0086 Normal Soln
3130 50.0000 50.0000 50.0000 0.0000 0.0020 0.0210 Normal Soln
3024 7.5037 7.5037 17.4517 0.0000 -0.0084 2.1386 Normal Soln
3036 16.5006 16.5006 50.0000 0.0000 0.0165 0.1110 Normal Soln
2827 33.2599 33.2599 50.0000 0.0000 -0.0010 0.0182 Normal Soln
2726 9.8037 9.8037 49.3692 0.0000 0.0719 0.0327 Normal Soln
2629 44.3742 44.3742 50.0000 0.0000 0.0013 0.0901 Normal Soln
2930 30.7143 30.7143 50.0000 0.0000 -0.0019 0.0519 Normal Soln
2725 5.0180 5.0180 12.8053 0.0000 0.0025 2.4033 Normal Soln
2524 15.4918 15.4918 32.5813 0.0000 -0.0021 1.9319 Normal Soln
2422 6.7044 6.7044 16.9578 0.0000 0.0137 1.6989 Normal Soln
L575 50.0000 50.0000 50.0000 0.0000 0.0016 0.0983 Normal Soln
2117 10.3778 10.3778 25.1786 0.0000 0.0039 0.0294 Normal Soln
1714B 26.2272 26.2272 50.0000 0.0000 -0.0019 0.0375 Normal Soln
1716 5.1057 5.1057 13.7515 0.0000 -0.0130 1.1410 Normal Soln
1615 4.2810 4.2810 10.8116 0.0000 0.0079 2.8897 Normal Soln
1614A 2.0300 2.0300 6.5008 3.8333 -0.0107 2.2196 Normal Soln
4514B 14.6622 14.6622 24.3129 0.0000 0.0023 0.0188 Normal Soln
4515 5.6198 5.6198 12.6611 0.0000 -0.0045 1.9751 Normal Soln
1502 15.7413 15.7413 34.7244 0.0000 0.0100 4.2141 Normal Soln
14A13 4.5257 4.5257 25.8064 0.0000 0.0076 0.1020 Normal Soln
1312 7.0805 7.0805 38.0690 0.0000 0.0076 0.1024 Normal Soln
1211 20.8758 20.8758 50.0000 0.0000 0.0061 0.0705 Normal Soln
1103 15.7626 15.7626 50.0000 0.0000 0.0049 0.0507 Normal Soln
0912 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
0908 11.9244 11.9244 44.6371 0.0000 -0.0021 1.6127 Normal Soln
0811 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
0804 10.8916 10.8916 33.9205 0.0000 0.0017 2.1466 Normal Soln
0201 3.0584 3.0584 7.3186 329.8333 0.0166 0.0425 Normal Soln
5248 50.0000 50.0000 50.0000 0.0000 0.0008 0.0256 Normal Soln
4845 50.0000 50.0000 50.0000 0.0000 0.0052 0.1079 Normal Soln
4250 50.0000 50.0000 50.0000 0.0000 0.0009 0.0235 Normal Soln
5338 50.0000 50.0000 50.0000 0.0000 0.0005 0.0163 Normal Soln
3851 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
4746o 24.1615 24.1615 44.8064 0.0000 -0.0034 0.0048 Normal Soln
4746u 5.4196 5.4196 17.6924 0.0000 -0.0027 1.6864 Normal Soln
4645o 37.7111 37.7111 50.0000 0.0000 -0.0017 0.0058 Normal Soln
4645u 7.1275 7.1275 24.1545 0.0000 0.0059 2.5880 Normal Soln
3836o 38.7090 38.7090 50.0000 0.0000 0.0006 0.0133 Normal Soln
3635o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
2217o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
2217u 6.1008 6.1008 15.8182 0.0000 0.0144 3.1021 Normal Soln
2019o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
2019u 7.0098 7.0098 12.3206 0.0000 0.0031 0.9545 Normal Soln
1918o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
1918u 18.7487 18.7487 45.4295 0.0000 0.0054 1.3418 Normal Soln
1817o 20.0879 20.0879 50.0000 0.0000 0.0031 0.0287 Normal Soln
1817u 4.0062 4.0062 10.1991 0.0000 -0.0079 2.7088 Normal Soln
1009o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
1009u 12.0507 12.0507 30.9393 0.0000 -0.0027 1.0569 Normal Soln
0706o 46.3714 46.3714 50.0000 0.0000 0.0067 0.0070 Normal Soln
0706u 6.8453 6.8453 24.4351 0.0000 -0.0032 2.0230 Normal Soln
0604o 48.0921 48.0921 50.0000 0.0000 -0.0024 0.0223 Normal Soln
0604u 9.6223 9.6223 20.4641 0.0000 0.0027 2.0755 Normal Soln
0504o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
0504u 14.3417 14.3417 37.7119 0.0000 0.0017 1.6932 Normal Soln
0403o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
0403u 3.8859 3.8859 8.2567 0.0000 0.0047 1.0278 Normal Soln
0302o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
0302u 3.2879 3.2879 16.1743 0.0000 0.0030 0.3828 Normal Soln
14a14bo 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
14a14bu 1.8932 1.8932 4.8820 21.5833 -0.0106 2.7246 Normal Soln
The conduit with the smallest time step limitation was..0201
The conduit with the largest wobble was.................1502
The conduit with the largest flow change in any
consecutive time step...................................2726
*==================================================*
| Table E6. Final Model Condition |
| This table is used for steady state |
| flow comparison and is the information|
| saved to the hot-restart file. |
| Final Time = 6.001 hours |
*==================================================*
Junction / Depth / Elevation ===> "*" Junction is Surcharged.
N54/ 0.00 / 8.90/ N53/ 0.00 / 8.50/ N52/ 0.00 / 7.00/
N38/ 1.00 / 6.00/ N51/ 1.00 / 4.80/ N48/ 1.00 / 4.60/
N50/ 1.00 / 5.70/ N47/ 0.00 / 3.60/ N46/ 0.00 / 3.00/
N45/ 0.00 / 2.50/ N43/ 0.00 / 9.20/ N42/ 0.00 / 7.30/
N37/ 0.00 / 7.00/ N36/ 1.15 / 5.62/ N35/ 1.00 / 4.20/
N34/ 0.00 / 4.10/ N31/ 0.00 / 7.50/ N30/ 0.01 / 4.21/
N29/ 0.00 / 6.40/ N28/ 0.00 / 8.30/ N27/ 0.00 / 5.35/
N26/ 0.01 / 6.51/ N25/ 0.00 / 4.87/ N24/ 0.01 / 2.60/
N23/ 0.00 / 4.70/ N22/ 0.01 / 1.87/ N21/ 1.00 / 3.00/
N20/ 0.00 / 6.00/ N19/ 0.00 / 4.50/ N18/ 0.01 / 1.91/
N17/ 0.01 / 1.76/ N16/ 0.01 / 1.35/ N15/ 0.02 / 1.23/
N14B/ 0.00 / 1.80/ N14A/ 0.05 / 1.65/ N13/ 0.00 / 1.86/
N12/ 0.00 / 1.68/ N11/ 0.01 / 1.35/ N10/ 0.00 / 3.60/
N9/ 0.00 / 2.50/ N8/ 0.00 / 2.00/ N7/ 0.00 / 4.00/
N6/ 0.00 / 3.50/ N5/ 0.00 / 3.30/ N4/ 0.00 / 1.70/
N3/ 0.00 / 1.10/ N2/ 0.01 / 1.06/ N1/ 0.00 / 0.93/
Conduit/ Flow ===> "*" Conduit uses the normal flow option.
5453/ 0.00*/ 5047/ 0.00 / 5114b/ 0.00 /
4342/ 0.00*/ 3736/ 0.00 / 3534/ 0.00*/
3422/ 0.00 / 3130/ 0.00 / 3024/ 0.00 /
3036/ 0.00 / 2827/ 0.00 / 2726/ 0.00*/
2629/ 0.00 / 2930/ 0.00 / 2725/ 0.00 /
2524/ 0.00 / 2422/ 0.00*/ L575/ 0.00 /
2117/ 0.00 / 1714B/ 0.00 / 1716/ 0.00 /
1615/ 0.00*/ 1614A/ 0.00 / 4514B/ 0.00 /
4515/ 0.00*/ 1502/ 0.00 / 14A13/ 0.00*/
1312/ 0.00*/ 1211/ 0.00*/ 1103/ 0.00 /
0912/ 0.00 / 0908/ 0.00*/ 0811/ 0.00 /
0804/ 0.00*/ 0201/ 0.00 / 5248/ 0.00 /
4845/ 0.00 / 4250/ 0.00 / 5338/ 0.00*/
3851/ 0.00 / 4746o/ 0.00*/ 4746u/ 0.00 /
4645o/ 0.00*/ 4645u/ 0.00*/ 3836o/ 0.00*/
3635o/ 0.00 / 2217o/ 0.00 / 2217u/ 0.00 /
2019o/ 0.00 / 2019u/ 0.00*/ 1918o/ 0.00 /
1918u/ 0.00*/ 1817o/ 0.00 / 1817u/ 0.00*/
1009o/ 0.00 / 1009u/ 0.00*/ 0706o/ 0.00*/
0706u/ 0.00*/ 0604o/ 0.00 / 0604u/ 0.00*/
0504o/ 0.00 / 0504u/ 0.00*/ 0403o/ 0.00 /
0403u/ 0.00 / 0302o/ 0.00 / 0302u/ 0.00*/
14a14bo/ 0.00 / 14a14bu/ 0.00*/ FREE # 1/ 0.00 /
Conduit/ Velocity
5453/ 0.00 / 5047/ 0.01 / 5114b/ 0.01 /
4342/ 0.00 / 3736/ 0.02 / 3534/ 0.00 /
3422/ 0.00 / 3130/ 0.01 / 3024/ 0.39 /
3036/ 0.00 / 2827/ 0.03 / 2726/ 0.00 /
2629/ 0.03 / 2930/ 0.08 / 2725/ 0.15 /
2524/ 0.18 / 2422/ 0.25 / L575/ 0.01 /
2117/ 0.01 / 1714B/ 0.00 / 1716/ 0.32 /
1615/ 0.18 / 1614A/ 0.00 / 4514B/ 0.00 /
4515/ 0.05 / 1502/ 0.19 / 14A13/ 0.00 /
1312/ 0.00 / 1211/ 0.00 / 1103/ 0.01 /
0912/ 0.00 / 0908/ 0.07 / 0811/ 0.00 /
0804/ 0.06 / 0201/ 0.08 / 5248/ 0.01 /
4845/ 0.01 / 4250/ 0.01 / 5338/ 0.00 /
3851/ 0.00 / 4746o/ 0.00 / 4746u/ 0.16 /
4645o/ 0.00 / 4645u/ 0.10 / 3836o/ 0.00 /
3635o/ 0.00 / 2217o/ 0.00 / 2217u/ 0.19 /
2019o/ 0.00 / 2019u/ 0.29 / 1918o/ 0.00 /
1918u/ 0.20 / 1817o/ 0.00 / 1817u/ 0.14 /
1009o/ 0.00 / 1009u/ 0.10 / 0706o/ 0.00 /
0706u/ 0.06 / 0604o/ 0.00 / 0604u/ 0.22 /
0504o/ 0.00 / 0504u/ 0.05 / 0403o/ 0.00 /
0403u/ 0.27 / 0302o/ 0.00 / 0302u/ 0.01 /
14a14bo/ 0.00 / 14a14bu/ 0.00 /
Conduit/ Width
5453/ 0.32 / 5047/ 0.20 / 5114b/ 0.05 /
4342/ 0.23 / 3736/ 0.02 / 3534/ 0.01 /
3422/ 0.01 / 3130/ 0.05 / 3024/ 0.18 /
3036/ 3.16 / 2827/ 0.02 / 2726/ 8.93 /
2629/ 0.45 / 2930/ 0.20 / 2725/ 0.15 /
2524/ 0.15 / 2422/ 0.24 / L575/ 0.04 /
2117/ 0.03 / 1714B/ 1.70 / 1716/ 0.41 /
1615/ 0.29 / 1614A/ 0.33 / 4514B/ 0.07 /
4515/ 0.14 / 1502/ 0.32 / 14A13/ 0.18 /
1312/ 0.00 / 1211/ 0.03 / 1103/ 0.09 /
0912/ 0.39 / 0908/ 0.15 / 0811/ 0.00 /
0804/ 0.18 / 0201/ 0.24 / 5248/ 0.27 /
4845/ 0.19 / 4250/ 0.31 / 5338/ 1.32 /
3851/ 0.03 / 4746o/ 0.04 / 4746u/ 0.12 /
4645o/ 0.04 / 4645u/ 0.12 / 3836o/ 3.21 /
3635o/ 0.00 / 2217o/ 0.00 / 2217u/ 0.29 /
2019o/ 0.00 / 2019u/ 0.18 / 1918o/ 0.14 /
1918u/ 0.24 / 1817o/ 0.23 / 1817u/ 0.24 /
1009o/ 0.00 / 1009u/ 0.15 / 0706o/ 0.13 /
0706u/ 0.12 / 0604o/ 0.24 / 0604u/ 0.15 /
0504o/ 0.00 / 0504u/ 0.12 / 0403o/ 0.00 /
0403u/ 0.29 / 0302o/ 0.00 / 0302u/ 1.50 /
14a14bo/ 0.01 / 14a14bu/ 0.17 /
Junction/ EGL
N54/ 0.00 / N53/ 0.00 / N52/ 0.00 /
N38/ 1.00 / N51/ 1.00 / N48/ 1.20 /
N50/ 1.00 / N47/ 1.00 / N46/ 0.00 /
N45/ 1.00 / N43/ 0.00 / N42/ 0.00 /
N37/ 0.00 / N36/ 1.15 / N35/ 1.00 /
N34/ 0.00 / N31/ 0.00 / N30/ 1.50 /
N29/ 0.00 / N28/ 0.00 / N27/ 1.35 /
N26/ 0.01 / N25/ 0.00 / N24/ 0.28 /
N23/ 0.00 / N22/ 1.54 / N21/ 1.00 /
N20/ 0.00 / N19/ 0.01 / N18/ 0.01 /
N17/ 1.20 / N16/ 0.02 / N15/ 0.03 /
N14B/ 1.20 / N14A/ 0.05 / N13/ 0.00 /
N12/ 0.00 / N11/ 0.01 / N10/ 0.00 /
N9/ 0.00 / N8/ 0.00 / N7/ 0.00 /
N6/ 0.00 / N5/ 0.00 / N4/ 0.01 /
N3/ 0.00 / N2/ 0.01 / N1/ 0.00 /
Junction/ Freeboard
N54/ 1.10 / N53/ 1.50 / N52/ 3.00 /
N38/ 4.00 / N51/ 5.20 / N48/ 5.40 /
N50/ 4.30 / N47/ 6.40 / N46/ 7.00 /
N45/ 7.50 / N43/ 0.80 / N42/ 2.70 /
N37/ 3.00 / N36/ 4.38 / N35/ 5.80 /
N34/ 5.90 / N31/ 2.50 / N30/ 5.79 /
N29/ 3.60 / N28/ 1.70 / N27/ 4.65 /
N26/ 3.49 / N25/ 5.13 / N24/ 7.40 /
N23/ 5.30 / N22/ 8.13 / N21/ 7.00 /
N20/ 4.00 / N19/ 5.50 / N18/ 8.09 /
N17/ 8.24 / N16/ 8.65 / N15/ 8.77 /
N14B/ 8.20 / N14A/ 8.35 / N13/ 8.14 /
N12/ 8.32 / N11/ 8.65 / N10/ 6.40 /
N9/ 7.50 / N8/ 8.00 / N7/ 6.00 /
N6/ 6.50 / N5/ 6.70 / N4/ 8.30 /
N3/ 8.90 / N2/ 8.94 / N1/ 9.07 /
Junction/ Max Volume
N54/ 0.02 / N53/ 0.02 / N52/ 0.02 /
N38/ 1.06 / N51/ 1.02 / N48/ 1.03 /
N50/ 1.04 / N47/ 1.04 / N46/ 1.05 /
N45/ 1.09 / N43/ 0.02 / N42/ 0.02 /
N37/ 0.06 / N36/ 1.28 / N35/ 1.02 /
N34/ 0.02 / N31/ 0.02 / N30/ 1.54 /
N29/ 0.10 / N28/ 0.07 / N27/ 1.37 /
N26/ 0.13 / N25/ 0.70 / N24/ 1.27 /
N23/ 0.11 / N22/ 1.37 / N21/ 1.04 /
N20/ 0.31 / N19/ 0.40 / N18/ 1.21 /
N17/ 1.04 / N16/ 1.48 / N15/ 1.00 /
N14B/ 1.17 / N14A/ 0.91 / N13/ 0.54 /
N12/ 0.54 / N11/ 0.62 / N10/ 0.31 /
N9/ 0.90 / N8/ 0.99 / N7/ 1.01 /
N6/ 1.03 / N5/ 0.56 / N4/ 0.76 /
N3/ 0.59 / N2/ 0.60 / N1/ 0.60 /
Junction/Total Fldng
N54/ 0.00 / N53/ 0.00 / N52/ 0.00 /
N38/ 0.00 / N51/ 0.00 / N48/ 0.00 /
N50/ 0.00 / N47/ 0.00 / N46/ 0.00 /
N45/ 0.00 / N43/ 0.00 / N42/ 0.00 /
N37/ 0.00 / N36/ 0.00 / N35/ 0.00 /
N34/ 0.00 / N31/ 0.00 / N30/ 0.00 /
N29/ 0.00 / N28/ 0.00 / N27/ 0.00 /
N26/ 0.00 / N25/ 0.00 / N24/ 0.00 /
N23/ 0.00 / N22/ 0.00 / N21/ 0.00 /
N20/ 0.00 / N19/ 0.00 / N18/ 0.00 /
N17/ 0.00 / N16/ 0.00 / N15/ 0.00 /
N14B/ 0.00 / N14A/ 0.00 / N13/ 0.00 /
N12/ 0.00 / N11/ 0.00 / N10/ 0.00 /
N9/ 0.00 / N8/ 0.00 / N7/ 0.00 /
N6/ 0.00 / N5/ 0.00 / N4/ 0.00 /
N3/ 0.00 / N2/ 0.00 / N1/ 0.00 /
Conduit/ Cross Sectional Area
5453/ 0.00 / 5047/ 0.00 / 5114b/ 0.00 /
4342/ 0.00 / 3736/ 0.00 / 3534/ 0.00 /
3422/ 0.00 / 3130/ 0.00 / 3024/ 0.00 /
3036/ 0.16 / 2827/ 0.00 / 2726/ 0.00 /
2629/ 0.00 / 2930/ 0.00 / 2725/ 0.00 /
2524/ 0.00 / 2422/ 0.00 / L575/ 0.00 /
2117/ 0.00 / 1714B/ 0.00 / 1716/ 0.00 /
1615/ 0.00 / 1614A/ 0.01 / 4514B/ 0.00 /
4515/ 0.00 / 1502/ 0.00 / 14A13/ 0.01 /
1312/ 0.00 / 1211/ 0.00 / 1103/ 0.00 /
0912/ 0.00 / 0908/ 0.00 / 0811/ 0.00 /
0804/ 0.00 / 0201/ 0.01 / 5248/ 0.00 /
4845/ 0.00 / 4250/ 0.00 / 5338/ 0.01 /
3851/ 0.00 / 4746o/ 0.00 / 4746u/ 0.00 /
4645o/ 0.00 / 4645u/ 0.00 / 3836o/ 0.16 /
3635o/ 0.00 / 2217o/ 0.00 / 2217u/ 0.00 /
2019o/ 0.00 / 2019u/ 0.00 / 1918o/ 0.00 /
1918u/ 0.00 / 1817o/ 0.00 / 1817u/ 0.00 /
1009o/ 0.00 / 1009u/ 0.00 / 0706o/ 0.00 /
0706u/ 0.00 / 0604o/ 0.00 / 0604u/ 0.00 /
0504o/ 0.00 / 0504u/ 0.00 / 0403o/ 0.00 /
0403u/ 0.00 / 0302o/ 0.00 / 0302u/ 0.01 /
14a14bo/ 0.00 / 14a14bu/ 0.00 /
Conduit/ Final Volume
5453/ 0.08 / 5047/ 0.08 / 5114b/ 0.02 /
4342/ 0.05 / 3736/ 0.01 / 3534/ 0.00 /
3422/ 0.00 / 3130/ 0.04 / 3024/ 0.05 /
3036/ 2.86 / 2827/ 0.01 / 2726/ 0.03 /
2629/ 0.16 / 2930/ 0.08 / 2725/ 0.00 /
2524/ 0.01 / 2422/ 0.06 / L575/ 0.01 /
2117/ 0.01 / 1714B/ 0.00 / 1716/ 0.06 /
1615/ 0.10 / 1614A/ 0.06 / 4514B/ 0.00 /
4515/ 0.04 / 1502/ 0.38 / 14A13/ 0.07 /
1312/ 0.00 / 1211/ 0.03 / 1103/ 0.16 /
0912/ 0.00 / 0908/ 0.01 / 0811/ 0.00 /
0804/ 0.01 / 0201/ 0.12 / 5248/ 0.06 /
4845/ 0.09 / 4250/ 0.07 / 5338/ 0.41 /
3851/ 0.00 / 4746o/ 0.00 / 4746u/ 0.01 /
4645o/ 0.00 / 4645u/ 0.01 / 3836o/ 6.36 /
3635o/ 0.00 / 2217o/ 0.00 / 2217u/ 0.08 /
2019o/ 0.00 / 2019u/ 0.01 / 1918o/ 0.00 /
1918u/ 0.08 / 1817o/ 0.00 / 1817u/ 0.03 /
1009o/ 0.00 / 1009u/ 0.00 / 0706o/ 0.00 /
0706u/ 0.00 / 0604o/ 0.00 / 0604u/ 0.01 /
0504o/ 0.00 / 0504u/ 0.01 / 0403o/ 0.00 /
0403u/ 0.01 / 0302o/ 0.00 / 0302u/ 0.28 /
14a14bo/ 0.00 / 14a14bu/ 0.04 /
Conduit/ Hydraulic Radius
5453/ 0.00 / 5047/ 0.00 / 5114b/ 0.00 /
4342/ 0.00 / 3736/ 0.00 / 3534/ 0.00 /
3422/ 0.00 / 3130/ 0.00 / 3024/ 0.01 /
3036/ 0.02 / 2827/ 0.00 / 2726/ 0.01 /
2629/ 0.00 / 2930/ 0.00 / 2725/ 0.00 /
2524/ 0.00 / 2422/ 0.01 / L575/ 0.00 /
2117/ 0.00 / 1714B/ 0.00 / 1716/ 0.01 /
1615/ 0.01 / 1614A/ 0.02 / 4514B/ 0.00 /
4515/ 0.01 / 1502/ 0.01 / 14A13/ 0.01 /
1312/ 0.00 / 1211/ 0.00 / 1103/ 0.00 /
0912/ 0.00 / 0908/ 0.00 / 0811/ 0.00 /
0804/ 0.00 / 0201/ 0.01 / 5248/ 0.00 /
4845/ 0.00 / 4250/ 0.00 / 5338/ 0.00 /
3851/ 0.00 / 4746o/ 0.00 / 4746u/ 0.00 /
4645o/ 0.00 / 4645u/ 0.00 / 3836o/ 0.02 /
3635o/ 0.00 / 2217o/ 0.00 / 2217u/ 0.01 /
2019o/ 0.00 / 2019u/ 0.00 / 1918o/ 0.00 /
1918u/ 0.00 / 1817o/ 0.00 / 1817u/ 0.01 /
1009o/ 0.00 / 1009u/ 0.00 / 0706o/ 0.00 /
0706u/ 0.00 / 0604o/ 0.00 / 0604u/ 0.00 /
0504o/ 0.00 / 0504u/ 0.00 / 0403o/ 0.00 /
0403u/ 0.00 / 0302o/ 0.00 / 0302u/ 0.01 /
14a14bo/ 0.00 / 14a14bu/ 0.01 /
Conduit/ Upstream/ Downstream Elevation
5453/ 8.90/ 7.00 5047/ 5.70/ 4.60 5114b/ 4.80/ 3.00/
4342/ 9.20/ 7.30 3736/ 7.00/ 5.52 3534/ 4.20/ 4.10/
3422/ 4.10/ 3.40 3130/ 7.50/ 5.70 3024/ 4.21/ 2.86/
3036/ 5.62/ 5.62 2827/ 8.30/ 6.70 2726/ 6.51/ 6.51/
2629/ 6.51/ 6.40 2930/ 6.40/ 5.62 2725/ 5.35/ 4.87/
2524/ 4.87/ 2.86 2422/ 2.60/ 1.87 L575/ 4.70/ 3.40/
2117/ 3.00/ 2.95 1714B/ 1.80/ 1.80 1716/ 1.76/ 1.35/
1615/ 1.35/ 1.23 1614A/ 1.65/ 1.65 4514B/ 1.80/ 1.80/
4515/ 2.50/ 1.23 1502/ 1.23/ 1.06 14A13/ 1.86/ 1.65/
1312/ 1.86/ 1.68 1211/ 1.68/ 1.35 1103/ 1.35/ 1.10/
0912/ 1.68/ 1.68 0908/ 2.50/ 2.00 0811/ 1.35/ 1.35/
0804/ 2.00/ 1.70 0201/ 1.06/ 0.93 5248/ 7.00/ 4.80/
4845/ 4.60/ 3.50 4250/ 7.30/ 5.70 5338/ 8.50/ 6.00/
3851/ 6.00/ 4.80 4746o/ 3.00/ 3.00 4746u/ 3.60/ 3.00/
4645o/ 2.50/ 2.50 4645u/ 3.00/ 2.50 3836o/ 6.00/ 5.62/
3635o/ 4.20/ 4.20 2217o/ 1.76/ 1.76 2217u/ 1.87/ 1.76/
2019o/ 4.50/ 4.50 2019u/ 6.00/ 4.50 1918o/ 1.91/ 1.91/
1918u/ 4.50/ 1.91 1817o/ 1.76/ 1.76 1817u/ 1.91/ 1.76/
1009o/ 2.50/ 2.50 1009u/ 3.60/ 2.50 0706o/ 3.50/ 3.50/
0706u/ 4.00/ 3.50 0604o/ 1.70/ 1.70 0604u/ 3.50/ 1.70/
0504o/ 1.70/ 1.70 0504u/ 3.30/ 1.70 0403o/ 1.10/ 1.10/
0403u/ 1.70/ 1.10 0302o/ 1.06/ 1.06 0302u/ 1.10/ 1.06/
14a14bo/ 1.65/ 1.65 14a14bu/ 1.80/ 1.65
*=========================================================*
| Table E7 - Iteration Summary |
*=========================================================*
Total number of time steps simulated............ 4320
Total number of passes in the simulation........ 6625
Total number of time steps during simulation.... 5133
Ratio of actual # of time steps / NTCYC......... 1.188
Average number of iterations per time step...... 1.291
Average time step size(seconds)................ 4.208
Smallest time step size(seconds)................ 0.500
Largest time step size(seconds)................ 5.000
Average minimum Conduit Courant time step (sec). 4.754
Average minimum implicit time step (sec)........ 1.400
Average minimum junction time step (sec)........ 1.400
Average Courant Factor Tf....................... 1.400
Number of times omega reduced................... 22
*=========================================================*
| Table E8 - Junction Time Step Limitation Summary |
*=========================================================*
| Not Convr = Number of times this junction did not |
| converge during the simulation. |
| Avg Convr = Average junction iterations. |
| Conv err = Mean convergence error. |
| Omega Cng = Change of omega during iterations |
| Max Itern = Maximum number of iterations |
*=========================================================*
Junction Not Convr Avg Convr Total Itt Omega Cng Max Itern Ittrn >10 Ittrn >25 Ittrn >40
-------------- --------- --------- --------- -------- --------- --------- --------- ---------
N54 0 1.03 5295 0 3 0 0 0
N53 0 1.05 5379 0 5 0 0 0
N52 0 1.11 5716 0 7 0 0 0
N38 0 1.06 5458 0 11 1 0 0
N51 0 1.04 5323 1 32 1 1 0
N48 0 1.12 5725 1 20 1 0 0
N50 0 1.21 6223 1 22 1 0 0
N47 0 1.19 6100 0 7 0 0 0
N46 0 1.19 6107 0 6 0 0 0
N45 0 1.40 7208 2 19 3 0 0
N43 0 1.04 5320 0 3 0 0 0
N42 0 1.15 5900 0 7 0 0 0
N37 0 1.06 5459 0 5 0 0 0
N36 0 1.18 6048 0 10 1 0 0
N35 0 1.02 5224 1 16 1 0 0
N34 0 1.02 5239 0 6 0 0 0
N31 0 1.13 5820 0 9 0 0 0
N30 0 1.38 7105 0 15 3 0 0
N29 0 1.26 6462 0 6 0 0 0
N28 0 1.11 5676 1 7 0 0 0
N27 0 1.33 6824 2 29 2 1 0
N26 0 1.15 5895 0 10 1 0 0
N25 0 1.26 6456 0 9 0 0 0
N24 0 1.38 7060 0 6 0 0 0
N23 0 1.22 6278 0 7 0 0 0
N22 0 1.29 6615 0 6 0 0 0
N21 0 1.20 6156 0 16 1 0 0
N20 0 1.16 5962 0 13 1 0 0
N19 0 1.35 6954 1 7 0 0 0
N18 0 1.39 7144 0 7 0 0 0
N17 0 1.59 8146 0 6 0 0 0
N16 0 1.52 7815 1 14 4 0 0
N15 0 1.34 6877 0 7 0 0 0
N14B 0 1.39 7125 1 16 2 0 0
N14A 0 1.48 7583 2 15 4 0 0
N13 0 1.38 7078 0 6 0 0 0
N12 0 1.32 6771 0 7 0 0 0
N11 0 1.40 7162 0 11 1 0 0
N10 0 1.09 5600 0 5 0 0 0
N9 0 1.19 6106 0 7 0 0 0
N8 0 1.20 6179 0 5 0 0 0
N7 0 1.10 5642 1 13 1 0 0
N6 0 1.37 7056 3 17 2 0 0
N5 0 1.09 5604 0 5 0 0 0
N4 0 1.39 7114 0 7 0 0 0
N3 0 1.63 8377 0 7 0 0 0
N2 0 1.57 8056 0 7 0 0 0
N1 0 1.50 7715 4 8 0 0 0
Total number of iterations for all junctions.. 308137
Minimum number of possible iterations......... 246384
Efficiency of the simulation.................. 1.25
Good Efficiency
*==========================================================*
| Extran Efficiency is an indicator of the efficiency of |
| the simulation. Ideal efficiency is one iteration per |
| time step. Altering the underrelaxation parameter, |
| lowering the time step, increasing the flow and head |
| tolerance are good ways of improving the efficiency, |
| another is lowering the internal time step. The lower the|
| efficiency generally the faster your model will run. |
| If your efficiency is less than 1.5 then you may try |
| increasing your time step so that your overall simulation|
| is faster. Ideal efficiency would be around 2.0 |
| |
| Good Efficiency < 1.5 mean iterations |
| Excellent Efficiency < 2.5 and > 1.5 mean iterations |
| Good Efficiency < 4.0 and > 2.5 mean iterations |
| Fair Efficiency < 7.5 and > 4.0 mean iterations |
| Poor Efficiency > 7.5 mean iterations |
*==========================================================*
*======================================================*
| Table E9 - JUNCTION SUMMARY STATISTICS |
| The Maximum area is only the area of the node, it |
| does not include the area of the surrounding conduits|
*======================================================*
Uppermost Maximum Time Meters of Maximum Maximum Maximum Maximum
Ground PipeCrown Junction of Surcharge Freeboard Junction Gutter Gutter Gutter
Junction Elevation Elevation Elevation Occurence at Max of node Area Depth Width Velocity
Name meters meters meters Hr. Min. Elevation meters m^2 meters meters m/s
--------------- --------- -------- -------- --------- --------- -------- -------- --------- --------- ---------
N54 10.0000 9.1000 8.9188 0 15 0.0000 1.0812 1.0000 0.0000 0.0000 0.0000
N53 10.0000 8.7000 8.5192 0 15 0.0000 1.4808 1.0000 0.0000 0.0000 0.0000
N52 10.0000 7.2000 7.0237 0 19 0.0000 2.9763 1.0000 0.0000 0.0000 0.0000
N38 10.0000 6.4000 6.0604 0 24 0.0000 3.9396 1.0000 0.0000 0.0000 0.0000
N51 10.0000 5.0000 4.8181 0 4 0.0000 5.1819 1.0000 0.0000 0.0000 0.0000
N48 10.0000 5.0000 4.6340 0 16 0.0000 5.3660 1.0000 0.0000 0.0000 0.0000
N50 10.0000 5.9000 5.7382 0 18 0.0000 4.2618 1.0000 0.0000 0.0000 0.0000
N47 10.0000 5.0000 4.6444 0 19 0.0000 5.3556 1.0000 0.0000 0.0000 0.0000
N46 10.0000 4.4000 4.0504 0 20 0.0000 5.9496 1.0000 0.0000 0.0000 0.0000
N45 10.0000 3.9500 3.5873 0 17 0.0000 6.4127 1.0000 0.0000 0.0000 0.0000
N43 10.0000 9.4000 9.2180 0 15 0.0000 0.7820 1.0000 0.0000 0.0000 0.0000
N42 10.0000 7.5000 7.3222 0 16 0.0000 2.6778 1.0000 0.0000 0.0000 0.0000
N37 10.0000 7.4000 7.0559 0 15 0.0000 2.9441 1.0000 0.0000 0.0000 0.0000
N36 10.0000 6.1700 5.7465 0 18 0.0000 4.2535 1.0000 0.0000 0.0000 0.0000
N35 10.0000 5.6000 4.2159 0 15 0.0000 5.7841 1.0000 0.0000 0.0000 0.0000
N34 10.0000 4.5000 4.1203 0 15 0.0000 5.8797 1.0000 0.0000 0.0000 0.0000
N31 10.0000 7.8000 7.5189 0 15 0.0000 2.4811 1.0000 0.0000 0.0000 0.0000
N30 10.0000 6.0200 5.7431 0 19 0.0000 4.2569 1.0000 0.0000 0.0000 0.0000
N29 10.0000 6.8000 6.5010 0 15 0.0000 3.4990 1.0000 0.0000 0.0000 0.0000
N28 10.0000 8.7000 8.3679 0 15 0.0000 1.6321 1.0000 0.0000 0.0000 0.0000
N27 10.0000 7.1000 6.7264 0 10 0.0000 3.2736 1.0000 0.0000 0.0000 0.0000
N26 10.0000 6.9000 6.6305 0 16 0.0000 3.3695 1.0000 0.0000 0.0000 0.0000
N25 10.0000 5.2450 5.5728 0 15 0.3278 4.4272 1.0000 0.0000 0.0000 0.0000
N24 10.0000 3.3100 3.8589 0 15 0.5489 6.1411 1.0000 0.0000 0.0000 0.0000
N23 10.0000 5.0000 4.8107 0 15 0.0000 5.1893 1.0000 0.0000 0.0000 0.0000
N22 10.0000 3.9000 3.2319 0 15 0.0000 6.7681 1.0000 0.0000 0.0000 0.0000
N21 10.0000 3.5000 3.0390 0 15 0.0000 6.9610 1.0000 0.0000 0.0000 0.0000
N20 10.0000 7.3000 6.3086 0 15 0.0000 3.6914 1.0000 0.0000 0.0000 0.0000
N19 10.0000 6.4000 4.9021 0 15 0.0000 5.0979 1.0000 0.0000 0.0000 0.0000
N18 10.0000 3.5000 3.1137 0 16 0.0000 6.8863 1.0000 0.0000 0.0000 0.0000
N17 10.0000 3.4500 2.7897 0 15 0.0000 7.2103 1.0000 0.0000 0.0000 0.0000
N16 10.0000 2.4000 2.8204 0 15 0.4204 7.1796 1.0000 0.0000 0.0000 0.0000
N15 10.0000 2.0350 2.2068 0 15 0.1718 7.7932 1.0000 0.0000 0.0000 0.0000
N14B 10.0000 3.4900 2.9743 0 20 0.0000 7.0257 1.0000 0.0000 0.0000 0.0000
N14A 10.0000 3.3000 2.5066 0 16 0.0000 7.4934 1.0000 0.0000 0.0000 0.0000
N13 10.0000 3.5600 2.3953 0 16 0.0000 7.6047 1.0000 0.0000 0.0000 0.0000
N12 10.0000 3.3800 2.2211 0 17 0.0000 7.7789 1.0000 0.0000 0.0000 0.0000
N11 10.0000 3.3400 1.9560 0 19 0.0000 8.0440 1.0000 0.0000 0.0000 0.0000
N10 10.0000 4.9000 3.9062 0 15 0.0000 6.0938 1.0000 0.0000 0.0000 0.0000
N9 10.0000 3.9000 3.3996 0 15 0.0000 6.6004 1.0000 0.0000 0.0000 0.0000
N8 10.0000 3.4000 2.9908 0 15 0.0000 7.0092 1.0000 0.0000 0.0000 0.0000
N7 10.0000 5.3000 5.0135 0 15 0.0000 4.9865 1.0000 0.0000 0.0000 0.0000
N6 10.0000 4.8000 4.5278 0 15 0.0000 5.4722 1.0000 0.0000 0.0000 0.0000
N5 10.0000 4.6000 3.8614 0 15 0.0000 6.1386 1.0000 0.0000 0.0000 0.0000
N4 10.0000 3.2000 2.4571 0 15 0.0000 7.5429 1.0000 0.0000 0.0000 0.0000
N3 10.0000 3.1000 1.6912 0 16 0.0000 8.3088 1.0000 0.0000 0.0000 0.0000
N2 10.0000 3.0500 1.6488 0 16 0.0000 8.3512 1.0000 0.0000 0.0000 0.0000
N1 10.0000 2.9300 1.5288 0 16 0.0000 8.4712 1.0000 0.0000 0.0000 0.0000
*======================================================*
| Table E10 - CONDUIT SUMMARY STATISTICS |
| Note: The peak flow may be less than the design flow |
| and the conduit may still surcharge because of the |
| downstream boundary conditions. |
| |
| * denotes an open conduit that has been overtopped |
| this is a potential source of severe errors |
*======================================================*
Conduit Maximum Maximum Time Maximum Time Ratio of Maximum Depth Ratio
Design Design Vertical Computed of Computed of Max. to at Pipe Ends d/D
Conduit Flow Velocity Depth Flow Occurence Velocity Occurence Design Upstream Dwnstrm US DS
Name (cms) (m/s) (mm) (cms) Hr. Min. (m/s) Hr. Min. Flow (m) (m)
--------------- ------- -------- -------- ------- ----------- ------- ---------- ------- -------- -------- ----- -----
5453 8.2971 1.2441 200.0000 0.0634 0 15 0.1541 0 15 0.0076 8.9188 7.0237 .0940 .1183
5047 2.8812 1.4600 200.0000 0.1847 0 18 0.4836 0 16 0.0641 5.7382 4.6444 .1908 .2222
5114b 3.5733 1.8108 200.0000 0.0546 0 4 0.3440 0 4 0.0153 4.8180 3.0145 .0898 .0725
4342 10.3858 1.3631 200.0000 0.0677 0 15 0.1539 0 15 0.0065 9.2180 7.3222 .0902 .1112
3736 14.9983 3.6090 400.0000 0.0829 0 15 0.7332 0 11 0.0055 7.0559 5.7431 .1396 .5578
3534 5.8173 1.4765 400.0000 0.0282 0 15 0.1664 0 12 0.0048 4.2159 4.1203 .0398 .0507
3422 6.0122 1.5213 400.0000 0.0231 0 15 0.1705 0 15 0.0038 4.1203 3.4060 .0507 .0149
3130 13.5508 2.2744 300.0000 0.1355 0 15 0.3638 0 15 0.0100 7.5189 5.7431 .0629 .1437
3024 0.4621 2.9058 450.0000 0.4462 0 21 2.9237 0 22 0.9654 5.7431 3.8589 3.429 2.219
3036 6.7857 1.4251 400.0000 -0.1353 0 26 -0.1837 0 26 -0.0199 5.7431 5.7465 .3078 .5663
2827 15.5945 3.7524 400.0000 0.1417 0 15 0.9250 0 15 0.0091 8.3679 6.7673 .1696 .1682
2726 18.5574 3.1124 300.0000 0.1550 0 15 0.3432 0 10 0.0084 6.7169 6.6305 .0562 .4351
2629 2.4524 0.5150 400.0000 0.1103 0 16 0.2336 0 16 0.0450 6.6305 6.5010 .3263 .2525
2930 11.6053 2.4373 400.0000 0.3010 0 15 0.8567 0 15 0.0259 6.5010 5.7431 .2525 .3078
2725 0.2218 2.0080 375.0000 0.2599 0 10 2.3445 0 10 1.1721 6.7169 5.5728 3.644 1.874
2524 0.2779 2.5163 375.0000 0.2548 0 11 2.4554 0 10 0.9168 5.5728 3.8589 1.874 2.663
2422 0.8401 2.9711 600.0000 0.6525 0 11 2.2998 0 11 0.7768 3.8589 3.2319 2.114 2.286
L575 4.4056 1.1111 300.0000 0.2140 0 15 0.4410 0 15 0.0486 4.8107 3.4823 .3688 .2743
2117 10.3655 2.0976 500.0000 0.1275 0 15 0.3973 0 15 0.0123 3.0390 2.9751 .0780 .0503
1714B 8.1188 0.9553 500.0000 -0.1527 0 20 -0.2594 0 20 -0.0188 2.9332 2.9743 .1664 .3486
1716 3.1532 3.6415 1050.000 1.7986 0 15 2.1824 0 12 0.5704 2.7897 2.8204 .9902 1.400
1615 0.7725 1.7486 750.0000 1.1081 0 16 2.4973 0 16 1.4344 2.8204 2.2068 1.973 1.329
1614A 0.7872 1.7819 750.0000 0.6911 0 15 1.5383 0 15 0.8779 2.8204 2.5066 1.560 1.208
4514B 28.0567 3.5017 450.0000 0.2637 0 17 0.9911 0 15 0.0094 3.5873 2.9743 .1941 .2762
4515 0.1942 2.7467 300.0000 0.1805 0 36 2.5276 0 36 0.9295 3.5873 2.2068 3.624 3.322
1502 0.6052 1.1322 825.0000 1.2722 0 16 2.5919 0 16 2.1020 2.2068 1.6488 1.208 .7259
14A13 16.6072 0.8411 1700.000 -0.8068 0 16 -0.3875 0 15 -0.0486 2.5066 2.3953 .3803 .4678
1312 15.7543 0.6101 1400.000 0.8030 0 16 0.3678 0 16 0.0510 2.3953 2.2211 .3824 .3865
1211 22.0747 0.6694 1700.000 0.7776 0 17 0.2693 0 15 0.0352 2.2211 1.9560 .3183 .3623
1103 34.9730 0.7240 2000.000 0.8825 0 19 0.3665 0 21 0.0252 1.9560 1.6912 .3080 .2956
0912 7.4604 1.8954 400.0000 0.0000 0 0 0.0000 0 0 0.0000 3.3997 2.2211 .0000 .0000
0908 0.1628 1.4741 375.0000 0.1248 0 15 1.1202 0 15 0.7667 3.3996 2.9904 2.398 2.641
0811 6.0914 1.5476 400.0000 0.0000 0 0 0.0000 0 0 0.0000 1.9560 1.9560 .0000 .0000
0804 0.2208 1.3886 450.0000 0.2359 0 15 1.4745 0 15 1.0683 2.9908 2.4570 2.201 1.682
0201 142.3584 2.9703 2000.000 3.0091 0 16 1.3668 0 18 0.0211 1.6488 1.5288 .2994 .2994
5248 8.1651 1.4277 200.0000 0.0904 0 18 0.2388 0 18 0.0111 7.0237 4.8178 .1183 .0891
4845 2.5500 1.2922 200.0000 0.1349 0 16 0.2960 0 10 0.0529 4.6340 3.5873 .1700 .4367
4250 11.5986 1.2184 200.0000 0.1364 0 16 0.1403 0 15 0.0118 7.3222 5.7382 .1112 .1908
5338 8.7547 1.3127 200.0000 0.0708 0 15 0.1174 0 0 0.0081 8.5192 6.0604 .0958 .3021
3851 5.0145 1.3130 200.0000 0.0000 0 0 0.0000 0 0 0.0000 6.0604 4.8181 .0000 .0000
4746o 17.3588 2.8540 400.0000 0.0417 0 19 0.5581 0 18 0.0024 4.6444 4.0504 .1111 .1259
4746u 0.1498 2.1194 300.0000 0.1014 0 14 1.4130 0 14 0.6769 4.6444 4.0504 3.481 3.501
4645o 15.8729 2.3953 400.0000 0.0458 0 20 0.2815 0 20 0.0029 4.0504 3.5873 .1259 .2183
4645u 0.1105 1.5637 300.0000 0.0981 0 20 1.3662 0 20 0.8879 4.0504 3.5873 3.501 3.624
3836o 9.9729 2.0945 400.0000 0.0662 0 24 0.1163 0 28 0.0066 6.0604 5.7465 .1511 .5663
3635o 35.6736 2.3986 400.0000 0.0000 0 0 0.0000 0 0 0.0000 4.2159 4.2159 .0000 .0000
2217o 14.0423 1.9555 500.0000 0.0000 0 0 0.0000 0 0 0.0000 2.7897 2.7897 .0000 .0000
2217u 0.6241 1.4127 750.0000 0.9255 0 15 2.2126 0 11 1.4828 3.2318 2.7897 1.829 1.386
2019o 11.6942 3.9374 300.0000 0.0000 0 0 0.0000 0 0 0.0000 4.9021 4.9021 .0000 .0000
2019u 0.6375 4.0085 450.0000 0.3008 0 15 2.4429 0 18 0.4718 6.3085 4.9021 .6857 .8936
1918o 18.5045 2.3357 400.0000 0.0000 0 0 0.0000 0 0 0.0000 4.9021 3.1137 .0000 .0000
1918u 0.9440 3.3387 600.0000 0.5753 0 15 2.4216 0 15 0.6094 4.9021 3.1137 .6701 2.022
1817o 9.1593 1.0777 500.0000 0.1318 0 16 0.3902 0 16 0.0144 3.1137 3.0287 .2274 .1573
1817u 0.5070 1.7932 600.0000 0.6125 0 13 2.1575 0 13 1.2081 3.1137 2.7897 2.022 1.732
1009o 8.3091 2.4754 300.0000 0.0000 0 0 0.0000 0 0 0.0000 3.3997 3.3997 .0000 .0000
1009u 0.2415 2.1864 375.0000 0.1222 0 15 1.6179 0 11 0.5062 3.9061 3.3997 .8164 2.399
0706o 7.2322 2.6074 300.0000 0.0243 0 15 0.2720 0 12 0.0034 5.0135 4.5278 .0449 .0928
0706u 0.1248 1.7661 300.0000 0.0881 0 12 1.2277 0 12 0.7056 5.0135 4.5278 3.378 3.426
0604o 9.6606 3.5612 300.0000 0.1084 0 15 0.6928 0 15 0.0112 4.5278 2.8272 .0927 .0905
0604u 0.3116 2.8210 375.0000 0.3097 0 18 2.7854 0 18 0.9942 4.5278 2.4570 2.740 2.018
0504o 8.6316 2.5756 300.0000 0.0000 0 0 0.0000 0 0 0.0000 2.4570 2.4570 .0000 .0000
0504u 0.1541 2.1802 300.0000 0.1190 0 15 1.6709 0 15 0.7721 3.8614 2.4570 1.871 2.523
0403o 9.0589 2.2976 400.0000 0.0000 0 0 0.0000 0 0 0.0000 1.6912 1.6912 .0000 .0000
0403u 1.9283 4.3647 750.0000 0.9881 0 15 2.4223 0 15 0.5124 2.4571 1.6912 1.009 .7882
0302o 2.9365 0.4429 300.0000 0.0000 0 0 0.0000 0 0 0.0000 1.6488 1.6488 .0000 .0000
0302u 3.2556 3.6173 600.0000 0.5514 0 16 0.6183 0 16 0.1694 1.6912 1.6488 .9853 .9981
14a14bo 75.9084 3.3944 500.0000 0.0000 0 0 0.0000 0 0 0.0000 2.9600 2.5066 .0000 .0000
14a14bu 0.1368 1.9347 300.0000 0.1463 0 30 2.0484 0 30 1.0700 2.9743 2.5066 3.914 3.021
FREE # 1 Undefnd Undefnd Undefn 3.0091 0 16
*==================================================*
| Table E11. Area assumptions used in the analysis|
| Subcritical and Critical flow assumptions from |
| Subroutine Head. See manual for more information.|
*==================================================*
Duration Duration Durat. of Durat. of
of of Sub- Upstream Downstream Maximum Maximum Maximum
Conduit Dry Critical Critical Critical Hydraulic X-Sect Vel*D
Name Flow(min) Flow(min) Flow(min) Flow(min) Radius-m Area(m^2) (m^2/s)
--------------- ---------- ---------- --------- --------- --------- --------- --------
5453 0.1667 359.8333 0.0000 0.0000 0.0121 0.4215 0.0032
5047 3.5278 10.3889 0.0000 346.0833 0.0406 0.4018 0.0190
5114b 4.5417 0.0000 0.0000 355.4583 0.0163 0.1600 0.0055
4342 0.1667 359.8333 0.0000 0.0000 0.0111 0.4425 0.0031
3736 0.1667 17.0667 0.0000 342.7667 0.0624 0.7260 0.0372
3534 4.0278 355.9722 0.0000 0.0000 0.0177 0.1743 0.0029
3422 4.0278 0.0000 0.0000 355.9722 0.0138 0.1356 0.0022
3130 0.1667 11.4444 0.0000 348.3889 0.0259 0.5142 0.0068
3024 0.1667 11.3958 0.0000 348.4375 0.1302 0.1639 3.0281
3036 8.2083 12.3611 339.4306 0.0000 0.0917 1.1141 0.0249
2827 0.1667 0.0000 0.0000 359.8333 0.0333 0.1533 0.0625
2726 352.9444 7.0556 0.0000 0.0000 0.0657 1.3158 0.0085
2629 0.2500 359.7500 0.0000 0.0000 0.0602 0.4733 0.0270
2930 0.2500 11.8611 0.0000 347.8889 0.0532 0.3905 0.0867
2725 0.1667 359.8333 0.0000 0.0000 0.1045 0.1139 2.1003
2524 0.1667 18.4167 0.0000 341.4167 0.1119 0.1149 1.7308
2422 0.1667 359.8333 0.0000 0.0000 0.1699 0.2906 2.8380
L575 0.1667 0.0000 0.0000 359.8333 0.0489 0.4852 0.0425
2117 2.5417 0.0000 0.0000 357.4583 0.0325 0.3212 0.0127
1714B 343.0833 0.0000 16.9167 0.0000 0.0581 0.5886 0.0334
1716 0.1667 356.8333 0.0000 3.0000 0.2938 0.8653 2.6087
1615 0.1667 359.8333 0.0000 0.0000 0.2278 0.4522 3.0922
1614A 4.3333 36.8750 318.7917 0.0000 0.2281 0.4610 1.5970
4514B 333.4583 13.2361 0.0000 13.3056 0.0520 0.3767 0.0851
4515 0.1667 359.8333 0.0000 0.0000 0.0839 0.0728 2.3326
1502 0.1667 359.8333 0.0000 0.0000 0.2323 0.4928 2.0652
14A13 124.5000 235.5000 0.0000 0.0000 0.3094 2.0848 0.2790
1312 124.6250 235.3750 0.0000 0.0000 0.2606 2.1900 0.1971
1211 6.1250 353.8750 0.0000 0.0000 0.2359 3.2410 0.1422
1103 0.1667 359.8333 0.0000 0.0000 0.3462 2.4850 0.2117
0912 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
0908 0.1667 359.8333 0.0000 0.0000 0.1049 0.1137 1.0287
0811 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
0804 0.1667 359.8333 0.0000 0.0000 0.1324 0.1658 1.2878
0201 0.1667 359.8333 0.0000 0.0000 0.3526 2.2040 0.8176
5248 0.1667 0.0000 0.0000 359.8333 0.0127 0.3792 0.0049
4845 4.1389 26.3750 0.0000 329.4861 0.0571 0.5684 0.0144
4250 0.2500 356.4722 0.0000 3.2778 0.0202 1.0092 0.0041
5338 0.1667 356.3889 0.0000 3.4444 0.0274 0.9547 0.0029
3851 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
4746o 348.6389 10.8889 0.0000 0.4722 0.0231 0.0768 0.0258
4746u 0.1667 359.8333 0.0000 0.0000 0.0839 0.0729 1.4710
4645o 347.5833 12.4167 0.0000 0.0000 0.0328 0.1638 0.0192
4645u 0.1667 359.8333 0.0000 0.0000 0.0839 0.0729 1.4594
3836o 3.6389 356.3611 0.0000 0.0000 0.0672 0.7829 0.0140
3635o 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
2217o 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
2217u 0.1667 359.8333 0.0000 0.0000 0.2140 0.4523 2.4845
2019o 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
2019u 0.1667 359.8333 0.0000 0.0000 0.1336 0.1313 0.8135
1918o 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
1918u 0.1667 359.8333 0.0000 0.0000 0.1637 0.2388 1.9407
1817o 355.1111 0.0000 0.0000 4.8889 0.0482 0.3389 0.0374
1817u 0.1667 359.8333 0.0000 0.0000 0.1825 0.2937 2.2105
1009o 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
1009u 0.1667 359.8333 0.0000 0.0000 0.1049 0.1032 0.7112
0706o 354.8333 5.1111 0.0000 0.0556 0.0180 0.1097 0.0045
0706u 0.1667 359.8333 0.0000 0.0000 0.0888 0.0727 1.2388
0604o 353.2431 0.0000 0.0000 6.7569 0.0246 0.1565 0.0190
0604u 0.1667 359.8333 0.0000 0.0000 0.1049 0.1135 2.3723
0504o 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
0504u 0.1667 359.8333 0.0000 0.0000 0.0839 0.0728 1.0983
0403o 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
0403u 0.1667 359.8333 0.0000 0.0000 0.2280 0.4084 1.6141
0302o 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
0302u 0.1667 359.8333 0.0000 0.0000 0.3108 0.8919 0.3678
14a14bo 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
14a14bu 4.5417 355.4583 0.0000 0.0000 0.0843 0.0727 1.8221
*===========================================*
| Table E12. Mean Conduit Flow Information |
*===========================================*
Mean Total Mean Low Mean Mean Mean Mean
Conduit Flow Flow Percent Flow Froude Hydraulic Cross Conduit
Name (cms) (m^3) Change Weightng Number Radius Area Roughness
--------------- -------- -------- -------- -------- ------ -------- ------ ---------
5453 0.0031 67.3209 0.0002 0.9988 0.1520 0.0029 0.0755 2.9586
5047 0.0119 257.4006 0.0007 0.9813 1.0973 0.0073 0.0717 0.0350
5114b 0.0023 50.1410 0.0003 0.9760 1.0567 0.0022 0.0221 0.0350
4342 0.0030 65.2962 0.0002 0.9988 0.1809 0.0023 0.0668 2.9586
3736 0.0031 67.5181 0.0003 0.9988 1.0760 0.0087 0.0697 1.3149
3534 0.0010 20.6830 0.0001 0.9788 0.1641 0.0023 0.0222 0.0350
3422 0.0010 20.6266 0.0001 0.9786 0.4835 0.0019 0.0183 0.0450
3130 0.0045 96.3177 0.0004 0.9988 1.0045 0.0030 0.0591 2.3011
3024 0.0354 764.2932 0.0016 0.9988 1.5715 0.0418 0.0326 0.8547
3036 -0.0115 -247.7039 0.0012 0.9583 0.0003 0.0379 0.3034 0.0201
2827 0.0054 116.1890 0.0005 0.9988 1.3220 0.0058 0.0171 1.3149
2726 0.0018 37.8841 0.0007 0.0518 0.0154 0.0263 0.0554 0.0200
2629 0.0033 71.2363 0.0003 0.9988 0.1570 0.0131 0.0502 2.3011
2930 0.0121 261.4635 0.0009 0.9988 0.7678 0.0114 0.0495 1.3149
2725 0.0132 284.9145 0.0009 0.9988 1.2579 0.0256 0.0175 0.8547
2524 0.0130 281.2484 0.0009 0.9967 1.8274 0.0239 0.0156 0.0134
2422 0.0486 1050.1391 0.0025 0.9988 0.9126 0.0552 0.0591 0.8547
L575 0.0085 183.5378 0.0007 0.9988 0.6116 0.0089 0.0563 2.9586
2117 0.0047 100.4843 0.0004 0.9879 0.9610 0.0040 0.0394 0.0200
1714B -0.0044 -94.6032 0.0004 0.1231 0.0000 0.0061 0.0506 0.0205
1716 0.1058 2284.5868 0.0063 0.9988 1.0979 0.0761 0.1351 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.