Original source · versioned page text
e50y25m.out
From the archive XPXtrm.zip, inside Further information re: stormwater modelling - REC17/0011. File date in the archive: 2017-10-09 17:23.
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 39.8923 50.0000 20.0000
N53 30.2246 50.0000 0.0000
N52 50.0000 50.0000 0.0000
N38 1.3144 3.2861 0.0000
N51 1.6578 4.1445 10.0000
N48 1.5067 3.7667 10.0000
N50 1.3141 3.2852 25.0000
N47 1.0950 2.7376 320.0000
N46 2.0881 5.2202 50.0000
N45 1.0497 2.6243 19015.0000
N43 33.2338 50.0000 0.0000
N42 50.0000 50.0000 0.0000
N37 16.8937 42.2342 0.0000
N36 1.0247 2.5616 10.0000
N35 1.6359 4.0897 15.0000
N34 50.0000 50.0000 0.0000
N31 11.4166 28.5416 0.0000
N30 0.1525 0.3814 70.0000
N29 31.8327 50.0000 0.0000
N28 10.1842 25.4605 0.0000
N27 1.8356 4.5891 295.0000
N26 36.5650 50.0000 0.0000
N25 2.8744 7.1859 5.0000
N24 0.6493 1.6233 15.0000
N23 4.4205 11.0511 10.0000
N22 0.1623 0.4057 105.0000
N21 0.9355 2.3387 65.0000
N20 0.4448 1.1120 105.0000
N19 0.2082 0.5205 450.0000
N18 0.8568 2.1420 5.0000
N17 1.8974 4.7436 25.0000
N16 2.1911 5.4778 0.0000
N15 6.4112 16.0280 0.0000
N14B 0.3448 0.8620 335.0000
N14A 5.1908 12.9769 0.0000
N13 9.6069 24.0173 0.0000
N12 19.8126 49.5316 0.0000
N11 12.3973 30.9933 0.0000
N10 0.8783 2.1957 190.0000
N9 1.4001 3.5003 225.0000
N8 0.7053 1.7631 20.0000
N7 0.8724 2.1810 35.0000
N6 0.9996 2.4991 10.0000
N5 1.6944 4.2360 95.0000
N4 2.0519 5.1298 65.0000
N3 21.2603 50.0000 0.0000
N2 19.5648 48.9121 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 3.0000 -0.0008 0.0340 Normal Soln
5047 32.6754 32.6754 50.0000 0.0000 0.0024 0.3095 Normal Soln
5114b 50.0000 50.0000 50.0000 0.0000 0.0019 0.0601 Normal Soln
4342 50.0000 50.0000 50.0000 0.0000 -0.0010 0.0278 Normal Soln
3736 35.3732 35.3732 50.0000 0.0000 -0.0020 0.0211 Normal Soln
3534 4.7083 4.7083 11.6995 0.0000 0.0168 0.4762 Normal Soln
3422 19.0986 19.0986 50.0000 0.0000 0.0215 0.4592 Normal Soln
3130 50.0000 50.0000 50.0000 0.0000 0.0033 0.0408 Normal Soln
3024 7.3621 7.3621 17.2450 0.0000 -0.0179 2.2748 Normal Soln
3036 11.0817 11.0817 47.5575 0.0000 0.0178 0.4877 Normal Soln
2827 28.7538 28.7538 46.0043 0.0000 0.0033 0.0347 Normal Soln
2726 7.5298 7.5298 44.3215 0.0000 -0.0137 0.0595 Normal Soln
2629 31.3653 31.3653 50.0000 0.0000 -0.0035 0.4352 Normal Soln
2930 27.3430 27.3430 50.0000 0.0000 -0.0067 0.1631 Normal Soln
2725 4.9745 4.9745 12.5583 0.0000 0.0049 2.4043 Normal Soln
2524 14.4584 14.4584 32.6378 0.0000 -0.0060 2.1145 Normal Soln
2422 6.2775 6.2775 17.0572 0.0000 -0.0431 2.1540 Normal Soln
L575 44.3908 44.3908 50.0000 0.0000 -0.0064 0.2245 Normal Soln
2117 7.1311 7.1311 21.6092 0.0000 -0.0050 0.0700 Normal Soln
1714B 16.1608 16.1608 50.0000 0.0000 0.0488 0.5617 Normal Soln
1716 4.6222 4.6222 12.6583 0.0000 0.0756 1.5009 Normal Soln
1615 3.9193 3.9193 9.8660 0.0000 0.0570 3.5363 Normal Soln
1614A 1.7735 1.7735 5.2230 26.1667 -0.0135 3.3847 Normal Soln
4514B 15.0209 15.0209 25.2333 0.0000 0.0271 0.0840 Normal Soln
4515 5.6928 5.6928 13.1375 0.0000 0.0096 2.1263 Normal Soln
1502 15.1409 15.1409 33.2151 0.0000 0.0255 4.7370 Normal Soln
14A13 3.9117 3.9117 16.7245 0.0000 0.0220 0.4100 Normal Soln
1312 6.2383 6.2383 25.1630 0.0000 0.0238 0.4265 Normal Soln
1211 14.7556 14.7556 50.0000 0.0000 0.0170 0.2855 Normal Soln
1103 15.7602 15.7602 50.0000 0.0000 0.0164 0.1932 Normal Soln
0912 28.5276 28.5276 50.0000 0.0000 -0.0026 0.0263 Normal Soln
0908 11.3781 11.3781 41.6745 0.0000 -0.0032 2.2125 Normal Soln
0811 31.2276 31.2276 50.0000 0.0000 0.0043 0.0714 Normal Soln
0804 10.8115 10.8115 33.5909 0.0000 0.0059 2.9878 Normal Soln
0201 3.0589 3.0589 7.3224 322.0833 -0.1486 0.0960 Normal Soln
5248 50.0000 50.0000 50.0000 0.0000 0.0013 0.0667 Normal Soln
4845 44.5702 44.5702 50.0000 0.0000 0.0033 0.2723 Normal Soln
4250 50.0000 50.0000 50.0000 0.0000 0.0018 0.0534 Normal Soln
5338 50.0000 50.0000 50.0000 0.0000 0.0011 0.0351 Normal Soln
3851 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
4746o 14.1504 14.1504 24.4180 0.0000 0.0045 0.0503 Normal Soln
4746u 5.2975 5.2975 17.5210 0.0000 -0.0051 1.7898 Normal Soln
4645o 24.6698 24.6698 50.0000 0.0000 0.0050 0.0549 Normal Soln
4645u 6.9649 6.9649 23.9717 0.0000 0.0058 2.7057 Normal Soln
3836o 30.5675 30.5675 50.0000 0.0000 0.0018 0.0431 Normal Soln
3635o 14.8101 14.8101 30.7033 0.0000 0.0210 0.0766 Normal Soln
2217o 18.2552 18.2552 33.7715 0.0000 0.0135 0.1728 Normal Soln
2217u 5.5317 5.5317 15.2137 0.0000 -0.0897 4.2559 Normal Soln
2019o 22.2649 22.2649 39.5862 0.0000 0.0088 0.0574 Normal Soln
2019u 5.0964 5.0964 11.2861 0.0000 0.0175 1.6558 Normal Soln
1918o 50.0000 50.0000 50.0000 0.0000 0.0052 0.0275 Normal Soln
1918u 15.8755 15.8755 36.8416 0.0000 -0.1596 2.0835 Normal Soln
1817o 14.4545 14.4545 37.9635 0.0000 -0.0082 0.2166 Normal Soln
1817u 4.0064 4.0064 10.0785 0.0000 0.0197 3.3043 Normal Soln
1009o 50.0000 50.0000 50.0000 0.0000 -0.0026 0.0132 Normal Soln
1009u 10.3665 10.3665 30.3407 0.0000 -0.0025 1.7556 Normal Soln
0706o 28.6275 28.6275 50.0000 0.0000 -0.0030 0.0367 Normal Soln
0706u 6.7757 6.7757 24.3574 0.0000 0.0034 2.0408 Normal Soln
0604o 29.7238 29.7238 49.2081 0.0000 -0.0055 0.1206 Normal Soln
0604u 9.6952 9.6952 20.7873 0.0000 0.0087 2.2082 Normal Soln
0504o 50.0000 50.0000 50.0000 0.0000 0.0088 0.0259 Normal Soln
0504u 12.3879 12.3879 33.2657 0.0000 0.0046 1.9677 Normal Soln
0403o 12.7339 12.7339 26.8426 0.0000 -0.0051 0.1114 Normal Soln
0403u 3.2614 3.2614 7.0299 0.5000 -0.0262 1.2482 Normal Soln
0302o 5.5102 5.5102 15.0417 0.0000 -0.0145 1.7391 Normal Soln
0302u 2.7285 2.7285 11.8915 0.0000 -0.0077 0.6629 Normal Soln
14a14bo 6.0942 6.0942 25.1641 0.0000 0.0282 0.0702 Normal Soln
14a14bu 1.8672 1.8672 4.9338 8.2500 -0.0099 3.1834 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...................................1918u
*==================================================*
| 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/ 0.03 / 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/ 0.01 / 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/ 0.41 /
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/ 0.33 /
1615/ 0.18 / 1614A/ 0.00 / 4514B/ 0.00 /
4515/ 0.05 / 1502/ 0.20 / 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/ 0.09 / 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/ 0.15 /
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/ 0.33 / 5047/ 0.21 / 5114b/ 0.05 /
4342/ 0.23 / 3736/ 0.02 / 3534/ 0.01 /
3422/ 0.01 / 3130/ 0.05 / 3024/ 0.18 /
3036/ 3.17 / 2827/ 0.02 / 2726/ 8.93 /
2629/ 0.46 / 2930/ 0.20 / 2725/ 0.15 /
2524/ 0.15 / 2422/ 0.24 / L575/ 0.04 /
2117/ 0.03 / 1714B/ 1.72 / 1716/ 0.41 /
1615/ 0.29 / 1614A/ 0.33 / 4514B/ 0.18 /
4515/ 0.14 / 1502/ 0.32 / 14A13/ 0.18 /
1312/ 0.00 / 1211/ 0.03 / 1103/ 0.09 /
0912/ 0.15 / 0908/ 0.15 / 0811/ 0.38 /
0804/ 0.18 / 0201/ 0.25 / 5248/ 0.28 /
4845/ 0.20 / 4250/ 0.32 / 5338/ 1.41 /
3851/ 0.03 / 4746o/ 0.02 / 4746u/ 0.12 /
4645o/ 0.06 / 4645u/ 0.12 / 3836o/ 3.22 /
3635o/ 0.02 / 2217o/ 0.23 / 2217u/ 0.29 /
2019o/ 0.29 / 2019u/ 0.18 / 1918o/ 0.06 /
1918u/ 0.24 / 1817o/ 0.14 / 1817u/ 0.24 /
1009o/ 0.03 / 1009u/ 0.15 / 0706o/ 0.06 /
0706u/ 0.12 / 0604o/ 0.11 / 0604u/ 0.15 /
0504o/ 0.23 / 0504u/ 0.12 / 0403o/ 0.05 /
0403u/ 0.29 / 0302o/ 0.42 / 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/ 0.02 / 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/ 8.13 / N21/ 7.00 /
N20/ 4.00 / N19/ 5.50 / N18/ 8.09 /
N17/ 8.24 / N16/ 8.65 / 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/ 8.94 / N1/ 9.07 /
Junction/ Max Volume
N54/ 0.02 / N53/ 0.03 / N52/ 0.03 /
N38/ 1.10 / N51/ 1.02 / N48/ 1.06 /
N50/ 1.06 / N47/ 1.11 / N46/ 1.12 /
N45/ 1.16 / N43/ 0.02 / N42/ 0.03 /
N37/ 0.07 / N36/ 1.40 / N35/ 1.17 /
N34/ 0.16 / N31/ 0.03 / N30/ 1.68 /
N29/ 0.16 / N28/ 0.09 / N27/ 1.39 /
N26/ 0.24 / N25/ 0.84 / N24/ 1.61 /
N23/ 0.14 / N22/ 1.78 / N21/ 1.16 /
N20/ 1.04 / N19/ 1.59 / N18/ 1.34 /
N17/ 1.41 / N16/ 1.82 / N15/ 1.27 /
N14B/ 1.32 / N14A/ 1.30 / N13/ 0.84 /
N12/ 0.86 / N11/ 1.00 / N10/ 1.02 /
N9/ 1.03 / N8/ 1.05 / N7/ 1.04 /
N6/ 1.07 / N5/ 1.03 / N4/ 1.17 /
N3/ 0.91 / N2/ 0.92 / N1/ 0.92 /
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/ 0.09 / 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/ 0.07 / L575/ 0.01 /
2117/ 0.01 / 1714B/ 0.00 / 1716/ 0.06 /
1615/ 0.10 / 1614A/ 0.06 / 4514B/ 0.00 /
4515/ 0.05 / 1502/ 0.40 / 14A13/ 0.07 /
1312/ 0.00 / 1211/ 0.04 / 1103/ 0.16 /
0912/ 0.00 / 0908/ 0.01 / 0811/ 0.00 /
0804/ 0.01 / 0201/ 0.13 / 5248/ 0.06 /
4845/ 0.09 / 4250/ 0.07 / 5338/ 0.44 /
3851/ 0.00 / 4746o/ 0.00 / 4746u/ 0.01 /
4645o/ 0.00 / 4645u/ 0.01 / 3836o/ 6.38 /
3635o/ 0.00 / 2217o/ 0.00 / 2217u/ 0.09 /
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/ 0.29 /
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/ 2.87/
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/ 1.87 L575/ 4.70/ 3.40/
2117/ 3.00/ 2.95 1714B/ 1.80/ 1.80 1716/ 1.76/ 1.35/
1615/ 1.35/ 1.24 1614A/ 1.65/ 1.65 4514B/ 1.80/ 1.80/
4515/ 2.50/ 1.24 1502/ 1.24/ 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........ 7273
Total number of time steps during simulation.... 5462
Ratio of actual # of time steps / NTCYC......... 1.264
Average number of iterations per time step...... 1.332
Average time step size(seconds)................ 3.955
Smallest time step size(seconds)................ 0.500
Largest time step size(seconds)................ 5.000
Average minimum Conduit Courant time step (sec). 4.653
Average minimum implicit time step (sec)........ 1.339
Average minimum junction time step (sec)........ 1.339
Average Courant Factor Tf....................... 1.339
Number of times omega reduced................... 112
*=========================================================*
| 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 1.12 6122 0 6 0 0 0
N53 0 1.12 6132 0 5 0 0 0
N52 0 1.25 6836 0 8 0 0 0
N38 0 1.16 6354 0 15 2 0 0
N51 0 1.07 5834 1 24 1 0 0
N48 0 1.28 7014 0 22 1 0 0
N50 0 1.30 7120 1 20 1 0 0
N47 0 1.38 7560 3 15 1 0 0
N46 0 1.41 7682 1 6 0 0 0
N45 0 1.52 8286 4 16 4 0 0
N43 0 1.12 6114 0 7 0 0 0
N42 0 1.28 7011 0 10 1 0 0
N37 0 1.12 6143 0 6 0 0 0
N36 0 1.62 8828 0 12 2 0 0
N35 0 1.43 7785 1 15 1 0 0
N34 0 1.34 7311 0 6 0 0 0
N31 0 1.18 6425 1 10 1 0 0
N30 0 1.58 8646 2 20 3 0 0
N29 0 1.42 7751 0 7 0 0 0
N28 0 1.16 6345 2 7 0 0 0
N27 0 1.45 7924 1 12 1 0 0
N26 0 1.30 7119 0 6 0 0 0
N25 0 1.20 6570 0 7 0 0 0
N24 0 1.29 7051 0 10 1 0 0
N23 0 1.26 6857 0 8 0 0 0
N22 0 1.60 8724 47 21 3 0 0
N21 0 1.42 7735 0 18 1 0 0
N20 0 1.32 7225 0 27 1 1 0
N19 0 1.51 8254 1 29 2 1 0
N18 0 1.57 8583 0 11 1 0 0
N17 0 1.92 10482 5 13 1 0 0
N16 0 1.47 8055 2 19 4 0 0
N15 0 1.28 6983 0 8 0 0 0
N14B 0 1.79 9767 0 17 2 0 0
N14A 0 1.66 9044 4 14 20 0 0
N13 0 1.59 8671 1 8 0 0 0
N12 0 1.54 8402 0 7 0 0 0
N11 0 1.59 8660 0 12 1 0 0
N10 0 1.19 6489 0 6 0 0 0
N9 0 1.32 7197 0 11 2 0 0
N8 0 1.36 7417 1 17 2 0 0
N7 0 1.20 6556 1 9 0 0 0
N6 0 1.46 7951 19 15 2 0 0
N5 0 1.18 6432 0 21 1 0 0
N4 0 1.65 9035 3 12 1 0 0
N3 0 1.95 10638 0 9 0 0 0
N2 0 1.78 9729 0 9 0 0 0
N1 0 1.54 8393 11 24 5 0 0
Total number of iterations for all junctions.. 367242
Minimum number of possible iterations......... 262176
Efficiency of the simulation.................. 1.40
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 8.9250 0 15 0.0000 1.0750 1.0000 0.0000 0.0000 0.0000
N53 10.0000 8.7000 8.5254 0 15 0.0000 1.4746 1.0000 0.0000 0.0000 0.0000
N52 10.0000 7.2000 7.0343 0 16 0.0000 2.9657 1.0000 0.0000 0.0000 0.0000
N38 10.0000 6.4000 6.0961 0 18 0.0000 3.9039 1.0000 0.0000 0.0000 0.0000
N51 10.0000 5.0000 4.8233 0 15 0.0000 5.1767 1.0000 0.0000 0.0000 0.0000
N48 10.0000 5.0000 4.6596 0 15 0.0000 5.3404 1.0000 0.0000 0.0000 0.0000
N50 10.0000 5.9000 5.7642 0 16 0.0000 4.2358 1.0000 0.0000 0.0000 0.0000
N47 10.0000 5.0000 4.7080 0 15 0.0000 5.2920 1.0000 0.0000 0.0000 0.0000
N46 10.0000 4.4000 4.1179 0 16 0.0000 5.8821 1.0000 0.0000 0.0000 0.0000
N45 10.0000 3.9500 3.6620 0 16 0.0000 6.3380 1.0000 0.0000 0.0000 0.0000
N43 10.0000 9.4000 9.2232 0 15 0.0000 0.7768 1.0000 0.0000 0.0000 0.0000
N42 10.0000 7.5000 7.3307 0 15 0.0000 2.6693 1.0000 0.0000 0.0000 0.0000
N37 10.0000 7.4000 7.0725 0 15 0.0000 2.9275 1.0000 0.0000 0.0000 0.0000
N36 10.0000 6.1700 5.8660 0 16 0.0000 4.1340 1.0000 0.0000 0.0000 0.0000
N35 10.0000 5.6000 4.3670 0 16 0.0000 5.6330 1.0000 0.0000 0.0000 0.0000
N34 10.0000 4.5000 4.2625 0 16 0.0000 5.7375 1.0000 0.0000 0.0000 0.0000
N31 10.0000 7.8000 7.5261 0 15 0.0000 2.4739 1.0000 0.0000 0.0000 0.0000
N30 10.0000 6.0200 5.8753 0 15 0.0000 4.1247 1.0000 0.0000 0.0000 0.0000
N29 10.0000 6.8000 6.5570 0 15 0.0000 3.4430 1.0000 0.0000 0.0000 0.0000
N28 10.0000 8.7000 8.3864 0 15 0.0000 1.6136 1.0000 0.0000 0.0000 0.0000
N27 10.0000 7.1000 6.7372 0 15 0.0000 3.2628 1.0000 0.0000 0.0000 0.0000
N26 10.0000 6.9000 6.7405 0 15 0.0000 3.2595 1.0000 0.0000 0.0000 0.0000
N25 10.0000 5.2450 5.7127 0 15 0.4677 4.2873 1.0000 0.0000 0.0000 0.0000
N24 10.0000 3.3100 4.1981 0 17 0.8881 5.8019 1.0000 0.0000 0.0000 0.0000
N23 10.0000 5.0000 4.8372 0 12 0.0000 5.1628 1.0000 0.0000 0.0000 0.0000
N22 10.0000 3.9000 3.6447 0 17 0.0000 6.3553 1.0000 0.0000 0.0000 0.0000
N21 10.0000 3.5000 3.1619 0 17 0.0000 6.8381 1.0000 0.0000 0.0000 0.0000
N20 10.0000 7.3000 7.0352 0 15 0.0000 2.9648 1.0000 0.0000 0.0000 0.0000
N19 10.0000 6.4000 6.0863 0 15 0.0000 3.9137 1.0000 0.0000 0.0000 0.0000
N18 10.0000 3.5000 3.2401 0 16 0.0000 6.7599 1.0000 0.0000 0.0000 0.0000
N17 10.0000 3.4500 3.1615 0 17 0.0000 6.8385 1.0000 0.0000 0.0000 0.0000
N16 10.0000 2.4000 3.1651 0 17 0.7651 6.8349 1.0000 0.0000 0.0000 0.0000
N15 10.0000 2.0350 2.4845 0 20 0.4495 7.5155 1.0000 0.0000 0.0000 0.0000
N14B 10.0000 3.4900 3.1215 0 18 0.0000 6.8785 1.0000 0.0000 0.0000 0.0000
N14A 10.0000 3.3000 2.8960 0 18 0.0000 7.1040 1.0000 0.0000 0.0000 0.0000
N13 10.0000 3.5600 2.6966 0 18 0.0000 7.3034 1.0000 0.0000 0.0000 0.0000
N12 10.0000 3.3800 2.5373 0 20 0.0000 7.4627 1.0000 0.0000 0.0000 0.0000
N11 10.0000 3.3400 2.3421 0 21 0.0000 7.6579 1.0000 0.0000 0.0000 0.0000
N10 10.0000 4.9000 4.6202 0 15 0.0000 5.3798 1.0000 0.0000 0.0000 0.0000
N9 10.0000 3.9000 3.5290 0 15 0.0000 6.4710 1.0000 0.0000 0.0000 0.0000
N8 10.0000 3.4000 3.0527 0 15 0.0000 6.9473 1.0000 0.0000 0.0000 0.0000
N7 10.0000 5.3000 5.0373 0 15 0.0000 4.9627 1.0000 0.0000 0.0000 0.0000
N6 10.0000 4.8000 4.5743 0 15 0.0000 5.4257 1.0000 0.0000 0.0000 0.0000
N5 10.0000 4.6000 4.3299 0 15 0.0000 5.6701 1.0000 0.0000 0.0000 0.0000
N4 10.0000 3.2000 2.8734 0 15 0.0000 7.1266 1.0000 0.0000 0.0000 0.0000
N3 10.0000 3.1000 2.0123 0 21 0.0000 7.9877 1.0000 0.0000 0.0000 0.0000
N2 10.0000 3.0500 1.9713 0 21 0.0000 8.0287 1.0000 0.0000 0.0000 0.0000
N1 10.0000 2.9300 1.8528 0 20 0.0000 8.1472 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 0.1387 0 15 0.1972 0 13 0.0167 8.9250 7.0343 .1248 .1715
5047 2.8812 1.4600 200.0000 0.4383 0 16 0.5401 0 17 0.1521 5.7642 4.7080 .3209 .5400
5114b 3.5733 1.8108 200.0000 0.1008 0 15 0.4039 0 11 0.0282 4.8233 3.1215 .1165 .6076
4342 10.3858 1.3631 200.0000 0.1413 0 15 0.1997 0 15 0.0136 9.2232 7.3307 .1161 .1534
3736 14.9983 3.6090 400.0000 0.1556 0 15 0.7436 0 6 0.0104 7.0725 5.8753 .1812 .8882
3534 5.8173 1.4765 400.0000 1.3819 0 16 0.8548 0 16 0.2376 4.3670 4.2625 .4175 .4062
3422 6.0122 1.5213 400.0000 1.3709 0 16 0.7147 0 16 0.2280 4.2625 3.6447 .4062 .6117
3130 13.5508 2.2744 300.0000 0.2342 0 15 0.4031 0 8 0.0173 7.5261 5.8753 .0869 .5842
3024 0.4621 2.9058 450.0000 0.4502 0 30 2.9623 0 31 0.9741 5.8753 4.1980 3.722 2.973
3036 6.7857 1.4251 400.0000 1.0492 0 16 0.3785 0 16 0.1546 5.8753 5.8660 .6382 .8649
2827 15.5945 3.7524 400.0000 0.2695 0 15 1.0871 0 15 0.0173 8.3864 6.7857 .2159 .2144
2726 18.5574 3.1124 300.0000 0.5270 0 15 0.2265 0 6 0.0284 6.7372 6.7405 .1241 .8017
2629 2.4524 0.5150 400.0000 0.5334 0 15 0.3943 0 15 0.2175 6.7405 6.5570 .6013 .3924
2930 11.6053 2.4373 400.0000 0.9462 0 15 0.9629 0 9 0.0815 6.5570 5.8753 .3924 .6382
2725 0.2218 2.0080 375.0000 0.2606 0 5 2.3889 0 5 1.1749 6.7372 5.7127 3.699 2.247
2524 0.2779 2.5163 375.0000 0.2530 0 6 2.4511 0 5 0.9105 5.7127 4.1980 2.247 3.568
2422 0.8401 2.9711 600.0000 0.6599 0 30 2.3281 0 30 0.7856 4.1981 3.6447 2.680 2.974
L575 4.4056 1.1111 300.0000 0.4897 0 13 0.5396 0 13 0.1111 4.8372 3.6447 .4573 .8156
2117 10.3655 2.0976 500.0000 0.2257 0 14 0.4628 0 9 0.0218 3.1619 3.1615 .3238 .4231
1714B 8.1188 0.9553 500.0000 1.7625 0 18 0.4608 0 18 0.2171 3.1615 3.1215 .6231 .6430
1716 3.1532 3.6415 1050.000 2.0621 0 11 2.3711 0 12 0.6540 3.1615 3.1651 1.344 1.728
1615 0.7725 1.7486 750.0000 1.2166 0 12 2.7374 0 12 1.5749 3.1645 2.4844 2.432 1.699
1614A 0.7872 1.7819 750.0000 0.8491 0 11 1.9148 0 11 1.0786 3.1645 2.8960 2.019 1.728
4514B 28.0567 3.5017 450.0000 0.9821 0 16 0.9544 0 9 0.0350 3.6620 3.1215 .3600 .6034
4515 0.1942 2.7467 300.0000 0.1742 0 39 2.4359 0 39 0.8974 3.6620 2.4844 3.873 4.248
1502 0.6052 1.1322 825.0000 1.3665 0 12 2.7097 0 10 2.2578 2.4850 1.9713 1.545 1.116
14A13 16.6072 0.8411 1700.000 -3.3389 0 18 -0.5979 0 18 -0.2011 2.8960 2.6966 .6094 .6450
1312 15.7543 0.6101 1400.000 3.3439 0 18 0.5564 0 17 0.2123 2.6966 2.5373 .5976 .6123
1211 22.0747 0.6694 1700.000 3.1477 0 20 0.3580 0 19 0.1426 2.5373 2.3421 .5043 .5895
1103 34.9730 0.7240 2000.000 3.3557 0 21 0.4163 0 21 0.0959 2.3421 2.0123 .5010 .4562
0912 7.4604 1.8954 400.0000 0.0980 0 15 0.0583 0 14 0.0131 3.5290 2.5373 .0725 1.343 *
0908 0.1628 1.4741 375.0000 0.1339 0 8 1.1998 0 8 0.8227 3.5290 3.0527 2.744 2.807
0811 6.0914 1.5476 400.0000 0.2161 0 15 0.4052 0 12 0.0355 3.0527 2.3421 .1317 .8552
0804 0.2208 1.3886 450.0000 0.2382 0 7 1.4885 0 7 1.0785 3.0527 2.8734 2.339 2.607
0201 142.3584 2.9703 2000.000 5.6302 0 21 1.3700 0 32 0.0395 1.9713 1.8528 .4607 .4614
5248 8.1651 1.4277 200.0000 0.2320 0 17 0.3469 0 17 0.0284 7.0343 4.8265 .1715 .1324
4845 2.5500 1.2922 200.0000 0.3433 0 15 0.3312 0 15 0.1346 4.6596 3.6620 .2982 .8099
4250 11.5986 1.2184 200.0000 0.3098 0 15 0.1732 0 14 0.0267 7.3307 5.7642 .1534 .3209
5338 8.7547 1.3127 200.0000 0.1535 0 15 0.1080 0 9 0.0175 8.5254 6.0961 .1271 .4803
3851 5.0145 1.3130 200.0000 0.0000 0 0 0.0000 0 0 0.0000 6.0961 4.8233 .0000 .0000
4746o 17.3588 2.8540 400.0000 0.4369 0 15 1.0239 0 15 0.0252 4.7080 4.1179 .2700 .2947
4746u 0.1498 2.1194 300.0000 0.1018 0 11 1.4269 0 4 0.6797 4.7080 4.1179 3.693 3.726
4645o 15.8729 2.3953 400.0000 0.4337 0 16 0.5993 0 13 0.0273 4.1179 3.6620 .2947 .4050
4645u 0.1105 1.5637 300.0000 0.0990 0 13 1.3766 0 13 0.8955 4.1179 3.6620 3.726 3.873
3836o 9.9729 2.0945 400.0000 0.2125 0 18 0.1230 0 20 0.0213 6.0961 5.8660 .2401 .8649
3635o 35.6736 2.3986 400.0000 1.3542 0 16 0.6514 0 16 0.0380 5.8660 5.2913 .2399 .2282
2217o 14.0423 2.7133 500.0000 1.2140 0 17 1.0388 0 26 0.0865 3.6447 3.1920 .4893 .4839
2217u 0.6241 1.4127 750.0000 1.0267 0 30 2.3119 0 30 1.6451 3.6447 3.1615 2.379 1.882
2019o 11.6942 3.9474 300.0000 0.3367 0 15 0.7590 0 11 0.0288 7.0352 6.0863 .1173 .2878
2019u 0.6375 4.0085 450.0000 0.4259 0 20 2.6643 0 20 0.6681 7.0352 6.0863 2.300 3.525
1918o 18.5045 3.0423 400.0000 0.2535 0 15 0.2375 0 15 0.0137 6.0863 3.2401 .2159 .6003
1918u 0.9440 3.3387 600.0000 0.8520 0 15 2.9858 0 15 0.9026 6.0863 3.2401 2.643 2.233
1817o 9.1593 1.0777 500.0000 0.9918 0 17 0.5796 0 14 0.1083 3.2401 3.1615 .4803 .4231
1817u 0.5070 1.7932 600.0000 0.6197 0 7 2.1829 0 7 1.2222 3.2401 3.1615 2.233 2.352
1009o 8.3091 2.9860 300.0000 0.0551 0 15 0.4084 0 15 0.0066 4.6202 3.5290 .0673 .0966
1009u 0.2415 2.1864 375.0000 0.1840 0 13 1.6509 0 6 0.7620 4.6202 3.5290 2.720 2.744
0706o 7.2322 2.5907 300.0000 0.1314 0 15 0.3781 0 14 0.0182 5.0373 4.5743 .1244 .2478
0706u 0.1248 1.7661 300.0000 0.0880 0 6 1.2317 0 4 0.7049 5.0373 4.5743 3.457 3.581
0604o 9.6606 3.5632 300.0000 0.5834 0 15 1.1585 0 15 0.0604 4.5743 2.8741 .2478 .2471
0604u 0.3116 2.8210 375.0000 0.3050 0 25 2.7421 0 26 0.9790 4.5743 2.8734 2.864 3.129
0504o 8.6316 3.1274 300.0000 0.1077 0 15 0.4889 0 10 0.0125 4.3299 2.8734 .0996 .2446
0504u 0.1541 2.1802 300.0000 0.1357 0 7 1.8948 0 7 0.8806 4.3299 2.8734 3.433 3.911
0403o 9.0589 2.2976 400.0000 0.5086 0 15 0.7451 0 15 0.0561 2.8734 2.0649 .1835 .1623
0403u 1.9283 4.3647 750.0000 1.1857 0 10 2.8450 0 9 0.6149 2.8734 2.0123 1.564 1.216
0302o 2.9365 0.3243 300.0000 2.5535 0 21 0.6648 0 21 0.8696 2.0123 1.9713 .6410 .5378
0302u 3.2556 3.6173 600.0000 0.7580 0 29 0.8409 0 29 0.2328 2.0123 1.9713 1.520 1.535
14a14bo 75.9084 3.3944 500.0000 2.6472 0 18 0.3974 0 12 0.0349 3.1215 2.8960 .2630 .7921
14a14bu 0.1368 1.9347 300.0000 0.1451 0 35 2.0268 0 35 1.0610 3.1215 2.8960 4.405 4.320
FREE # 1 Undefnd Undefnd Undefn 5.6849 0 20
*==================================================*
| 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 0.0204 0.7110 0.0057
5047 2.0833 24.2778 0.0000 333.6389 0.0821 0.8205 0.0457
5114b 2.6875 20.8611 0.0000 336.4514 0.0632 0.6329 0.0109
4342 0.1667 359.8333 0.0000 0.0000 0.0178 0.7085 0.0054
3736 0.1667 36.9063 0.0000 322.9271 0.1226 1.6631 0.0387
3534 2.3750 357.6250 0.0000 0.0000 0.1596 1.6173 0.1405
3422 2.3750 21.9722 0.0000 335.6528 0.1905 1.9473 0.1420
3130 0.1667 32.8750 0.0000 326.9583 0.0915 1.8394 0.0127
3024 0.1667 25.2653 0.0000 334.5681 0.1304 0.1639 3.4258
3036 5.3333 33.7708 320.8958 0.0000 0.1535 2.7720 0.1137
2827 0.1667 0.0000 0.0000 359.8333 0.0424 0.2481 0.0935
2726 339.4444 20.5556 0.0000 0.0000 0.1260 2.5493 0.0286
2629 0.2500 359.7500 0.0000 0.0000 0.1052 1.3538 0.0783
2930 0.2500 32.8472 0.0000 326.9028 0.1045 1.3514 0.1445
2725 0.1667 359.8333 0.0000 0.0000 0.1127 0.1139 2.1451
2524 0.1667 37.6151 0.0000 322.2183 0.1118 0.1146 2.0837
2422 0.1667 359.8333 0.0000 0.0000 0.1746 0.2906 3.4441
L575 0.1667 18.0556 0.0000 341.7778 0.0938 1.5935 0.0725
2117 1.5000 20.0556 0.0000 338.4444 0.1779 1.8114 0.0234
1714B 330.8889 21.8889 7.2222 0.0000 0.1635 3.8272 0.1458
1716 0.1667 357.6736 0.0000 2.1597 0.2938 0.8902 3.6231
1615 0.1667 359.8333 0.0000 0.0000 0.2281 0.4529 4.0400
1614A 2.7083 43.1667 314.1250 0.0000 0.2282 0.4620 2.3277
4514B 323.3611 27.2500 0.0000 9.3889 0.0952 2.1120 0.1022
4515 0.1667 359.8333 0.0000 0.0000 0.0907 0.0728 2.4972
1502 0.1667 359.8333 0.0000 0.0000 0.2383 0.5466 2.5941
14A13 113.3750 246.6250 0.0000 0.0000 0.3713 5.5847 0.6375
1312 113.4583 246.5417 0.0000 0.0000 0.3194 6.2986 0.4552
1211 3.6250 356.3750 0.0000 0.0000 0.4635 8.8876 0.3296
1103 0.1667 359.8333 0.0000 0.0000 0.3480 8.0618 0.3984
0912 347.6528 12.3472 0.0000 0.0000 0.1821 1.9201 0.0109
0908 0.1667 359.8333 0.0000 0.0000 0.1049 0.1136 1.2307
0811 345.0278 10.1111 0.0000 4.8611 0.1570 1.6347 0.0232
0804 0.1667 359.8333 0.0000 0.0000 0.1295 0.1634 1.3225
0201 0.1667 359.8333 0.0000 0.0000 0.3533 6.6703 0.8724
5248 0.1667 0.0000 0.0000 359.8333 0.0225 0.6707 0.0104
4845 2.5000 36.5417 0.0000 320.9583 0.1031 1.0391 0.0366
4250 0.1667 357.9167 0.0000 1.9167 0.0365 1.8228 0.0080
5338 0.1667 357.8958 0.0000 1.9375 0.0471 1.6473 0.0056
3851 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
4746o 335.1944 21.6667 0.0000 3.1389 0.0558 0.4310 0.1145
4746u 0.1667 359.8333 0.0000 0.0000 0.0839 0.0729 1.5685
4645o 334.5556 25.4444 0.0000 0.0000 0.0572 0.7468 0.0813
4645u 0.1667 359.8333 0.0000 0.0000 0.0840 0.0728 1.5531
3836o 2.1250 357.8750 0.0000 0.0000 0.1083 1.8237 0.0263
3635o 334.5278 0.0000 0.0000 25.4722 0.0498 2.0789 0.0610
2217o 337.9167 3.7963 0.0000 18.2870 0.0880 1.3298 0.2221
2217u 0.1667 359.8333 0.0000 0.0000 0.2172 0.4631 3.4256
2019o 349.0222 8.4167 0.0000 2.5611 0.0569 0.5661 0.0357
2019u 0.1667 359.8333 0.0000 0.0000 0.1355 0.1664 2.5988
1918o 349.5741 10.4259 0.0000 0.0000 0.0667 1.0958 0.0381
1918u 0.1667 359.8333 0.0000 0.0000 0.1679 0.2912 4.3607
1817o 336.5486 14.3056 0.0000 9.1458 0.0943 1.8720 0.1207
1817u 0.1667 359.8333 0.0000 0.0000 0.1821 0.2948 2.1692
1009o 353.1667 6.8333 0.0000 0.0000 0.0216 0.1351 0.0100
1009u 0.1667 359.8333 0.0000 0.0000 0.1089 0.1139 1.6873
0706o 344.2500 15.7500 0.0000 0.0000 0.0442 0.3481 0.0211
0706u 0.1667 359.8333 0.0000 0.0000 0.0902 0.0726 1.2487
0604o 340.1181 0.0000 0.0000 19.8819 0.0588 0.5040 0.0859
0604u 0.1667 359.8333 0.0000 0.0000 0.1049 0.1135 2.7008
0504o 348.2500 8.7500 0.0000 3.0000 0.0407 0.3174 0.0175
0504u 0.1667 359.8333 0.0000 0.0000 0.0839 0.0730 1.8656
0403o 350.1250 0.0278 0.0000 9.8472 0.0687 0.6827 0.0515
0403u 0.1667 359.8333 0.0000 0.0000 0.2200 0.4591 2.5282
0302o 340.8611 10.6222 0.0000 8.5167 0.1339 3.8421 0.1175
0302u 0.1667 359.8333 0.0000 0.0000 0.3110 0.9868 0.6717
14a14bo 337.6667 20.6667 0.0000 1.6667 0.1660 8.8618 0.0789
14a14bu 2.6875 357.3125 0.0000 0.0000 0.0840 0.0727 1.8980
*===========================================*
| 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 0.0065 139.5675 0.0004 0.9989 0.1638 0.0043 0.1256 3.7297
5047 0.0248 536.6891 0.0012 0.9843 1.0569 0.0138 0.1373 0.0350
5114b 0.0041 89.3804 0.0002 0.9797 0.9715 0.0076 0.0754 0.0350
4342 0.0063 136.5428 0.0004 0.9989 0.1934 0.0034 0.1115 3.7297
3736 0.0067 143.6853 0.0004 0.9989 0.9493 0.0224 0.2800 1.6577
3534 0.0343 740.9325 0.0033 0.9822 0.2166 0.0150 0.1500 0.0350
3422 0.0347 749.3371 0.0033 0.9821 0.4384 0.0191 0.1928 0.0450
3130 0.0100 215.6088 0.0005 0.9989 0.8628 0.0140 0.2796 2.9009
3024 0.0514 1109.4441 0.0016 0.9989 1.4460 0.0490 0.0483 1.0775
3036 0.0078 168.5498 0.0042 0.9674 0.0137 0.0525 0.6178 0.0205
2827 0.0112 242.1434 0.0007 0.9989 1.3054 0.0081 0.0314 1.6577
2726 0.0133 288.0719 0.0013 0.1483 0.0432 0.0335 0.2485 0.0200
2629 0.0157 339.7673 0.0013 0.9989 0.1737 0.0201 0.1358 2.9009
2930 0.0342 738.1866 0.0023 0.9989 0.6866 0.0212 0.1833 1.6577
2725 0.0177 382.2332 0.0007 0.9989 1.2015 0.0295 0.0243 1.0775
2524 0.0174 376.9087 0.0008 0.9958 1.6718 0.0283 0.0236 0.0243
2422 0.0691 1492.6605 0.0028 0.9989 0.8526 0.0649 0.0835 1.0775
L575 0.0170 368.0634 0.0012 0.9989 0.5680 0.0148 0.1683 3.7297
2117 0.0096 207.4240 0.0009 0.9901 0.8663 0.0187 0.1877 0.0200
1714B 0.0324 699.2031 0.0054 0.2049 0.0178 0.0210 0.4116 0.0209
1716 0.1773 3829.0569 0.0071 0.9989 1.0294 0.0924 0.2146 See the original
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