Original source · versioned page text
e100y2hr.out
From the archive XPXtrm.zip, inside Further information re: stormwater modelling - REC17/0011. File date in the archive: 2017-10-09 16:10.
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 90.0000
N53 50.0000 50.0000 0.0000
N52 50.0000 50.0000 0.0000
N38 2.5752 6.4379 5.0000
N51 3.2218 8.0545 340.0000
N48 2.8877 7.2192 35.0000
N50 2.5094 6.2736 50.0000
N47 1.8220 4.5551 1555.0000
N46 2.7586 6.8964 95.0000
N45 0.9615 2.4037 14415.0000
N43 50.0000 50.0000 0.0000
N42 50.0000 50.0000 0.0000
N37 50.0000 50.0000 0.0000
N36 2.1257 5.3143 20.0000
N35 3.7497 9.3743 0.0000
N34 50.0000 50.0000 0.0000
N31 50.0000 50.0000 0.0000
N30 0.2887 0.7217 1180.0000
N29 50.0000 50.0000 0.0000
N28 50.0000 50.0000 0.0000
N27 2.5173 6.2933 55.0000
N26 50.0000 50.0000 0.0000
N25 3.9567 9.8918 295.0000
N24 0.8686 2.1716 10.0000
N23 21.2208 50.0000 0.0000
N22 1.2523 3.1307 120.0000
N21 1.8924 4.7311 100.0000
N20 1.1571 2.8927 175.0000
N19 0.4394 1.0984 370.0000
N18 1.8107 4.5267 595.0000
N17 5.5208 13.8020 0.0000
N16 3.3880 8.4699 50.0000
N15 9.7659 24.4148 0.0000
N14B 1.2173 3.0434 85.0000
N14A 13.2710 33.1775 0.0000
N13 46.0471 50.0000 0.0000
N12 35.4591 50.0000 0.0000
N11 48.6806 50.0000 0.0000
N10 1.4015 3.5037 440.0000
N9 1.5260 3.8151 95.0000
N8 0.6783 1.6957 390.0000
N7 1.6917 4.2292 160.0000
N6 2.0647 5.1616 525.0000
N5 1.1675 2.9189 350.0000
N4 2.2332 5.5829 0.0000
N3 34.4658 50.0000 0.0000
N2 30.8090 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 6.7500 -0.0013 0.0299 Normal Soln
5047 35.0095 35.0095 50.0000 0.0000 0.0017 0.2572 Normal Soln
5114b 50.0000 50.0000 50.0000 0.0000 0.0012 0.0640 Normal Soln
4342 50.0000 50.0000 50.0000 0.0000 0.0008 0.0255 Normal Soln
3736 36.3954 36.3954 50.0000 0.0000 0.0012 0.0247 Normal Soln
3534 5.1816 5.1816 13.0928 0.0000 0.0071 0.3671 Normal Soln
3422 20.9398 20.9398 50.0000 0.0000 0.0075 0.3541 Normal Soln
3130 50.0000 50.0000 50.0000 0.0000 0.0035 0.0427 Normal Soln
3024 7.4198 7.4198 17.3319 0.0000 -0.0195 2.2860 Normal Soln
3036 12.0790 12.0790 50.0000 0.0000 0.0053 0.3240 Normal Soln
2827 30.2137 30.2137 48.5224 0.0000 0.0015 0.0411 Normal Soln
2726 8.3262 8.3262 50.0000 0.0000 0.0122 0.0653 Normal Soln
2629 34.0039 34.0039 50.0000 0.0000 0.0022 0.3818 Normal Soln
2930 29.6804 29.6804 50.0000 0.0000 0.0042 0.1490 Normal Soln
2725 5.0633 5.0633 13.1172 0.0000 0.0036 2.8007 Normal Soln
2524 14.4974 14.4974 32.5825 0.0000 -0.0024 2.3060 Normal Soln
2422 6.2970 6.2970 17.0209 0.0000 -0.0129 1.9514 Normal Soln
L575 47.3170 47.3170 50.0000 0.0000 0.0034 0.2279 Normal Soln
2117 7.3871 7.3871 23.3913 0.0000 0.0111 0.0954 Normal Soln
1714B 17.3899 17.3899 50.0000 0.0000 0.0346 0.4888 Normal Soln
1716 4.6241 4.6241 12.6981 0.0000 -0.0148 1.6698 Normal Soln
1615 3.9197 3.9197 9.9001 0.0000 0.0094 3.8206 Normal Soln
1614A 1.7723 1.7723 5.2708 43.5000 -0.0067 3.9520 Normal Soln
4514B 15.2359 15.2359 25.4246 0.0000 0.0165 0.0702 Normal Soln
4515 5.6807 5.6807 12.9698 0.0000 0.0037 2.2000 Normal Soln
1502 15.1659 15.1659 33.5056 0.0000 0.0131 4.7887 Normal Soln
14A13 3.9819 3.9819 17.7338 0.0000 -0.0144 0.3548 Normal Soln
1312 6.2458 6.2458 27.0884 0.0000 0.0120 0.3690 Normal Soln
1211 15.0991 15.0991 50.0000 0.0000 0.0099 0.2532 Normal Soln
1103 15.6422 15.6422 50.0000 0.0000 0.0100 0.1794 Normal Soln
0912 28.3749 28.3749 50.0000 0.0000 0.0010 0.0153 Normal Soln
0908 11.4198 11.4198 41.7342 0.0000 0.0033 3.4066 Normal Soln
0811 32.5794 32.5794 50.0000 0.0000 0.0034 0.0685 Normal Soln
0804 10.8006 10.8006 33.3670 0.0000 -0.0039 3.9599 Normal Soln
0201 3.0584 3.0584 7.3213 252.2500 -0.2094 0.1133 Normal Soln
5248 50.0000 50.0000 50.0000 0.0000 0.0008 0.0584 Normal Soln
4845 47.1403 47.1403 50.0000 0.0000 0.0196 0.2362 Normal Soln
4250 50.0000 50.0000 50.0000 0.0000 0.0010 0.0447 Normal Soln
5338 50.0000 50.0000 50.0000 0.0000 0.0007 0.0312 Normal Soln
3851 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
4746o 15.4314 15.4314 27.1475 0.0000 0.0023 0.0374 Normal Soln
4746u 5.3218 5.3218 17.6778 0.0000 -0.0027 1.6575 Normal Soln
4645o 25.0746 25.0746 50.0000 0.0000 0.0023 0.0414 Normal Soln
4645u 6.9989 6.9989 23.9672 0.0000 -0.0029 2.5069 Normal Soln
3836o 30.9269 30.9269 50.0000 0.0000 0.0016 0.0440 Normal Soln
3635o 16.3961 16.3961 34.5133 0.0000 0.0079 0.0573 Normal Soln
2217o 18.2298 18.2298 33.7562 0.0000 0.0074 0.1361 Normal Soln
2217u 5.5511 5.5511 15.7053 0.0000 -0.0253 3.7884 Normal Soln
2019o 23.6785 23.6785 39.0851 0.0000 0.0033 0.0334 Normal Soln
2019u 5.1575 5.1575 11.6759 0.0000 -0.0048 2.0033 Normal Soln
1918o 50.0000 50.0000 50.0000 0.0000 0.0007 0.0028 Normal Soln
1918u 16.0618 16.0618 37.0611 0.0000 -0.1145 2.5721 Normal Soln
1817o 14.7221 14.7221 38.4334 0.0000 0.0075 0.2177 Normal Soln
1817u 3.9925 3.9925 10.0259 0.0000 -0.0082 3.8629 Normal Soln
1009o 50.0000 50.0000 50.0000 0.0000 -0.0005 0.0015 Normal Soln
1009u 10.4125 10.4125 30.4202 0.0000 0.0019 2.6255 Normal Soln
0706o 32.0741 32.0741 50.0000 0.0000 0.0124 0.0388 Normal Soln
0706u 6.7990 6.7990 24.6384 0.0000 0.0025 2.2277 Normal Soln
0604o 33.0083 33.0083 50.0000 0.0000 0.0031 0.1170 Normal Soln
0604u 9.6546 9.6546 20.6401 0.0000 0.0064 2.8305 Normal Soln
0504o 50.0000 50.0000 50.0000 0.0000 0.0113 0.0182 Normal Soln
0504u 12.4691 12.4691 33.7551 0.0000 0.0025 2.9154 Normal Soln
0403o 18.0848 18.0848 40.1687 0.0000 0.0027 0.0409 Normal Soln
0403u 3.4244 3.4244 7.6704 0.0000 -0.0095 1.6085 Normal Soln
0302o 5.5411 5.5411 15.1464 0.0000 0.0117 1.6647 Normal Soln
0302u 2.7270 2.7270 11.9315 0.0000 0.0054 0.7089 Normal Soln
14a14bo 6.5536 6.5536 28.2015 0.0000 0.0160 0.0566 Normal Soln
14a14bu 1.9284 1.9284 5.4184 57.5000 -0.0061 2.7656 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...................................0201
*==================================================*
| 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/ 1.01 / 6.01/ 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/ 0.01 / 2.51/ N43/ 0.00 / 9.20/ N42/ 0.00 / 7.30/
N37/ 0.00 / 7.00/ N36/ 1.16 / 5.63/ N35/ 1.00 / 4.20/
N34/ 0.00 / 4.10/ N31/ 0.00 / 7.50/ N30/ 0.02 / 4.22/
N29/ 0.01 / 6.41/ N28/ 0.00 / 8.30/ N27/ 0.00 / 5.35/
N26/ 0.01 / 6.51/ N25/ 0.00 / 4.87/ N24/ 0.02 / 2.61/
N23/ 0.00 / 4.70/ N22/ 0.03 / 1.89/ N21/ 1.00 / 3.00/
N20/ 0.00 / 6.00/ N19/ 0.01 / 4.51/ N18/ 0.01 / 1.91/
N17/ 0.01 / 1.76/ N16/ 0.03 / 1.37/ N15/ 0.04 / 1.25/
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/ 0.01 / 1.71/
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/ 0.03 / 3534/ 0.00 /
3422/ 0.00 / 3130/ 0.01 / 3024/ 0.60 /
3036/ -0.01 / 2827/ 0.04 / 2726/ 0.00 /
2629/ 0.04 / 2930/ 0.10 / 2725/ 0.18 /
2524/ 0.22 / 2422/ 0.32 / L575/ 0.02 /
2117/ 0.01 / 1714B/ 0.00 / 1716/ 0.42 /
1615/ 0.24 / 1614A/ 0.00 / 4514B/ 0.00 /
4515/ 0.06 / 1502/ 0.26 / 14A13/ 0.00 /
1312/ 0.00 / 1211/ 0.00 / 1103/ 0.01 /
0912/ 0.00 / 0908/ 0.08 / 0811/ 0.00 /
0804/ 0.07 / 0201/ 0.12 / 5248/ 0.02 /
4845/ 0.02 / 4250/ 0.01 / 5338/ 0.00 /
3851/ 0.00 / 4746o/ 0.00 / 4746u/ 0.20 /
4645o/ 0.00 / 4645u/ 0.13 / 3836o/ 0.00 /
3635o/ 0.00 / 2217o/ 0.00 / 2217u/ 0.28 /
2019o/ 0.00 / 2019u/ 0.36 / 1918o/ 0.00 /
1918u/ 0.24 / 1817o/ 0.00 / 1817u/ 0.20 /
1009o/ 0.00 / 1009u/ 0.11 / 0706o/ 0.00 /
0706u/ 0.07 / 0604o/ 0.00 / 0604u/ 0.26 /
0504o/ 0.00 / 0504u/ 0.06 / 0403o/ 0.00 /
0403u/ 0.32 / 0302o/ 0.00 / 0302u/ 0.01 /
14a14bo/ 0.00 / 14a14bu/ 0.00 /
Conduit/ Width
5453/ 0.55 / 5047/ 0.33 / 5114b/ 0.08 /
4342/ 0.37 / 3736/ 0.02 / 3534/ 0.01 /
3422/ 0.01 / 3130/ 0.09 / 3024/ 0.18 /
3036/ 3.49 / 2827/ 0.03 / 2726/ 8.92 /
2629/ 0.57 / 2930/ 0.26 / 2725/ 0.15 /
2524/ 0.15 / 2422/ 0.25 / L575/ 0.07 /
2117/ 0.04 / 1714B/ 1.62 / 1716/ 0.41 /
1615/ 0.31 / 1614A/ 0.33 / 4514B/ 0.19 /
4515/ 0.16 / 1502/ 0.34 / 14A13/ 0.18 /
1312/ 0.00 / 1211/ 0.04 / 1103/ 0.14 /
0912/ 0.01 / 0908/ 0.15 / 0811/ 0.02 /
0804/ 0.18 / 0201/ 0.40 / 5248/ 0.48 /
4845/ 0.34 / 4250/ 0.50 / 5338/ 3.64 /
3851/ 0.05 / 4746o/ 0.01 / 4746u/ 0.12 /
4645o/ 0.13 / 4645u/ 0.12 / 3836o/ 3.54 /
3635o/ 0.01 / 2217o/ 0.42 / 2217u/ 0.30 /
2019o/ 0.06 / 2019u/ 0.18 / 1918o/ 0.09 /
1918u/ 0.24 / 1817o/ 0.14 / 1817u/ 0.24 /
1009o/ 0.00 / 1009u/ 0.15 / 0706o/ 0.05 /
0706u/ 0.12 / 0604o/ 0.07 / 0604u/ 0.15 /
0504o/ 0.07 / 0504u/ 0.12 / 0403o/ 0.03 /
0403u/ 0.29 / 0302o/ 0.04 / 0302u/ 1.50 /
14a14bo/ 0.01 / 14a14bu/ 0.17 /
Junction/ EGL
N54/ 0.00 / N53/ 0.00 / N52/ 0.00 /
N38/ 1.01 / N51/ 1.00 / N48/ 1.20 /
N50/ 1.00 / N47/ 1.00 / N46/ 0.01 /
N45/ 1.00 / N43/ 0.00 / N42/ 0.00 /
N37/ 0.00 / N36/ 1.16 / 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/ 0.01 / N24/ 0.30 /
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/ 0.01 /
Junction/ Freeboard
N54/ 1.10 / N53/ 1.50 / N52/ 3.00 /
N38/ 3.99 / N51/ 5.20 / N48/ 5.40 /
N50/ 4.30 / N47/ 6.40 / N46/ 7.00 /
N45/ 7.49 / N43/ 0.80 / N42/ 2.70 /
N37/ 3.00 / N36/ 4.37 / N35/ 5.80 /
N34/ 5.90 / N31/ 2.50 / N30/ 5.78 /
N29/ 3.59 / N28/ 1.70 / N27/ 4.65 /
N26/ 3.49 / N25/ 5.13 / N24/ 7.39 /
N23/ 5.30 / N22/ 8.11 / N21/ 7.00 /
N20/ 4.00 / N19/ 5.49 / N18/ 8.09 /
N17/ 8.24 / N16/ 8.63 / N15/ 8.75 /
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/ 8.29 /
N3/ 8.90 / N2/ 8.93 / N1/ 9.07 /
Junction/ Max Volume
N54/ 0.02 / N53/ 0.02 / N52/ 0.03 /
N38/ 1.10 / N51/ 1.02 / N48/ 1.05 /
N50/ 1.06 / N47/ 1.10 / N46/ 1.10 /
N45/ 1.15 / N43/ 0.02 / N42/ 0.03 /
N37/ 0.07 / N36/ 1.39 / N35/ 1.14 /
N34/ 0.14 / N31/ 0.02 / N30/ 1.66 /
N29/ 0.14 / N28/ 0.08 / N27/ 1.38 /
N26/ 0.21 / N25/ 0.83 / N24/ 1.59 /
N23/ 0.12 / N22/ 1.77 / N21/ 1.14 /
N20/ 1.03 / N19/ 1.54 / N18/ 1.32 /
N17/ 1.39 / N16/ 1.81 / N15/ 1.27 /
N14B/ 1.31 / N14A/ 1.25 / N13/ 0.81 /
N12/ 0.82 / N11/ 0.99 / N10/ 1.01 /
N9/ 1.02 / N8/ 1.04 / N7/ 1.03 /
N6/ 1.06 / N5/ 1.02 / N4/ 1.14 /
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/ 0.18 / 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/ 0.18 /
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/ 0.14 / 5047/ 0.12 / 5114b/ 0.03 /
4342/ 0.08 / 3736/ 0.01 / 3534/ 0.00 /
3422/ 0.01 / 3130/ 0.06 / 3024/ 0.10 /
3036/ 3.16 / 2827/ 0.01 / 2726/ 0.04 /
2629/ 0.20 / 2930/ 0.10 / 2725/ 0.01 /
2524/ 0.02 / 2422/ 0.15 / L575/ 0.02 /
2117/ 0.01 / 1714B/ 0.00 / 1716/ 0.12 /
1615/ 0.19 / 1614A/ 0.06 / 4514B/ 0.00 /
4515/ 0.09 / 1502/ 0.70 / 14A13/ 0.07 /
1312/ 0.00 / 1211/ 0.05 / 1103/ 0.25 /
0912/ 0.00 / 0908/ 0.01 / 0811/ 0.00 /
0804/ 0.02 / 0201/ 0.20 / 5248/ 0.11 /
4845/ 0.16 / 4250/ 0.12 / 5338/ 1.14 /
3851/ 0.01 / 4746o/ 0.00 / 4746u/ 0.01 /
4645o/ 0.00 / 4645u/ 0.02 / 3836o/ 7.04 /
3635o/ 0.00 / 2217o/ 0.00 / 2217u/ 0.16 /
2019o/ 0.00 / 2019u/ 0.02 / 1918o/ 0.00 /
1918u/ 0.13 / 1817o/ 0.00 / 1817u/ 0.04 /
1009o/ 0.00 / 1009u/ 0.01 / 0706o/ 0.00 /
0706u/ 0.01 / 0604o/ 0.00 / 0604u/ 0.03 /
0504o/ 0.00 / 0504u/ 0.01 / 0403o/ 0.00 /
0403u/ 0.01 / 0302o/ 0.00 / 0302u/ 0.44 /
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/ 0.03 / 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/ 0.03 /
3635o/ 0.00 / 2217o/ 0.00 / 2217u/ 0.02 /
2019o/ 0.00 / 2019u/ 0.00 / 1918o/ 0.00 /
1918u/ 0.01 / 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/ 4.22/ 2.88/
3036/ 5.63/ 5.63 2827/ 8.30/ 6.70 2726/ 6.51/ 6.51/
2629/ 6.51/ 6.41 2930/ 6.41/ 5.62 2725/ 5.35/ 4.87/
2524/ 4.87/ 2.86 2422/ 2.61/ 1.89 L575/ 4.70/ 3.40/
2117/ 3.00/ 2.95 1714B/ 1.80/ 1.80 1716/ 1.76/ 1.37/
1615/ 1.37/ 1.25 1614A/ 1.65/ 1.65 4514B/ 1.80/ 1.80/
4515/ 2.51/ 1.25 1502/ 1.25/ 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/ 1.71 0201/ 1.07/ 0.93 5248/ 7.00/ 4.80/
4845/ 4.60/ 3.50 4250/ 7.30/ 5.70 5338/ 8.50/ 6.01/
3851/ 6.01/ 4.80 4746o/ 3.00/ 3.00 4746u/ 3.60/ 3.00/
4645o/ 2.51/ 2.51 4645u/ 3.00/ 2.51 3836o/ 6.01/ 5.63/
3635o/ 4.20/ 4.20 2217o/ 1.76/ 1.76 2217u/ 1.89/ 1.76/
2019o/ 4.51/ 4.51 2019u/ 6.00/ 4.51 1918o/ 1.91/ 1.91/
1918u/ 4.51/ 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/ 1.71/ 1.71 0604u/ 3.50/ 1.71/
0504o/ 1.71/ 1.71 0504u/ 3.30/ 1.71 0403o/ 1.10/ 1.10/
0403u/ 1.71/ 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........ 9098
Total number of time steps during simulation.... 6963
Ratio of actual # of time steps / NTCYC......... 1.612
Average number of iterations per time step...... 1.307
Average time step size(seconds)................ 3.102
Smallest time step size(seconds)................ 0.500
Largest time step size(seconds)................ 5.000
Average minimum Conduit Courant time step (sec). 4.102
Average minimum implicit time step (sec)........ 1.784
Average minimum junction time step (sec)........ 1.784
Average Courant Factor Tf....................... 1.784
Number of times omega reduced................... 60
*=========================================================*
| 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 1.04 7207 0 4 0 0 0
N53 0 1.05 7301 0 4 0 0 0
N52 0 1.11 7750 0 8 0 0 0
N38 0 1.09 7616 0 17 1 0 0
N51 0 1.04 7232 1 20 1 0 0
N48 0 1.12 7813 1 27 1 1 0
N50 0 1.16 8071 1 22 1 0 0
N47 0 1.26 8767 0 9 0 0 0
N46 0 1.29 8984 0 7 0 0 0
N45 0 1.36 9477 4 14 3 0 0
N43 0 1.05 7286 0 4 0 0 0
N42 0 1.13 7881 0 6 0 0 0
N37 0 1.10 7643 0 7 0 0 0
N36 0 1.45 10121 0 8 0 0 0
N35 0 1.29 9017 1 8 0 0 0
N34 0 1.33 9227 0 17 1 0 0
N31 0 1.15 8002 0 13 1 0 0
N30 0 1.49 10365 0 16 2 0 0
N29 0 1.28 8911 0 7 0 0 0
N28 0 1.13 7884 0 7 0 0 0
N27 0 1.46 10135 0 22 2 0 0
N26 0 1.33 9243 0 9 0 0 0
N25 0 1.16 8043 0 6 0 0 0
N24 0 1.28 8928 1 8 0 0 0
N23 0 1.21 8423 0 8 0 0 0
N22 0 1.58 10982 11 12 1 0 0
N21 0 1.45 10068 1 19 1 0 0
N20 0 1.24 8624 2 23 2 0 0
N19 0 1.33 9284 1 8 0 0 0
N18 0 1.45 10086 1 8 0 0 0
N17 0 1.90 13207 0 10 1 0 0
N16 0 1.47 10268 0 14 8 0 0
N15 0 1.24 8632 0 7 0 0 0
N14B 0 1.76 12238 1 18 2 0 0
N14A 0 1.64 11423 8 17 27 0 0
N13 0 1.44 9992 0 7 0 0 0
N12 0 1.35 9402 0 7 0 0 0
N11 0 1.42 9899 0 11 1 0 0
N10 0 1.15 8037 0 6 0 0 0
N9 0 1.24 8649 0 7 0 0 0
N8 0 1.29 8977 1 15 2 0 0
N7 0 1.17 8118 1 10 1 0 0
N6 0 1.38 9621 6 9 0 0 0
N5 0 1.14 7956 0 15 1 0 0
N4 0 1.54 10709 0 27 2 1 0
N3 0 1.78 12385 3 8 0 0 0
N2 0 1.62 11303 0 8 0 0 0
N1 0 1.47 10237 15 20 11 0 0
Total number of iterations for all junctions.. 441424
Minimum number of possible iterations......... 334224
Efficiency of the simulation.................. 1.32
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 8.9224 0 36 0.0000 1.0776 1.0000 0.0000 0.0000 0.0000
N53 10.0000 8.7000 8.5228 0 36 0.0000 1.4772 1.0000 0.0000 0.0000 0.0000
N52 10.0000 7.2000 7.0319 0 39 0.0000 2.9681 1.0000 0.0000 0.0000 0.0000
N38 10.0000 6.4000 6.0969 0 41 0.0000 3.9031 1.0000 0.0000 0.0000 0.0000
N51 10.0000 5.0000 4.8201 0 35 0.0000 5.1799 1.0000 0.0000 0.0000 0.0000
N48 10.0000 5.0000 4.6530 0 37 0.0000 5.3470 1.0000 0.0000 0.0000 0.0000
N50 10.0000 5.9000 5.7568 0 40 0.0000 4.2432 1.0000 0.0000 0.0000 0.0000
N47 10.0000 5.0000 4.6953 0 40 0.0000 5.3047 1.0000 0.0000 0.0000 0.0000
N46 10.0000 4.4000 4.1048 0 40 0.0000 5.8952 1.0000 0.0000 0.0000 0.0000
N45 10.0000 3.9500 3.6547 0 40 0.0000 6.3453 1.0000 0.0000 0.0000 0.0000
N43 10.0000 9.4000 9.2210 0 35 0.0000 0.7790 1.0000 0.0000 0.0000 0.0000
N42 10.0000 7.5000 7.3275 0 37 0.0000 2.6725 1.0000 0.0000 0.0000 0.0000
N37 10.0000 7.4000 7.0666 0 35 0.0000 2.9334 1.0000 0.0000 0.0000 0.0000
N36 10.0000 6.1700 5.8582 0 37 0.0000 4.1418 1.0000 0.0000 0.0000 0.0000
N35 10.0000 5.6000 4.3409 0 37 0.0000 5.6591 1.0000 0.0000 0.0000 0.0000
N34 10.0000 4.5000 4.2373 0 37 0.0000 5.7627 1.0000 0.0000 0.0000 0.0000
N31 10.0000 7.8000 7.5228 0 35 0.0000 2.4772 1.0000 0.0000 0.0000 0.0000
N30 10.0000 6.0200 5.8624 0 36 0.0000 4.1376 1.0000 0.0000 0.0000 0.0000
N29 10.0000 6.8000 6.5365 0 36 0.0000 3.4635 1.0000 0.0000 0.0000 0.0000
N28 10.0000 8.7000 8.3795 0 35 0.0000 1.6205 1.0000 0.0000 0.0000 0.0000
N27 10.0000 7.1000 6.7286 0 35 0.0000 3.2714 1.0000 0.0000 0.0000 0.0000
N26 10.0000 6.9000 6.7080 0 36 0.0000 3.2920 1.0000 0.0000 0.0000 0.0000
N25 10.0000 5.2450 5.7044 0 39 0.4594 4.2956 1.0000 0.0000 0.0000 0.0000
N24 10.0000 3.3100 4.1828 0 40 0.8728 5.8172 1.0000 0.0000 0.0000 0.0000
N23 10.0000 5.0000 4.8207 0 33 0.0000 5.1793 1.0000 0.0000 0.0000 0.0000
N22 10.0000 3.9000 3.6258 0 40 0.0000 6.3742 1.0000 0.0000 0.0000 0.0000
N21 10.0000 3.5000 3.1423 0 40 0.0000 6.8577 1.0000 0.0000 0.0000 0.0000
N20 10.0000 7.3000 7.0254 0 35 0.0000 2.9746 1.0000 0.0000 0.0000 0.0000
N19 10.0000 6.4000 6.0361 0 37 0.0000 3.9639 1.0000 0.0000 0.0000 0.0000
N18 10.0000 3.5000 3.2225 0 40 0.0000 6.7775 1.0000 0.0000 0.0000 0.0000
N17 10.0000 3.4500 3.1421 0 40 0.0000 6.8579 1.0000 0.0000 0.0000 0.0000
N16 10.0000 2.4000 3.1459 0 40 0.7459 6.8541 1.0000 0.0000 0.0000 0.0000
N15 10.0000 2.0350 2.4787 0 42 0.4437 7.5213 1.0000 0.0000 0.0000 0.0000
N14B 10.0000 3.4900 3.1126 0 41 0.0000 6.8874 1.0000 0.0000 0.0000 0.0000
N14A 10.0000 3.3000 2.8520 0 41 0.0000 7.1480 1.0000 0.0000 0.0000 0.0000
N13 10.0000 3.5600 2.6699 0 41 0.0000 7.3301 1.0000 0.0000 0.0000 0.0000
N12 10.0000 3.3800 2.5025 0 43 0.0000 7.4975 1.0000 0.0000 0.0000 0.0000
N11 10.0000 3.3400 2.3251 0 44 0.0000 7.6749 1.0000 0.0000 0.0000 0.0000
N10 10.0000 4.9000 4.6054 0 35 0.0000 5.3946 1.0000 0.0000 0.0000 0.0000
N9 10.0000 3.9000 3.5186 0 36 0.0000 6.4814 1.0000 0.0000 0.0000 0.0000
N8 10.0000 3.4000 3.0426 0 35 0.0000 6.9574 1.0000 0.0000 0.0000 0.0000
N7 10.0000 5.3000 5.0290 0 35 0.0000 4.9710 1.0000 0.0000 0.0000 0.0000
N6 10.0000 4.8000 4.5592 0 35 0.0000 5.4408 1.0000 0.0000 0.0000 0.0000
N5 10.0000 4.6000 4.3206 0 35 0.0000 5.6794 1.0000 0.0000 0.0000 0.0000
N4 10.0000 3.2000 2.8416 0 36 0.0000 7.1584 1.0000 0.0000 0.0000 0.0000
N3 10.0000 3.1000 2.0071 0 44 0.0000 7.9929 1.0000 0.0000 0.0000 0.0000
N2 10.0000 3.0500 1.9662 0 44 0.0000 8.0338 1.0000 0.0000 0.0000 0.0000
N1 10.0000 2.9300 1.8454 0 44 0.0000 8.1546 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 0.1051 0 36 0.1696 0 35 0.0127 8.9224 7.0319 .1122 .1595
5047 2.8812 1.4600 200.0000 0.3576 0 40 0.4916 0 41 0.1241 5.7568 4.6953 .2839 .4765
5114b 3.5733 1.8108 200.0000 0.0788 0 35 0.3682 0 25 0.0221 4.8201 3.1126 .1005 .5628
4342 10.3858 1.3631 200.0000 0.1076 0 35 0.1820 0 0 0.0104 9.2210 7.3275 .1052 .1373
3736 14.9983 3.6090 400.0000 0.1246 0 35 0.7192 0 15 0.0083 7.0666 5.8624 .1664 .8561
3534 5.8173 1.4765 400.0000 1.0418 0 37 0.7638 0 37 0.1791 4.3409 4.2373 .3522 .3432
3422 6.0122 1.5213 400.0000 1.0375 0 37 0.6125 0 37 0.1726 4.2373 3.6258 .3432 .5645
3130 13.5508 2.2744 300.0000 0.1874 0 35 0.3682 0 23 0.0138 7.5228 5.8624 .0760 .5415
3024 0.4621 2.9058 450.0000 0.4513 1 18 2.9431 1 22 0.9766 5.8624 4.1828 3.694 2.939
3036 6.7857 1.4251 400.0000 0.6976 0 36 0.2690 0 36 0.1028 5.8624 5.8582 .6061 .8456
2827 15.5945 3.7524 400.0000 0.2162 0 35 1.0305 0 35 0.0139 8.3795 6.7794 .1988 .1985
2726 18.5574 3.1124 300.0000 0.3746 0 35 0.1767 0 35 0.0202 6.7286 6.7080 .0954 .6933
2629 2.4524 0.5150 400.0000 0.3609 0 36 0.3506 0 36 0.1472 6.7080 6.5365 .5200 .3413
2930 11.6053 2.4373 400.0000 0.6806 0 36 0.8574 0 23 0.0586 6.5365 5.8624 .3413 .6061
2725 0.2218 2.0080 375.0000 0.2559 0 14 2.2904 0 14 1.1538 6.7286 5.7044 3.676 2.225
2524 0.2779 2.5163 375.0000 0.2527 0 14 2.4553 0 13 0.9093 5.7044 4.1828 2.225 3.527
2422 0.8401 2.9711 600.0000 0.6498 0 18 2.2913 0 18 0.7736 4.1828 3.6258 2.654 2.943
L575 4.4056 1.1111 300.0000 0.3613 0 33 0.5012 0 33 0.0820 4.8207 3.6258 .4023 .7526
2117 10.3655 2.0976 500.0000 0.1847 0 34 0.4275 0 24 0.0178 3.1423 3.1421 .2846 .3841
1714B 8.1188 0.9553 500.0000 1.3474 0 40 0.3862 0 40 0.1660 3.1421 3.1126 .5841 .6251
1716 3.1532 3.6415 1050.000 2.0535 0 33 2.3650 0 33 0.6512 3.1421 3.1461 1.325 1.710
1615 0.7725 1.7486 750.0000 1.2125 0 34 2.7277 0 34 1.5697 3.1451 2.4785 2.406 1.691
1614A 0.7872 1.7819 750.0000 0.8424 0 33 1.8991 0 33 1.0702 3.1451 2.8520 1.993 1.669
4514B 28.0567 3.5017 450.0000 0.7882 0 40 0.9440 0 21 0.0281 3.6547 3.1126 .3438 .5835
4515 0.1942 2.7467 300.0000 0.1763 2 0 2.4674 2 0 0.9081 3.6547 2.4785 3.849 4.228
1502 0.6052 1.1322 825.0000 1.3631 0 33 2.6866 0 24 2.2521 2.4787 1.9662 1.537 1.110
14A13 16.6072 0.8411 1700.000 -2.8450 0 42 -0.5651 0 42 -0.1713 2.8520 2.6699 .5835 .6293
1312 15.7543 0.6101 1400.000 2.8460 0 42 0.5168 0 39 0.1807 2.6699 2.5025 .5785 .5875
1211 22.0747 0.6694 1700.000 2.7724 0 43 0.3309 0 42 0.1256 2.5025 2.3251 .4838 .5795
1103 34.9730 0.7240 2000.000 3.1237 0 44 0.4026 0 44 0.0893 2.3251 2.0071 .4926 .4536
0912 7.4604 1.8954 400.0000 0.0468 0 36 0.0285 0 36 0.0063 3.5186 2.5025 .0464 1.256 *
0908 0.1628 1.4741 375.0000 0.1337 0 24 1.1981 0 24 0.8215 3.5186 3.0426 2.716 2.780
0811 6.0914 1.5476 400.0000 0.1520 0 35 0.2443 0 26 0.0249 3.0426 2.3251 .1066 .8128
0804 0.2208 1.3886 450.0000 0.2401 0 28 1.5002 0 28 1.0870 3.0426 2.8416 2.317 2.537
0201 142.3584 2.9703 2000.000 5.5412 0 44 1.3659 1 5 0.0389 1.9662 1.8454 .4581 .4577
5248 8.1651 1.4277 200.0000 0.1946 0 39 0.3228 0 42 0.0238 7.0319 4.8246 .1595 .1229
4845 2.5500 1.2922 200.0000 0.2822 0 37 0.3101 0 13 0.1107 4.6530 3.6547 .2650 .7735
4250 11.5986 1.2184 200.0000 0.2368 0 37 0.1534 0 36 0.0204 7.3275 5.7568 .1373 .2839
5338 8.7547 1.3127 200.0000 0.1163 0 36 0.1692 0 0 0.0133 8.5228 6.0969 .1142 .4844
3851 5.0145 1.3130 200.0000 0.0000 0 0 0.0000 0 0 0.0000 6.0969 4.8201 .0000 .0000
4746o 17.3588 2.8540 400.0000 0.3119 0 40 0.9209 0 35 0.0180 4.6953 4.1048 .2382 .2619
4746u 0.1498 2.1194 300.0000 0.1016 0 24 1.4142 0 21 0.6781 4.6953 4.1048 3.651 3.682
4645o 15.8729 2.3953 400.0000 0.3193 0 40 0.5668 0 34 0.0201 4.1048 3.6547 .2619 .3867
4645u 0.1105 1.5637 300.0000 0.0990 0 26 1.3770 0 27 0.8954 4.1048 3.6547 3.682 3.849
3836o 9.9729 2.0945 400.0000 0.2180 0 41 0.1262 0 42 0.0219 6.0969 5.8582 .2422 .8456
3635o 35.6736 2.3986 400.0000 1.0107 0 37 0.5795 0 37 0.0283 5.8582 5.2829 .2206 .2073
2217o 14.0423 2.7133 500.0000 0.9496 0 40 1.0379 0 52 0.0676 3.6258 3.1748 .4516 .4497
2217u 0.6241 1.4127 750.0000 0.9899 1 3 2.2287 1 3 1.5861 3.6258 3.1421 2.354 1.856
2019o 11.6942 3.9474 300.0000 0.1958 0 35 0.7711 0 35 0.0167 7.0254 6.0361 .0847 .1203
2019u 0.6375 4.0085 450.0000 0.4116 0 44 2.5719 0 44 0.6456 7.0254 6.0361 2.278 3.413
1918o 18.5045 3.0423 400.0000 0.0259 0 37 0.0323 0 36 0.0014 6.0361 3.2225 .0902 .5561
1918u 0.9440 3.3387 600.0000 0.8466 0 36 2.9681 0 36 0.8969 6.0361 3.2225 2.560 2.204
1817o 9.1593 1.0777 500.0000 0.8038 0 40 0.5724 0 35 0.0878 3.2225 3.1421 .4449 .3841
1817u 0.5070 1.7932 600.0000 0.6230 0 21 2.1943 0 21 1.2287 3.2225 3.1421 2.204 2.320
1009o 8.3091 3.0063 300.0000 0.0062 0 35 0.1078 0 35 0.0007 4.6054 3.5186 .0181 .0619
1009u 0.2415 2.1864 375.0000 0.1835 0 35 1.6436 0 35 0.7599 4.6054 3.5186 2.681 2.716
0706o 7.2322 2.5962 300.0000 0.0865 0 35 0.3350 0 35 0.0120 5.0290 4.5592 .0967 .1972
0706u 0.1248 1.7661 300.0000 0.0874 0 21 1.2176 0 21 0.6998 5.0290 4.5592 3.430 3.530
0604o 9.6606 3.5637 300.0000 0.3938 0 35 1.0378 0 35 0.0408 4.5592 2.8590 .1972 .1967
0604u 0.3116 2.8210 375.0000 0.3072 0 21 2.7616 0 21 0.9861 4.5592 2.8416 2.824 3.044
0504o 8.6316 3.1842 300.0000 0.0591 0 35 0.4862 0 32 0.0068 4.3206 2.8416 .0688 .1388
0504u 0.1541 2.1802 300.0000 0.1337 0 23 1.8664 0 23 0.8676 4.3206 2.8416 3.402 3.805
0403o 9.0589 2.2976 400.0000 0.1841 0 36 0.4979 0 36 0.0203 2.8416 2.0329 .1041 .0823
0403u 1.9283 4.3647 750.0000 1.1262 0 34 2.6090 0 25 0.5841 2.8416 2.0071 1.522 1.209
0302o 2.9365 0.3239 300.0000 2.4430 0 44 0.6602 0 45 0.8319 2.0071 1.9662 .6237 .5208
0302u 3.2556 3.6173 600.0000 0.7555 0 57 0.8381 0 57 0.2321 2.0071 1.9662 1.511 1.527
14a14bo 75.9084 3.3944 500.0000 2.0987 0 41 0.3549 0 33 0.0276 3.1126 2.8520 .2451 .7040
14a14bu 0.1368 1.9347 300.0000 0.1321 1 38 1.8456 1 38 0.9660 3.1126 2.8520 4.375 4.173
FREE # 1 Undefnd Undefnd Undefn 5.5412 0 44
*==================================================*
| 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 0.0179 0.6252 0.0045
5047 4.2917 53.2222 0.0000 302.4861 0.0731 0.7282 0.0373
5114b 5.4583 36.8611 0.0000 317.6806 0.0591 0.5913 0.0086
4342 0.1667 359.8333 0.0000 0.0000 0.0151 0.6006 0.0043
3736 0.1667 86.4722 0.0000 273.3611 0.1154 1.5606 0.0354
3534 4.9583 355.0417 0.0000 0.0000 0.1354 1.3653 0.1060
3422 4.9583 39.9444 0.0000 315.0972 0.1697 1.7275 0.1080
3130 0.1667 75.7778 0.0000 284.0556 0.0840 1.6876 0.0102
3024 0.1667 68.7083 0.0000 291.1250 0.1299 0.1639 3.3962
3036 10.1667 76.1389 273.6944 0.0000 0.1469 2.5983 0.0780
2827 0.1667 0.0000 0.0000 359.8333 0.0391 0.2099 0.0818
2726 318.4444 41.5556 0.0000 0.0000 0.1067 2.1536 0.0204
2629 0.2500 359.7500 0.0000 0.0000 0.0920 1.0299 0.0604
2930 0.2500 76.6389 0.0000 283.1111 0.0956 1.1676 0.1105
2725 0.1667 359.8333 0.0000 0.0000 0.1058 0.1139 2.1274
2524 0.1667 88.4306 0.0000 271.4028 0.1119 0.1145 2.0673
2422 0.1667 359.8333 0.0000 0.0000 0.1679 0.2905 3.4129
L575 0.1667 30.9167 0.0000 328.9167 0.0854 1.4243 0.0601
2117 3.1389 38.3611 0.0000 318.5000 0.1596 1.6186 0.0192
1714B 278.1667 39.4444 42.3889 0.0000 0.1513 3.4892 0.1167
1716 0.1667 356.3333 0.0000 3.5000 0.2938 0.8902 3.6166
1615 0.1667 359.8333 0.0000 0.0000 0.2278 0.4521 3.9899
1614A 5.4583 124.8333 229.7083 0.0000 0.2281 0.4607 2.3189
4514B 251.8750 68.3056 0.0000 39.8194 0.0890 1.9603 0.0919
4515 0.1667 359.8333 0.0000 0.0000 0.0839 0.0728 2.4840
1502 0.1667 359.8333 0.0000 0.0000 0.2320 0.5463 2.5799
14A13 38.9167 321.0833 0.0000 0.0000 0.3675 5.0423 0.5813
1312 39.0000 321.0000 0.0000 0.0000 0.3208 5.7131 0.4096
1211 7.7500 352.2500 0.0000 0.0000 0.4489 8.4112 0.2981
1103 0.1667 359.8333 0.0000 0.0000 0.3500 7.7590 0.3809
0912 343.7431 16.2569 0.0000 0.0000 0.1757 1.8560 0.0052
0908 0.1667 359.8333 0.0000 0.0000 0.1049 0.1137 1.2175
0811 337.4583 19.4861 0.0000 3.0556 0.1551 1.6104 0.0165
0804 0.1667 359.8333 0.0000 0.0000 0.1303 0.1642 1.3113
0201 0.1667 359.8333 0.0000 0.0000 0.3533 6.5421 0.8728
5248 0.1667 0.0000 0.0000 359.8333 0.0203 0.6045 0.0091
4845 4.9583 107.9167 0.0000 247.1250 0.0965 0.9709 0.0301
4250 0.2500 355.5417 0.0000 4.2083 0.0315 1.5690 0.0063
5338 0.1667 355.5833 0.0000 4.2500 0.0469 1.6390 0.0042
3851 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
4746o 305.7222 52.6667 0.0000 1.6111 0.0490 0.3393 0.0919
4746u 0.1667 359.8333 0.0000 0.0000 0.0840 0.0729 1.5470
4645o 302.8889 57.1111 0.0000 0.0000 0.0553 0.6284 0.0662
4645u 0.1667 359.8333 0.0000 0.0000 0.0839 0.0729 1.5259
3836o 4.3750 355.6250 0.0000 0.0000 0.1052 1.7584 0.0271
3635o 300.0833 0.0000 0.0000 59.9167 0.0418 1.7442 0.0496
2217o 319.8889 9.1111 0.0000 31.0000 0.0795 1.0757 0.1989
2217u 0.1667 359.8333 0.0000 0.0000 0.2135 0.4522 3.3835
2019o 348.2778 5.9722 0.0000 5.7500 0.0292 0.2879 0.0201
2019u 0.1667 359.8333 0.0000 0.0000 0.1357 0.1662 2.4983
1918o 351.7222 8.2778 0.0000 0.0000 0.0503 0.8247 0.0041
1918u 0.1667 359.8333 0.0000 0.0000 0.1679 0.2912 4.2352
1817o 316.5556 18.9444 0.0000 24.5000 0.0883 1.5489 0.1083
1817u 0.1667 359.8333 0.0000 0.0000 0.1824 0.2952 2.1738
1009o 357.5556 2.4444 0.0000 0.0000 0.0100 0.0584 0.0012
1009u 0.1667 359.8333 0.0000 0.0000 0.1068 0.1139 1.6621
0706o 333.9167 26.0833 0.0000 0.0000 0.0358 0.2607 0.0146
0706u 0.1667 359.8333 0.0000 0.0000 0.0883 0.0728 1.2432
0604o 326.5833 0.0000 0.0000 33.4167 0.0484 0.3795 0.0613
0604u 0.1667 359.8333 0.0000 0.0000 0.1049 0.1135 2.6575
0504o 345.1944 10.1667 0.0000 4.6389 0.0259 0.1722 0.0106
0504u 0.1667 359.8333 0.0000 0.0000 0.0839 0.0730 1.8456
0403o 349.0278 0.7778 0.0000 10.1944 0.0374 0.3698 0.0186
0403u 0.1667 359.8333 0.0000 0.0000 0.2267 0.4613 2.4496
0302o 324.8889 13.0556 0.0000 22.0556 0.1327 3.7007 0.1133
0302u 0.1667 359.8333 0.0000 0.0000 0.3108 0.9868 0.6722
14a14bo 318.2222 40.6944 0.0000 1.0833 0.1427 7.5449 0.0660
14a14bu 5.4583 354.5417 0.0000 0.0000 0.0839 0.0727 1.8883
*===========================================*
| 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 0.0143 308.0279 0.0003 0.9991 0.2115 0.0070 0.2233 2.5403
5047 0.0544 1174.6952 0.0008 0.9858 0.8966 0.0234 0.2320 0.0350
5114b 0.0094 202.7709 0.0002 0.9818 0.9335 0.0110 0.1090 0.0350
4342 0.0140 301.7668 0.0003 0.9991 0.2450 0.0057 0.2017 2.5403
3736 0.0149 321.9080 0.0004 0.9991 0.7342 0.0390 0.4748 1.1290
3534 0.0551 1191.0827 0.0020 0.9835 0.3030 0.0218 0.2168 0.0350
3422 0.0557 1203.0849 0.0020 0.9833 0.5806 0.0259 0.2596 0.0450
3130 0.0220 474.7326 0.0006 0.9991 0.7800 0.0236 0.4712 1.9758
3024 0.1222 2640.5904 0.0015 0.9991 1.3342 0.0772 0.0859 0.7339
3036 -0.0042 -91.5144 0.0022 0.9677 0.0121 0.0719 0.9330 0.0207
2827 0.0256 552.2562 0.0007 0.9991 1.1748 0.0155 0.0563 1.1290
2726 0.0153 330.6812 0.0011 0.2200 0.0466 0.0380 0.3150 0.0200
2629 0.0196 424.0975 0.0009 0.9991 0.1568 0.0265 0.1634 1.9758
2930 0.0623 1345.6518 0.0018 0.9991 0.6046 0.0344 0.2968 1.1290
2725 0.0557 1202.3011 0.0008 0.9991 1.1121 0.0586 0.0537 0.7339
2524 0.0556 1200.2321 0.0008 0.9974 1.4364 0.0569 0.0498 0.0130
2422 0.1781 3845.8923 0.0023 0.9991 0.8373 0.1020 0.1553 0.7339
L575 0.0399 862.7571 0.0010 0.9991 0.4875 0.0261 0.2533 2.5403
2117 0.0222 479.6142 0.0011 0.9904 0.8318 0.0260 0.2599 0.0200
1714B 0.0252 544.0743 0.0038 0.4287 0.0172 0.0336 0.5609 0.0211
1716 0.4548 9823.6887 0.0063 0.9991 0.9243 0.1619 0.3993 See the original
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