Original source · versioned page text
e2y1p5.out
From the archive XPXtrm.zip, inside Further information re: stormwater modelling - REC17/0011. File date in the archive: 2017-10-09 18:08.
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 205.0000
N53 50.0000 50.0000 0.0000
N52 50.0000 50.0000 0.0000
N38 3.0640 7.6600 10.0000
N51 3.8090 9.5226 45.0000
N48 3.3918 8.4795 40.0000
N50 3.0953 7.7383 60.0000
N47 6.9717 17.4294 0.0000
N46 4.6984 11.7461 1045.0000
N45 1.8158 4.5394 17540.0000
N43 50.0000 50.0000 0.0000
N42 50.0000 50.0000 0.0000
N37 50.0000 50.0000 0.0000
N36 3.0843 7.7107 35.0000
N35 4.4320 11.0800 0.0000
N34 50.0000 50.0000 0.0000
N31 50.0000 50.0000 0.0000
N30 0.4247 1.0617 220.0000
N29 50.0000 50.0000 0.0000
N28 50.0000 50.0000 0.0000
N27 3.2701 8.1754 455.0000
N26 50.0000 50.0000 0.0000
N25 4.1574 10.3936 115.0000
N24 3.0978 7.7445 5.0000
N23 50.0000 50.0000 0.0000
N22 8.4831 21.2078 0.0000
N21 3.0669 7.6672 95.0000
N20 50.0000 50.0000 0.0000
N19 50.0000 50.0000 0.0000
N18 18.6359 46.5899 0.0000
N17 21.8211 50.0000 0.0000
N16 18.2071 45.5177 0.0000
N15 18.9045 47.2612 0.0000
N14B 0.8531 2.1328 1705.0000
N14A 11.9173 29.7932 0.0000
N13 50.0000 50.0000 0.0000
N12 43.6430 50.0000 0.0000
N11 50.0000 50.0000 0.0000
N10 48.5170 50.0000 0.0000
N9 50.0000 50.0000 0.0000
N8 34.4690 50.0000 0.0000
N7 2.1964 5.4909 20.0000
N6 2.6580 6.6450 5.0000
N5 48.0306 50.0000 0.0000
N4 47.8353 50.0000 0.0000
N3 50.0000 50.0000 0.0000
N2 50.0000 50.0000 0.0000
N1 50.0000 50.0000 0.0000
The junction requiring the smallest time step was...N45
*==========================================================*
| 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 9.5833 0.0004 0.0167 Normal Soln
5047 46.8789 46.8789 50.0000 0.0000 0.0067 0.1003 Normal Soln
5114b 50.0000 50.0000 50.0000 0.0000 0.0144 0.0257 Normal Soln
4342 50.0000 50.0000 50.0000 0.0000 -0.0123 0.0117 Normal Soln
3736 42.3150 42.3150 50.0000 0.0000 0.0005 0.0104 Normal Soln
3534 18.5078 18.5078 50.0000 0.0000 0.0051 0.0144 Normal Soln
3422 50.0000 50.0000 50.0000 0.0000 0.0002 0.0072 Normal Soln
3130 50.0000 50.0000 50.0000 0.0000 0.0013 0.0153 Normal Soln
3024 7.9566 7.9566 18.3131 0.0000 -0.0087 2.2971 Normal Soln
3036 16.5615 16.5615 50.0000 0.0000 0.0026 0.0431 Normal Soln
2827 36.3370 36.3370 50.0000 0.0000 0.0008 0.0174 Normal Soln
2726 14.5779 14.5779 50.0000 0.0000 0.0372 0.0040 Normal Soln
2629 50.0000 50.0000 50.0000 0.0000 0.0001 0.0081 Normal Soln
2930 35.4449 35.4449 50.0000 0.0000 0.0011 0.0341 Normal Soln
2725 5.0954 5.0954 12.9821 0.0000 0.0020 3.2487 Normal Soln
2524 17.2523 17.2523 32.7743 0.0000 -0.0023 2.5427 Normal Soln
2422 7.3828 7.3828 17.0012 0.0000 -0.0086 1.9625 Normal Soln
L575 50.0000 50.0000 50.0000 0.0000 0.0011 0.0847 Normal Soln
2117 11.7922 11.7922 29.4779 0.0000 0.0027 0.0693 Normal Soln
1714B 27.7971 27.7971 50.0000 0.0000 -0.0010 0.0243 Normal Soln
1716 5.2815 5.2815 13.9434 0.0000 -0.0112 1.1586 Normal Soln
1615 4.6593 4.6593 11.9957 0.0000 0.0086 2.9500 Normal Soln
1614A 2.3791 2.3791 8.9498 0.7500 0.0100 2.1077 Normal Soln
4514B 15.3079 15.3079 25.4902 0.0000 0.0012 0.0148 Normal Soln
4515 5.6610 5.6610 12.9350 0.0000 0.0033 2.0087 Normal Soln
1502 16.3822 16.3822 36.3876 0.0000 0.0094 4.2283 Normal Soln
14A13 4.6564 4.6564 28.3206 0.0000 0.0055 0.0997 Normal Soln
1312 7.5091 7.5091 41.2892 0.0000 0.0049 0.0986 Normal Soln
1211 22.1577 22.1577 50.0000 0.0000 -0.0038 0.0585 Normal Soln
1103 16.1677 16.1677 50.0000 0.0000 0.0027 0.0415 Normal Soln
0912 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
0908 16.5591 16.5591 50.0000 0.0000 0.0006 1.4346 Normal Soln
0811 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
0804 15.4835 15.4835 50.0000 0.0000 0.0016 1.9195 Normal Soln
0201 3.1114 3.1114 7.4664 314.2500 0.0152 0.0367 Normal Soln
5248 50.0000 50.0000 50.0000 0.0000 0.0008 0.0207 Normal Soln
4845 50.0000 50.0000 50.0000 0.0000 0.0116 0.0922 Normal Soln
4250 50.0000 50.0000 50.0000 0.0000 0.0010 0.0167 Normal Soln
5338 50.0000 50.0000 50.0000 0.0000 0.0002 0.0112 Normal Soln
3851 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
4746o 43.9325 43.9325 50.0000 0.0000 0.0002 0.0005 Normal Soln
4746u 5.4697 5.4697 17.7952 0.0000 -0.0018 1.6049 Normal Soln
4645o 50.0000 50.0000 50.0000 0.0000 -0.0002 0.0012 Normal Soln
4645u 7.1840 7.1840 24.6310 0.0000 0.0032 2.2734 Normal Soln
3836o 39.8360 39.8360 50.0000 0.0000 0.0064 0.0153 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 6.9503 6.9503 16.9060 0.0000 -0.0065 3.4312 Normal Soln
2019o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
2019u 7.5401 7.5401 12.8911 0.0000 0.0015 0.7994 Normal Soln
1918o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
1918u 23.2284 23.2284 50.0000 0.0000 0.0027 1.0702 Normal Soln
1817o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
1817u 4.9127 4.9127 12.3588 0.0000 0.0021 2.3939 Normal Soln
1009o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
1009u 16.5688 16.5688 31.2728 0.0000 0.0006 1.0455 Normal Soln
0706o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
0706u 7.8289 7.8289 25.9996 0.0000 0.0016 1.9175 Normal Soln
0604o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
0604u 10.4585 10.4585 21.4970 0.0000 0.0015 2.4963 Normal Soln
0504o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
0504u 16.6371 16.6371 41.5180 0.0000 -0.0089 1.7353 Normal Soln
0403o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
0403u 4.5379 4.5379 9.3491 0.0000 0.0035 0.9360 Normal Soln
0302o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
0302u 3.5174 3.5174 18.4574 0.0000 0.0028 0.3236 Normal Soln
14a14bo 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
14a14bu 1.8895 1.8895 5.0052 35.4167 -0.0066 2.6760 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/ 0.02 / 1.88/ 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/ 0.02 / 1.36/ N15/ 0.03 / 1.24/
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/ 0.02 / 1.07/ 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/ 0.01 / 5047/ 0.02 / 5114b/ 0.01 /
4342/ 0.01 / 3736/ 0.02 / 3534/ 0.00 /
3422/ 0.00 / 3130/ 0.01 / 3024/ 0.50 /
3036/ 0.00 / 2827/ 0.03 / 2726/ 0.00 /
2629/ 0.03 / 2930/ 0.09 / 2725/ 0.16 /
2524/ 0.20 / 2422/ 0.29 / L575/ 0.01 /
2117/ 0.01 / 1714B/ 0.00 / 1716/ 0.38 /
1615/ 0.21 / 1614A/ 0.00 / 4514B/ 0.00 /
4515/ 0.05 / 1502/ 0.23 / 14A13/ 0.00 /
1312/ 0.00 / 1211/ 0.00 / 1103/ 0.01 /
0912/ 0.00 / 0908/ 0.07 / 0811/ 0.00 /
0804/ 0.07 / 0201/ 0.10 / 5248/ 0.01 /
4845/ 0.01 / 4250/ 0.01 / 5338/ 0.00 /
3851/ 0.00 / 4746o/ 0.00 / 4746u/ 0.18 /
4645o/ 0.00 / 4645u/ 0.12 / 3836o/ 0.00 /
3635o/ 0.00 / 2217o/ 0.00 / 2217u/ 0.24 /
2019o/ 0.00 / 2019u/ 0.32 / 1918o/ 0.00 /
1918u/ 0.22 / 1817o/ 0.00 / 1817u/ 0.17 /
1009o/ 0.00 / 1009u/ 0.11 / 0706o/ 0.00 /
0706u/ 0.07 / 0604o/ 0.00 / 0604u/ 0.24 /
0504o/ 0.00 / 0504u/ 0.05 / 0403o/ 0.00 /
0403u/ 0.30 / 0302o/ 0.00 / 0302u/ 0.01 /
14a14bo/ 0.00 / 14a14bu/ 0.00 /
Conduit/ Width
5453/ 0.43 / 5047/ 0.26 / 5114b/ 0.06 /
4342/ 0.30 / 3736/ 0.02 / 3534/ 0.01 /
3422/ 0.01 / 3130/ 0.07 / 3024/ 0.18 /
3036/ 3.30 / 2827/ 0.03 / 2726/ 8.92 /
2629/ 0.48 / 2930/ 0.22 / 2725/ 0.15 /
2524/ 0.15 / 2422/ 0.24 / L575/ 0.05 /
2117/ 0.04 / 1714B/ 1.65 / 1716/ 0.41 /
1615/ 0.30 / 1614A/ 0.33 / 4514B/ 0.23 /
4515/ 0.15 / 1502/ 0.33 / 14A13/ 0.18 /
1312/ 0.00 / 1211/ 0.04 / 1103/ 0.12 /
0912/ 0.14 / 0908/ 0.15 / 0811/ 0.00 /
0804/ 0.18 / 0201/ 0.32 / 5248/ 0.37 /
4845/ 0.26 / 4250/ 0.41 / 5338/ 2.35 /
3851/ 0.04 / 4746o/ 0.01 / 4746u/ 0.12 /
4645o/ 0.16 / 4645u/ 0.12 / 3836o/ 3.35 /
3635o/ 0.00 / 2217o/ 0.00 / 2217u/ 0.29 /
2019o/ 0.00 / 2019u/ 0.18 / 1918o/ 0.00 /
1918u/ 0.24 / 1817o/ 0.00 / 1817u/ 0.24 /
1009o/ 0.00 / 1009u/ 0.15 / 0706o/ 0.00 /
0706u/ 0.12 / 0604o/ 0.00 / 0604u/ 0.15 /
0504o/ 0.00 / 0504u/ 0.12 / 0403o/ 0.00 /
0403u/ 0.29 / 0302o/ 0.00 / 0302u/ 1.50 /
14a14bo/ 0.00 / 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/ 0.01 / N28/ 0.00 / N27/ 1.35 /
N26/ 0.01 / N25/ 0.00 / N24/ 0.29 /
N23/ 0.00 / N22/ 1.54 / N21/ 1.00 /
N20/ 0.00 / N19/ 0.01 / N18/ 0.01 /
N17/ 1.20 / N16/ 0.03 / N15/ 0.04 /
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/ 0.01 / N2/ 0.02 / 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/ 8.12 / N21/ 7.00 /
N20/ 4.00 / N19/ 5.50 / N18/ 8.09 /
N17/ 8.24 / N16/ 8.64 / N15/ 8.76 /
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/ 8.93 / N1/ 9.07 /
Junction/ Max Volume
N54/ 0.02 / N53/ 0.02 / N52/ 0.02 /
N38/ 1.06 / N51/ 1.01 / N48/ 1.03 /
N50/ 1.04 / N47/ 1.02 / N46/ 1.03 /
N45/ 1.08 / N43/ 0.02 / N42/ 0.02 /
N37/ 0.05 / N36/ 1.24 / N35/ 1.01 /
N34/ 0.02 / N31/ 0.02 / N30/ 1.42 /
N29/ 0.08 / N28/ 0.06 / N27/ 1.36 /
N26/ 0.05 / N25/ 0.55 / N24/ 0.90 /
N23/ 0.10 / N22/ 0.91 / N21/ 1.03 /
N20/ 0.24 / N19/ 0.28 / N18/ 0.74 /
N17/ 0.63 / N16/ 1.28 / N15/ 0.93 /
N14B/ 1.15 / N14A/ 0.85 / N13/ 0.49 /
N12/ 0.51 / N11/ 0.56 / N10/ 0.17 /
N9/ 0.21 / N8/ 0.44 / N7/ 0.66 /
N6/ 0.80 / N5/ 0.17 / N4/ 0.53 /
N3/ 0.52 / N2/ 0.54 / N1/ 0.54 /
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/ 0.17 / 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/ 0.01 / 1614A/ 0.01 / 4514B/ 0.00 /
4515/ 0.00 / 1502/ 0.01 / 14A13/ 0.01 /
1312/ 0.00 / 1211/ 0.00 / 1103/ 0.01 /
0912/ 0.00 / 0908/ 0.00 / 0811/ 0.00 /
0804/ 0.00 / 0201/ 0.02 / 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/ 0.17 /
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/ 0.11 / 5047/ 0.10 / 5114b/ 0.02 /
4342/ 0.07 / 3736/ 0.01 / 3534/ 0.00 /
3422/ 0.01 / 3130/ 0.05 / 3024/ 0.07 /
3036/ 2.98 / 2827/ 0.01 / 2726/ 0.03 /
2629/ 0.17 / 2930/ 0.08 / 2725/ 0.01 /
2524/ 0.02 / 2422/ 0.10 / L575/ 0.02 /
2117/ 0.01 / 1714B/ 0.00 / 1716/ 0.09 /
1615/ 0.15 / 1614A/ 0.06 / 4514B/ 0.00 /
4515/ 0.07 / 1502/ 0.52 / 14A13/ 0.07 /
1312/ 0.00 / 1211/ 0.04 / 1103/ 0.20 /
0912/ 0.00 / 0908/ 0.01 / 0811/ 0.00 /
0804/ 0.02 / 0201/ 0.16 / 5248/ 0.09 /
4845/ 0.13 / 4250/ 0.09 / 5338/ 0.73 /
3851/ 0.01 / 4746o/ 0.00 / 4746u/ 0.01 /
4645o/ 0.00 / 4645u/ 0.02 / 3836o/ 6.65 /
3635o/ 0.00 / 2217o/ 0.00 / 2217u/ 0.12 /
2019o/ 0.00 / 2019u/ 0.01 / 1918o/ 0.00 /
1918u/ 0.10 / 1817o/ 0.00 / 1817u/ 0.03 /
1009o/ 0.00 / 1009u/ 0.00 / 0706o/ 0.00 /
0706u/ 0.00 / 0604o/ 0.00 / 0604u/ 0.02 /
0504o/ 0.00 / 0504u/ 0.01 / 0403o/ 0.00 /
0403u/ 0.01 / 0302o/ 0.00 / 0302u/ 0.36 /
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/ 0.02 / 1614A/ 0.02 / 4514B/ 0.00 /
4515/ 0.01 / 1502/ 0.02 / 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/ 2.87/
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/ 1.88 L575/ 4.70/ 3.40/
2117/ 3.00/ 2.95 1714B/ 1.80/ 1.80 1716/ 1.76/ 1.36/
1615/ 1.36/ 1.24 1614A/ 1.65/ 1.65 4514B/ 1.80/ 1.80/
4515/ 2.50/ 1.24 1502/ 1.24/ 1.07 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/ 1.07/ 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/ 1.88/ 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/ 1.07/ 1.07 0302u/ 1.10/ 1.07/
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........ 7414
Total number of time steps during simulation.... 5687
Ratio of actual # of time steps / NTCYC......... 1.316
Average number of iterations per time step...... 1.304
Average time step size(seconds)................ 3.798
Smallest time step size(seconds)................ 0.500
Largest time step size(seconds)................ 5.000
Average minimum Conduit Courant time step (sec). 4.604
Average minimum implicit time step (sec)........ 1.941
Average minimum junction time step (sec)........ 1.941
Average Courant Factor Tf....................... 1.941
Number of times omega reduced................... 11
*=========================================================*
| 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 1.00 5715 0 8 0 0 0
N53 0 1.00 5691 0 5 0 0 0
N52 0 1.03 5856 0 7 0 0 0
N38 0 1.00 5709 0 4 0 0 0
N51 0 1.01 5763 1 9 0 0 0
N48 0 1.04 5891 1 11 1 0 0
N50 0 1.06 6043 1 10 1 0 0
N47 0 1.07 6094 0 7 0 0 0
N46 0 1.09 6212 0 8 0 0 0
N45 0 1.30 7382 2 14 2 0 0
N43 0 1.01 5756 0 5 0 0 0
N42 0 1.01 5769 0 6 0 0 0
N37 0 1.01 5735 0 6 0 0 0
N36 0 1.09 6195 0 7 0 0 0
N35 0 1.01 5753 0 7 0 0 0
N34 0 1.02 5801 0 15 1 0 0
N31 0 1.02 5806 0 7 0 0 0
N30 0 1.24 7079 0 10 1 0 0
N29 0 1.14 6464 0 5 0 0 0
N28 0 1.06 6030 0 6 0 0 0
N27 0 1.23 7013 0 23 2 0 0
N26 0 1.01 5723 0 3 0 0 0
N25 0 1.29 7310 0 7 0 0 0
N24 0 1.39 7883 0 6 0 0 0
N23 0 1.17 6678 0 7 0 0 0
N22 0 1.31 7455 0 7 0 0 0
N21 0 1.55 8803 1 17 1 0 0
N20 0 1.11 6340 0 6 0 0 0
N19 0 1.26 7160 0 6 0 0 0
N18 0 1.23 7004 0 6 0 0 0
N17 0 1.60 9081 0 6 0 0 0
N16 0 1.70 9696 2 14 15 0 0
N15 0 1.28 7297 0 6 0 0 0
N14B 0 1.34 7604 1 20 2 0 0
N14A 0 1.66 9467 1 15 10 0 0
N13 0 1.53 8703 0 7 0 0 0
N12 0 1.33 7544 0 6 0 0 0
N11 0 1.33 7558 0 6 0 0 0
N10 0 1.06 6031 0 5 0 0 0
N9 0 1.11 6312 0 4 0 0 0
N8 0 1.15 6560 0 5 0 0 0
N7 0 1.05 5973 0 4 0 0 0
N6 0 1.26 7159 0 6 0 0 0
N5 0 1.07 6081 0 4 0 0 0
N4 0 1.34 7626 0 7 0 0 0
N3 0 1.59 9014 0 7 0 0 0
N2 0 1.52 8651 0 7 0 0 0
N1 0 1.46 8297 1 7 0 0 0
Total number of iterations for all junctions.. 330767
Minimum number of possible iterations......... 272976
Efficiency of the simulation.................. 1.21
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 8.9164 0 40 0.0000 1.0836 1.0000 0.0000 0.0000 0.0000
N53 10.0000 8.7000 8.5169 0 38 0.0000 1.4831 1.0000 0.0000 0.0000 0.0000
N52 10.0000 7.2000 7.0221 0 41 0.0000 2.9779 1.0000 0.0000 0.0000 0.0000
N38 10.0000 6.4000 6.0640 0 44 0.0000 3.9360 1.0000 0.0000 0.0000 0.0000
N51 10.0000 5.0000 4.8129 0 36 0.0000 5.1871 1.0000 0.0000 0.0000 0.0000
N48 10.0000 5.0000 4.6301 0 40 0.0000 5.3699 1.0000 0.0000 0.0000 0.0000
N50 10.0000 5.9000 5.7362 0 42 0.0000 4.2638 1.0000 0.0000 0.0000 0.0000
N47 10.0000 5.0000 4.6182 0 40 0.0000 5.3818 1.0000 0.0000 0.0000 0.0000
N46 10.0000 4.4000 4.0276 0 41 0.0000 5.9724 1.0000 0.0000 0.0000 0.0000
N45 10.0000 3.9500 3.5797 0 40 0.0000 6.4203 1.0000 0.0000 0.0000 0.0000
N43 10.0000 9.4000 9.2158 0 37 0.0000 0.7842 1.0000 0.0000 0.0000 0.0000
N42 10.0000 7.5000 7.3198 0 40 0.0000 2.6802 1.0000 0.0000 0.0000 0.0000
N37 10.0000 7.4000 7.0486 0 35 0.0000 2.9514 1.0000 0.0000 0.0000 0.0000
N36 10.0000 6.1700 5.7088 0 38 0.0000 4.2912 1.0000 0.0000 0.0000 0.0000
N35 10.0000 5.6000 4.2131 0 35 0.0000 5.7869 1.0000 0.0000 0.0000 0.0000
N34 10.0000 4.5000 4.1166 0 36 0.0000 5.8834 1.0000 0.0000 0.0000 0.0000
N31 10.0000 7.8000 7.5151 0 35 0.0000 2.4849 1.0000 0.0000 0.0000 0.0000
N30 10.0000 6.0200 5.6243 0 39 0.0000 4.3757 1.0000 0.0000 0.0000 0.0000
N29 10.0000 6.8000 6.4790 0 35 0.0000 3.5210 1.0000 0.0000 0.0000 0.0000
N28 10.0000 8.7000 8.3587 0 35 0.0000 1.6413 1.0000 0.0000 0.0000 0.0000
N27 10.0000 7.1000 6.7075 0 35 0.0000 3.2925 1.0000 0.0000 0.0000 0.0000
N26 10.0000 6.9000 6.5500 0 41 0.0000 3.4500 1.0000 0.0000 0.0000 0.0000
N25 10.0000 5.2450 5.4206 0 36 0.1756 4.5794 1.0000 0.0000 0.0000 0.0000
N24 10.0000 3.3100 3.4852 0 36 0.1752 6.5148 1.0000 0.0000 0.0000 0.0000
N23 10.0000 5.0000 4.7953 0 35 0.0000 5.2047 1.0000 0.0000 0.0000 0.0000
N22 10.0000 3.9000 2.7720 0 36 0.0000 7.2280 1.0000 0.0000 0.0000 0.0000
N21 10.0000 3.5000 3.0316 0 35 0.0000 6.9684 1.0000 0.0000 0.0000 0.0000
N20 10.0000 7.3000 6.2418 0 35 0.0000 3.7582 1.0000 0.0000 0.0000 0.0000
N19 10.0000 6.4000 4.7782 0 35 0.0000 5.2218 1.0000 0.0000 0.0000 0.0000
N18 10.0000 3.5000 2.6431 0 36 0.0000 7.3569 1.0000 0.0000 0.0000 0.0000
N17 10.0000 3.4500 2.3804 0 37 0.0000 7.6196 1.0000 0.0000 0.0000 0.0000
N16 10.0000 2.4000 2.6214 0 37 0.2214 7.3786 1.0000 0.0000 0.0000 0.0000
N15 10.0000 2.0350 2.1408 0 36 0.1058 7.8592 1.0000 0.0000 0.0000 0.0000
N14B 10.0000 3.4900 2.9530 0 42 0.0000 7.0470 1.0000 0.0000 0.0000 0.0000
N14A 10.0000 3.3000 2.4493 0 37 0.0000 7.5507 1.0000 0.0000 0.0000 0.0000
N13 10.0000 3.5600 2.3515 0 37 0.0000 7.6485 1.0000 0.0000 0.0000 0.0000
N12 10.0000 3.3800 2.1858 0 40 0.0000 7.8142 1.0000 0.0000 0.0000 0.0000
N11 10.0000 3.3400 1.8976 0 42 0.0000 8.1024 1.0000 0.0000 0.0000 0.0000
N10 10.0000 4.9000 3.7744 0 35 0.0000 6.2256 1.0000 0.0000 0.0000 0.0000
N9 10.0000 3.9000 2.7148 0 36 0.0000 7.2852 1.0000 0.0000 0.0000 0.0000
N8 10.0000 3.4000 2.4405 0 36 0.0000 7.5595 1.0000 0.0000 0.0000 0.0000
N7 10.0000 5.3000 4.6583 0 35 0.0000 5.3417 1.0000 0.0000 0.0000 0.0000
N6 10.0000 4.8000 4.2991 0 35 0.0000 5.7009 1.0000 0.0000 0.0000 0.0000
N5 10.0000 4.6000 3.4684 0 35 0.0000 6.5316 1.0000 0.0000 0.0000 0.0000
N4 10.0000 3.2000 2.2254 0 35 0.0000 7.7746 1.0000 0.0000 0.0000 0.0000
N3 10.0000 3.1000 1.6233 0 40 0.0000 8.3767 1.0000 0.0000 0.0000 0.0000
N2 10.0000 3.0500 1.5901 0 40 0.0000 8.4099 1.0000 0.0000 0.0000 0.0000
N1 10.0000 2.9300 1.4695 0 40 0.0000 8.5305 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 0.0402 0 40 0.1505 0 0 0.0048 8.9164 7.0221 .0818 .1103
5047 2.8812 1.4600 200.0000 0.1396 0 42 0.4424 0 42 0.0485 5.7362 4.6273 .1809 .1365
5114b 3.5733 1.8108 200.0000 0.0311 0 37 0.2757 0 37 0.0087 4.8129 3.0098 .0645 .0491
4342 10.3858 1.3631 200.0000 0.0431 0 37 0.2223 0 0 0.0041 9.2158 7.3198 .0788 .0990
3736 14.9983 3.6090 400.0000 0.0563 0 35 0.6992 0 34 0.0038 7.0486 5.6243 .1215 .2609
3534 5.8173 1.4765 400.0000 0.0203 0 35 0.1443 0 34 0.0035 4.2131 4.1166 .0327 .0416
3422 6.0122 1.5213 400.0000 0.0157 0 36 0.1461 0 36 0.0026 4.1166 3.4040 .0416 .0101
3130 13.5508 2.2744 300.0000 0.0785 0 35 0.2930 0 35 0.0058 7.5151 5.7116 .0505 .0385
3024 0.4621 2.9058 450.0000 0.4315 0 42 2.7966 0 34 0.9337 5.6243 3.4852 3.165 1.389
3036 6.7857 1.4251 400.0000 -0.1347 0 38 -0.2002 0 40 -0.0199 5.6995 5.7088 .1988 .4720
2827 15.5945 3.7524 400.0000 0.0959 0 35 0.8371 0 35 0.0062 8.3587 6.7577 .1466 .1444
2726 18.5574 3.1124 300.0000 0.0376 0 35 0.0882 0 35 0.0020 6.7074 6.5500 .0248 .1667
2629 2.4524 0.5150 400.0000 0.0098 0 41 0.0893 1 0 0.0040 6.5500 6.4790 .1250 .1976
2930 11.6053 2.4373 400.0000 0.1555 0 36 0.7313 0 36 0.0134 6.4790 5.6988 .1976 .1971
2725 0.2218 2.0080 375.0000 0.2548 0 35 2.3109 0 34 1.1491 6.7074 5.4206 3.619 1.468
2524 0.2779 2.5163 375.0000 0.2456 0 34 2.4422 0 33 0.8836 5.4206 3.4852 1.468 1.667
2422 0.8401 2.9711 600.0000 0.6507 0 37 2.2940 0 37 0.7746 3.4852 2.7720 1.492 1.520
L575 4.4056 1.1111 300.0000 0.1413 0 35 0.3971 0 36 0.0321 4.7953 3.4696 .3176 .2320
2117 10.3655 2.0976 500.0000 0.0878 0 35 0.3392 0 35 0.0085 3.0316 2.9701 .0631 .0403
1714B 8.1188 0.9553 500.0000 -0.0988 0 42 -0.2238 0 42 -0.0122 2.9192 2.9530 .1385 .3059
1716 3.1532 3.6415 1050.000 1.5053 0 37 2.1516 0 38 0.4774 2.3804 2.6214 .6004 1.210
1615 0.7725 1.7486 750.0000 1.0025 0 37 2.2509 0 37 1.2977 2.6214 2.1408 1.708 1.241
1614A 0.7872 1.7819 750.0000 0.5047 0 36 1.1174 0 36 0.6412 2.6214 2.4493 1.295 1.132
4514B 28.0567 3.5017 450.0000 0.2084 0 40 0.9415 0 37 0.0074 3.5797 2.9530 .1772 .2288
4515 0.1942 2.7467 300.0000 0.1768 1 3 2.4739 1 3 0.9108 3.5797 2.1408 3.599 3.102
1502 0.6052 1.1322 825.0000 1.1688 0 37 2.4734 0 37 1.9312 2.1408 1.5901 1.128 .6547
14A13 16.6072 0.8411 1700.000 -0.6259 0 37 -0.3531 0 36 -0.0377 2.4493 2.3515 .3466 .4421
1312 15.7543 0.6101 1400.000 0.6247 0 37 0.3391 0 36 0.0397 2.3515 2.1858 .3511 .3613
1211 22.0747 0.6694 1700.000 0.6114 0 40 0.2498 0 36 0.0277 2.1858 1.8976 .2975 .3280
1103 34.9730 0.7240 2000.000 0.7220 0 42 0.3460 0 43 0.0206 1.8976 1.6233 .2788 .2616
0912 7.4604 1.8954 400.0000 0.0000 0 0 0.0000 0 0 0.0000 2.7148 2.1858 .0000 .0000
0908 0.1628 1.4741 375.0000 0.0828 0 36 0.9855 0 32 0.5085 2.7148 2.4405 .5728 1.174
0811 6.0914 1.5476 400.0000 0.0000 0 0 0.0000 0 0 0.0000 1.8976 1.8976 .0000 .0000
0804 0.2208 1.3886 450.0000 0.1587 0 36 0.9874 0 37 0.7187 2.4405 2.2254 .9789 1.167
0201 142.3584 2.9703 2000.000 2.5168 0 40 1.3393 0 40 0.0177 1.5901 1.4695 .2701 .2697
5248 8.1651 1.4277 200.0000 0.0750 0 42 0.2221 0 42 0.0092 7.0221 4.8168 .1103 .0840
4845 2.5500 1.2922 200.0000 0.1101 0 40 0.3159 0 24 0.0432 4.6301 3.5797 .1505 .3987
4250 11.5986 1.2184 200.0000 0.0970 0 40 0.1094 0 38 0.0084 7.3198 5.7362 .0990 .1809
5338 8.7547 1.3127 200.0000 0.0477 0 38 0.2871 0 0 0.0054 8.5169 6.0640 .0846 .3200
3851 5.0145 1.3130 200.0000 0.0000 0 0 0.0000 0 0 0.0000 6.0640 4.8129 .0000 .0000
4746o 17.3588 2.8540 400.0000 0.0041 0 40 0.2211 0 40 0.0002 4.6182 4.0276 .0454 .0689
4746u 0.1498 2.1194 300.0000 0.1003 0 40 1.4049 0 21 0.6695 4.6182 4.0276 3.393 3.425
4645o 15.8729 2.3953 400.0000 0.0097 0 41 0.0863 0 41 0.0006 4.0276 3.5797 .0689 .1994
4645u 0.1105 1.5637 300.0000 0.0962 0 41 1.3398 0 41 0.8705 4.0276 3.5797 3.425 3.599
3836o 9.9729 2.0945 400.0000 0.0762 0 44 0.1727 0 6 0.0076 6.0640 5.7088 .1600 .4719
3635o 35.6736 2.3986 400.0000 0.0000 0 0 0.0000 0 0 0.0000 4.2131 4.2131 .0000 .0000
2217o 14.0423 1.9555 500.0000 0.0000 0 0 0.0000 0 0 0.0000 2.3804 2.3804 .0000 .0000
2217u 0.6241 1.4127 750.0000 0.8556 0 35 2.0725 0 34 1.3709 2.7720 2.3804 1.216 .8405
2019o 11.6942 3.9374 300.0000 0.0000 0 0 0.0000 0 0 0.0000 4.7782 4.7782 .0000 .0000
2019u 0.6375 4.0085 450.0000 0.2193 0 35 2.3272 0 35 0.3440 6.2418 4.7782 .5372 .6183
1918o 18.5045 2.3357 400.0000 0.0000 0 0 0.0000 0 0 0.0000 2.6431 2.6431 .0000 .0000
1918u 0.9440 3.3387 600.0000 0.4142 0 35 2.0443 0 35 0.4388 4.7782 2.6431 .4637 1.238
1817o 9.1593 0.8118 500.0000 0.0000 0 0 0.0000 0 0 0.0000 2.3804 2.3804 .0000 .0000
1817u 0.5070 1.7932 600.0000 0.5109 0 36 1.7801 0 36 1.0077 2.6431 2.3804 1.238 1.050
1009o 8.3091 2.4754 300.0000 0.0000 0 0 0.0000 0 0 0.0000 2.7148 2.7148 .0000 .0000
1009u 0.2415 2.1864 375.0000 0.0880 0 35 1.5989 0 34 0.3643 3.7744 2.7148 .4650 .5728
0706o 7.2322 2.1546 300.0000 0.0000 0 0 0.0000 0 0 0.0000 4.2991 4.2991 .0000 .0000
0706u 0.1248 1.7661 300.0000 0.0742 0 36 1.1549 0 25 0.5946 4.6582 4.2991 2.193 2.663
0604o 9.6606 2.8827 300.0000 0.0000 0 0 0.0000 0 0 0.0000 2.2254 2.2254 .0000 .0000
0604u 0.3116 2.8210 375.0000 0.2943 0 35 2.6515 0 35 0.9447 4.2991 2.2254 2.130 1.401
0504o 8.6316 2.5756 300.0000 0.0000 0 0 0.0000 0 0 0.0000 2.2254 2.2254 .0000 .0000
0504u 0.1541 2.1802 300.0000 0.0825 0 35 1.5177 0 35 0.5355 3.4684 2.2254 .5613 1.751
0403o 9.0589 2.2976 400.0000 0.0000 0 0 0.0000 0 0 0.0000 1.6233 1.6233 .0000 .0000
0403u 1.9283 4.3647 750.0000 0.6865 0 35 2.1396 0 35 0.3560 2.2254 1.6233 .7006 .6977
0302o 2.9365 0.4429 300.0000 0.0000 0 0 0.0000 0 0 0.0000 1.5901 1.5901 .0000 .0000
0302u 3.2556 3.6173 600.0000 0.4313 0 40 0.5418 0 40 0.1325 1.6233 1.5901 .8721 .9002
14a14bo 75.9084 3.3944 500.0000 0.0000 0 0 0.0000 0 0 0.0000 2.4493 2.4493 .0000 .0000
14a14bu 0.1368 1.9347 300.0000 0.1430 0 50 1.9979 0 50 1.0453 2.9530 2.4493 3.843 2.830
FREE # 1 Undefnd Undefnd Undefn 2.5168 0 40
*==================================================*
| 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 0.0103 0.3596 0.0023
5047 6.5417 0.0000 0.0000 353.4583 0.0322 0.3174 0.0140
5114b 8.0417 0.0000 0.0000 351.9583 0.0115 0.1129 0.0031
4342 0.1667 359.8333 0.0000 0.0000 0.0089 0.3509 0.0022
3736 0.1667 8.2222 0.0000 351.6111 0.0350 0.1996 0.0330
3534 7.4583 352.5417 0.0000 0.0000 0.0144 0.1417 0.0021
3422 7.4583 0.0000 0.0000 352.5417 0.0109 0.1076 0.0015
3130 0.1667 0.0000 0.0000 359.8333 0.0135 0.2680 0.0039
3024 0.1667 9.4444 0.0000 350.3889 0.1295 0.1637 2.6155
3036 13.5833 0.0000 346.4167 0.0000 0.0717 0.7195 0.0259
2827 0.1667 0.0000 0.0000 359.8333 0.0287 0.1146 0.0487
2726 357.9722 2.0278 0.0000 0.0000 0.0225 0.4482 0.0020
2629 0.2500 359.7500 0.0000 0.0000 0.0305 0.1384 0.0049
2930 0.2500 0.0000 0.0000 359.7500 0.0389 0.2127 0.0577
2725 0.1667 359.8333 0.0000 0.0000 0.1085 0.1139 2.0602
2524 0.1667 10.2143 0.0000 349.6190 0.1136 0.1136 1.2704
2422 0.1667 359.8333 0.0000 0.0000 0.1679 0.2905 2.0712
L575 0.1667 0.0000 0.0000 359.8333 0.0419 0.3559 0.0327
2117 4.9583 0.0000 0.0000 355.0417 0.0263 0.2590 0.0088
1714B 340.9722 0.0000 19.0278 0.0000 0.0536 0.4414 0.0249
1716 0.1667 354.9583 0.0000 4.8750 0.2784 0.7004 2.0436
1615 0.1667 359.8333 0.0000 0.0000 0.2278 0.4521 2.4874
1614A 8.0833 84.8333 267.0833 0.0000 0.2281 0.4609 1.0165
4514B 315.1667 11.9722 0.0000 32.8611 0.0442 0.2813 0.0744
4515 0.1667 359.8333 0.0000 0.0000 0.0840 0.0728 2.3062
1502 0.1667 359.8333 0.0000 0.0000 0.2345 0.4741 1.8085
14A13 292.4583 67.5417 0.0000 0.0000 0.2970 1.7757 0.2363
1312 292.5000 67.5000 0.0000 0.0000 0.2354 1.8658 0.1671
1211 11.9167 348.0833 0.0000 0.0000 0.2079 2.6618 0.1244
1103 0.1667 359.8333 0.0000 0.0000 0.3321 2.1207 0.1836
0912 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
0908 0.1667 359.8333 0.0000 0.0000 0.1001 0.0879 0.3084
0811 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
0804 0.1667 359.8333 0.0000 0.0000 0.1318 0.1619 0.4667
0201 0.1667 359.8333 0.0000 0.0000 0.3411 1.8792 0.7230
5248 0.1667 0.0000 0.0000 359.8333 0.0113 0.3380 0.0042
4845 7.3750 44.5417 0.0000 308.0833 0.0518 0.5150 0.0117
4250 0.2500 353.4583 0.0000 6.2917 0.0181 0.9020 0.0030
5338 0.1667 353.3333 0.0000 6.5000 0.0291 1.0144 0.0019
3851 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
4746o 355.1111 4.8889 0.0000 0.0000 0.0109 0.0186 0.0050
4746u 0.1667 359.8333 0.0000 0.0000 0.0839 0.0729 1.4288
4645o 349.3056 10.6944 0.0000 0.0000 0.0251 0.1124 0.0046
4645u 0.1667 359.8333 0.0000 0.0000 0.0839 0.0729 1.4116
3836o 6.7083 353.2917 0.0000 0.0000 0.0614 0.5810 0.0166
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 0.2177 0.4291 1.5374
2019o 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
2019u 0.1667 359.8333 0.0000 0.0000 0.1215 0.0943 0.6044
1918o 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
1918u 0.1667 359.8333 0.0000 0.0000 0.1540 0.2038 1.0360
1817o 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
1817u 0.1667 359.8333 0.0000 0.0000 0.1823 0.2914 1.2155
1009o 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
1009u 0.1667 359.8333 0.0000 0.0000 0.0934 0.0554 0.3013
0706o 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
0706u 0.1667 359.8333 0.0000 0.0000 0.0865 0.0728 0.7538
0604o 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
0604u 0.1667 359.8333 0.0000 0.0000 0.1055 0.1135 1.7555
0504o 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
0504u 0.1667 359.8333 0.0000 0.0000 0.0779 0.0544 0.5255
0403o 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
0403u 0.1667 359.8333 0.0000 0.0000 0.2204 0.3223 1.0914
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 0.7963 0.2880
14a14bo 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
14a14bu 8.0417 351.9583 0.0000 0.0000 0.0839 0.0727 1.7862
*===========================================*
| 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 0.0049 106.8933 0.0002 0.9989 0.1804 0.0038 0.1017 2.8108
5047 0.0188 406.0394 0.0005 0.9789 1.0002 0.0101 0.0992 0.0350
5114b 0.0034 73.3600 0.0002 0.9727 1.0657 0.0031 0.0303 0.0350
4342 0.0049 104.7998 0.0002 0.9989 0.2120 0.0032 0.0909 2.8108
3736 0.0052 112.3402 0.0002 0.9989 1.1684 0.0078 0.0213 1.2492
3534 0.0017 35.6544 0.0001 0.9750 0.2109 0.0035 0.0347 0.0350
3422 0.0017 35.7517 0.0000 0.9750 0.6002 0.0028 0.0280 0.0450
3130 0.0078 169.1240 0.0003 0.9989 1.0848 0.0035 0.0687 2.1862
3024 0.0543 1173.4697 0.0017 0.9989 1.5642 0.0585 0.0436 0.8120
3036 -0.0190 -409.3807 0.0005 0.9523 0.0000 0.0407 0.3151 0.0201
2827 0.0090 194.6629 0.0004 0.9989 1.2157 0.0090 0.0246 1.2492
2726 0.0001 1.3947 0.0002 0.0130 0.0017 0.0231 0.0150 0.0200
2629 0.0015 31.8376 0.0000 0.9989 0.1277 0.0130 0.0381 2.1862
2930 0.0166 357.9546 0.0007 0.9989 0.7812 0.0140 0.0508 1.2492
2725 0.0250 539.1000 0.0011 0.9989 1.2242 0.0426 0.0282 0.8120
2524 0.0249 538.5037 0.0011 0.9961 1.7522 0.0387 0.0222 0.0130
2422 0.0794 1715.2543 0.0025 0.9989 0.9607 0.0780 0.0818 0.8120
L575 0.0142 306.9004 0.0005 0.9989 0.5506 0.0137 0.0801 2.8108
2117 0.0078 168.3089 0.0012 0.9856 0.9888 0.0060 0.0594 0.0200
1714B -0.0029 -62.8464 0.0002 0.1220 0.0000 0.0054 0.0363 0.0210
1716 0.1708 3689.2878 0.0051 0.9989 1.0343 0.1116 0.1868 See the original
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