Original source · versioned page text
e50y1hr.out
From the archive XPXtrm.zip, inside Further information re: stormwater modelling - REC17/0011. File date in the archive: 2017-10-09 17:17.
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 85.0000
N53 50.0000 50.0000 0.0000
N52 50.0000 50.0000 0.0000
N38 2.4677 6.1693 5.0000
N51 3.2136 8.0341 30.0000
N48 2.7656 6.9140 35.0000
N50 2.3979 5.9949 50.0000
N47 1.2687 3.1718 575.0000
N46 1.1038 2.7596 17430.0000
N45 1.1094 2.7735 20.0000
N43 50.0000 50.0000 0.0000
N42 50.0000 50.0000 0.0000
N37 50.0000 50.0000 0.0000
N36 2.0524 5.1309 20.0000
N35 3.6225 9.0563 0.0000
N34 50.0000 50.0000 0.0000
N31 50.0000 50.0000 0.0000
N30 0.2054 0.5136 135.0000
N29 50.0000 50.0000 0.0000
N28 48.5806 50.0000 0.0000
N27 2.4431 6.1076 40.0000
N26 28.2726 50.0000 0.0000
N25 2.5299 6.3247 10.0000
N24 0.6391 1.5977 25.0000
N23 19.5182 48.7954 0.0000
N22 0.6425 1.6062 250.0000
N21 1.8395 4.5989 100.0000
N20 0.8688 2.1719 270.0000
N19 0.2696 0.6741 380.0000
N18 1.1706 2.9264 30.0000
N17 1.6154 4.0385 40.0000
N16 3.0135 7.5337 0.0000
N15 9.4341 23.5853 0.0000
N14B 0.6946 1.7366 615.0000
N14A 12.6838 31.7096 0.0000
N13 34.9819 50.0000 0.0000
N12 25.5563 50.0000 0.0000
N11 44.2792 50.0000 0.0000
N10 1.1149 2.7873 655.0000
N9 1.6397 4.0992 55.0000
N8 0.8706 2.1766 20.0000
N7 0.9655 2.4136 640.0000
N6 1.1768 2.9419 20.0000
N5 2.2458 5.6145 60.0000
N4 3.4163 8.5406 5.0000
N3 24.2713 50.0000 0.0000
N2 19.9099 49.7748 0.0000
N1 50.0000 50.0000 0.0000
The junction requiring the smallest time step was...N46
*==========================================================*
| Table E5a - Conduit Explicit Condition Summary |
| Courant = Conduit Length |
| Time step = -------------------------------- |
| Velocity + sqrt(g*depth) |
| |
| Conduit Implicit Condition Summary |
| Courant = Conduit Length |
| Time step = -------------------------------- |
| Velocity |
*==========================================================*
| The 3rd column is the Explicit time step times the |
| minimum courant time step factor |
| |
| Minimum Conduit Time Step in seconds in the 4th column |
| in the list. Maximum possible is 10 * maximum time step |
| |
| The 5th column is the maximum change at any time step |
| during the simulation. The 6th column is the wobble |
| value which is an indicator of the flow stability. |
| |
| You should use this section to find those conduits that |
| are slowing your model down. Use modify conduits to |
| alter the length of the slow conduits to make your |
| simulation faster, or change the conduit name to |
| "CHME?????" where ????? are any characters, this will |
| lengthen the conduit based on the model time step, |
| not the value listed in modify conduits. |
*==========================================================*
Conduit Time(exp) Expl*Cmin Time(imp) Time(min) Max Qchange Wobble Type of Soln
-------------- --------- --------- --------- --------- ----------- ------- ------------
5453 50.0000 50.0000 50.0000 5.5833 0.0007 0.0305 Normal Soln
5047 33.3718 33.3718 50.0000 0.0000 0.0020 0.2908 Normal Soln
5114b 50.0000 50.0000 50.0000 0.0000 0.0414 0.0810 Normal Soln
4342 50.0000 50.0000 50.0000 0.0000 0.0009 0.0255 Normal Soln
3736 35.6055 35.6055 50.0000 0.0000 0.0022 0.0221 Normal Soln
3534 4.7843 4.7843 11.9286 0.0000 0.0074 0.4586 Normal Soln
3422 19.3842 19.3842 50.0000 0.0000 0.0098 0.4424 Normal Soln
3130 50.0000 50.0000 50.0000 0.0000 0.0028 0.0381 Normal Soln
3024 7.3791 7.3791 17.2800 0.0000 -0.0242 2.3106 Normal Soln
3036 11.3402 11.3402 50.0000 0.0000 -0.0114 0.4661 Normal Soln
2827 29.2035 29.2035 46.7759 0.0000 0.0019 0.0366 Normal Soln
2726 7.7701 7.7701 26.1316 0.0000 -0.0399 0.0814 Normal Soln
2629 32.0482 32.0482 50.0000 0.0000 0.0024 0.3954 Normal Soln
2930 28.2896 28.2896 50.0000 0.0000 -0.0049 0.1493 Normal Soln
2725 4.9369 4.9369 12.4011 0.0000 0.0041 2.4110 Normal Soln
2524 14.4528 14.4528 32.6532 0.0000 -0.0109 2.0000 Normal Soln
2422 6.2766 6.2766 17.0191 0.0000 -0.0338 2.0154 Normal Soln
L575 46.5189 46.5189 50.0000 0.0000 -0.0041 0.2024 Normal Soln
2117 7.0826 7.0826 22.7598 0.0000 -0.0026 0.0718 Normal Soln
1714B 16.1469 16.1469 50.0000 0.0000 0.0394 0.5526 Normal Soln
1716 4.6213 4.6213 12.6738 0.0000 0.0195 1.5764 Normal Soln
1615 3.9128 3.9128 9.8483 0.0000 0.0088 3.6576 Normal Soln
1614A 1.7751 1.7751 5.2831 36.8333 0.0132 3.6418 Normal Soln
4514B 14.8067 14.8067 24.7584 0.0000 0.0236 0.0803 Normal Soln
4515 5.6874 5.6874 12.8988 0.0000 -0.0044 2.1490 Normal Soln
1502 15.1413 15.1413 33.1905 0.0000 0.0127 4.7801 Normal Soln
14A13 3.9112 3.9112 16.7122 0.0000 -0.0187 0.4078 Normal Soln
1312 6.2421 6.2421 25.5402 0.0000 0.0236 0.4248 Normal Soln
1211 14.7102 14.7102 50.0000 0.0000 0.0161 0.2901 Normal Soln
1103 15.6804 15.6804 50.0000 0.0000 0.0150 0.2024 Normal Soln
0912 28.7516 28.7516 50.0000 0.0000 -0.0018 0.0237 Normal Soln
0908 11.3940 11.3940 41.7363 0.0000 0.0023 2.0644 Normal Soln
0811 31.9862 31.9862 50.0000 0.0000 0.0022 0.0667 Normal Soln
0804 10.7607 10.7607 33.2450 0.0000 0.0063 3.0228 Normal Soln
0201 3.0584 3.0584 7.3205 297.9167 -0.5512 0.1636 Normal Soln
5248 50.0000 50.0000 50.0000 0.0000 0.0010 0.0649 Normal Soln
4845 45.1163 45.1163 50.0000 0.0000 0.0018 0.2602 Normal Soln
4250 50.0000 50.0000 50.0000 0.0000 0.0011 0.0486 Normal Soln
5338 50.0000 50.0000 50.0000 0.0000 0.0009 0.0320 Normal Soln
3851 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
4746o 14.4916 14.4916 25.1104 0.0000 -0.0037 0.0461 Normal Soln
4746u 5.3042 5.3042 17.6771 0.0000 -0.0037 1.7861 Normal Soln
4645o 24.8323 24.8323 50.0000 0.0000 0.0028 0.0507 Normal Soln
4645u 6.9735 6.9735 23.9842 0.0000 0.0057 2.6897 Normal Soln
3836o 30.4039 30.4039 50.0000 0.0000 0.0013 0.0471 Normal Soln
3635o 15.0701 15.0701 31.3224 0.0000 0.0102 0.0730 Normal Soln
2217o 18.2403 18.2403 33.7480 0.0000 0.0106 0.1756 Normal Soln
2217u 5.5271 5.5271 15.5470 0.0000 -0.0759 4.0482 Normal Soln
2019o 22.8328 22.8328 37.8707 0.0000 0.0049 0.0506 Normal Soln
2019u 5.1443 5.1443 11.5115 0.0000 0.0052 1.6861 Normal Soln
1918o 50.0000 50.0000 50.0000 0.0000 0.0047 0.0178 Normal Soln
1918u 15.9256 15.9256 36.9111 0.0000 0.0158 2.0849 Normal Soln
1817o 14.6847 14.6847 38.4185 0.0000 0.0065 0.2046 Normal Soln
1817u 3.9823 3.9823 9.9764 0.0000 -0.0222 3.9091 Normal Soln
1009o 50.0000 50.0000 50.0000 0.0000 0.0097 0.0093 Normal Soln
1009u 10.3810 10.3810 30.0067 0.0000 -0.0021 1.9406 Normal Soln
0706o 29.5781 29.5781 50.0000 0.0000 -0.0020 0.0380 Normal Soln
0706u 6.7830 6.7830 24.5064 0.0000 -0.0023 1.8899 Normal Soln
0604o 30.6412 30.6412 50.0000 0.0000 0.0028 0.1112 Normal Soln
0604u 9.6913 9.6913 20.7888 0.0000 0.0039 2.2562 Normal Soln
0504o 50.0000 50.0000 50.0000 0.0000 0.0018 0.0240 Normal Soln
0504u 12.4112 12.4112 33.4228 0.0000 0.0031 1.9935 Normal Soln
0403o 13.8451 13.8451 29.5402 0.0000 0.0043 0.0882 Normal Soln
0403u 3.4046 3.4046 7.4008 0.0000 -0.0092 1.2351 Normal Soln
0302o 5.5146 5.5146 15.0595 0.0000 0.0143 1.9158 Normal Soln
0302u 2.7272 2.7272 11.9159 0.0000 0.0148 0.7433 Normal Soln
14a14bo 6.0980 6.0980 28.8218 0.0000 0.0228 0.0697 Normal Soln
14a14bu 1.9121 1.9121 5.2960 19.6667 0.0099 3.0202 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/ 1.00 / 6.00/ N51/ 1.00 / 4.80/ N48/ 1.00 / 4.60/
N50/ 1.00 / 5.70/ N47/ 0.00 / 3.60/ N46/ 0.00 / 3.00/
N45/ 0.00 / 2.50/ N43/ 0.00 / 9.20/ N42/ 0.00 / 7.30/
N37/ 0.00 / 7.00/ N36/ 1.15 / 5.62/ N35/ 1.00 / 4.20/
N34/ 0.00 / 4.10/ N31/ 0.00 / 7.50/ N30/ 0.01 / 4.21/
N29/ 0.00 / 6.40/ N28/ 0.00 / 8.30/ N27/ 0.00 / 5.35/
N26/ 0.01 / 6.51/ N25/ 0.00 / 4.87/ N24/ 0.01 / 2.60/
N23/ 0.00 / 4.70/ N22/ 0.02 / 1.88/ N21/ 1.00 / 3.00/
N20/ 0.00 / 6.00/ N19/ 0.00 / 4.50/ N18/ 0.01 / 1.91/
N17/ 0.01 / 1.76/ N16/ 0.02 / 1.36/ N15/ 0.03 / 1.24/
N14B/ 0.00 / 1.80/ N14A/ 0.05 / 1.65/ N13/ 0.00 / 1.86/
N12/ 0.00 / 1.68/ N11/ 0.01 / 1.35/ N10/ 0.00 / 3.60/
N9/ 0.00 / 2.50/ N8/ 0.00 / 2.00/ N7/ 0.00 / 4.00/
N6/ 0.00 / 3.50/ N5/ 0.00 / 3.30/ N4/ 0.00 / 1.70/
N3/ 0.00 / 1.10/ N2/ 0.02 / 1.07/ N1/ 0.00 / 0.93/
Conduit/ Flow ===> "*" Conduit uses the normal flow option.
5453/ 0.00*/ 5047/ 0.00 / 5114b/ 0.00 /
4342/ 0.00*/ 3736/ 0.00 / 3534/ 0.00*/
3422/ 0.00 / 3130/ 0.00 / 3024/ 0.00 /
3036/ 0.00 / 2827/ 0.00 / 2726/ 0.00*/
2629/ 0.00 / 2930/ 0.00 / 2725/ 0.00 /
2524/ 0.00 / 2422/ 0.00*/ L575/ 0.00 /
2117/ 0.00 / 1714B/ 0.00 / 1716/ 0.00 /
1615/ 0.00*/ 1614A/ 0.00 / 4514B/ 0.00 /
4515/ 0.00*/ 1502/ 0.00 / 14A13/ 0.00*/
1312/ 0.00*/ 1211/ 0.00*/ 1103/ 0.00 /
0912/ 0.00*/ 0908/ 0.00*/ 0811/ 0.00*/
0804/ 0.00*/ 0201/ 0.00 / 5248/ 0.00 /
4845/ 0.00 / 4250/ 0.00 / 5338/ 0.00*/
3851/ 0.00 / 4746o/ 0.00*/ 4746u/ 0.00 /
4645o/ 0.00*/ 4645u/ 0.00*/ 3836o/ 0.00*/
3635o/ 0.00 / 2217o/ 0.00 / 2217u/ 0.00 /
2019o/ 0.00 / 2019u/ 0.00*/ 1918o/ 0.00*/
1918u/ 0.00*/ 1817o/ 0.00 / 1817u/ 0.00*/
1009o/ 0.00*/ 1009u/ 0.00*/ 0706o/ 0.00*/
0706u/ 0.00*/ 0604o/ 0.00 / 0604u/ 0.00*/
0504o/ 0.00*/ 0504u/ 0.00*/ 0403o/ 0.00*/
0403u/ 0.00 / 0302o/ 0.00 / 0302u/ 0.00*/
14a14bo/ 0.00 / 14a14bu/ 0.00*/ FREE # 1/ 0.00 /
Conduit/ Velocity
5453/ 0.01 / 5047/ 0.01 / 5114b/ 0.01 /
4342/ 0.01 / 3736/ 0.02 / 3534/ 0.00 /
3422/ 0.00 / 3130/ 0.01 / 3024/ 0.47 /
3036/ 0.00 / 2827/ 0.03 / 2726/ 0.00 /
2629/ 0.03 / 2930/ 0.09 / 2725/ 0.16 /
2524/ 0.19 / 2422/ 0.28 / L575/ 0.01 /
2117/ 0.01 / 1714B/ 0.00 / 1716/ 0.36 /
1615/ 0.20 / 1614A/ 0.00 / 4514B/ 0.00 /
4515/ 0.05 / 1502/ 0.22 / 14A13/ 0.00 /
1312/ 0.00 / 1211/ 0.00 / 1103/ 0.01 /
0912/ 0.00 / 0908/ 0.07 / 0811/ 0.00 /
0804/ 0.07 / 0201/ 0.10 / 5248/ 0.01 /
4845/ 0.01 / 4250/ 0.01 / 5338/ 0.00 /
3851/ 0.00 / 4746o/ 0.00 / 4746u/ 0.17 /
4645o/ 0.00 / 4645u/ 0.11 / 3836o/ 0.00 /
3635o/ 0.00 / 2217o/ 0.00 / 2217u/ 0.22 /
2019o/ 0.00 / 2019u/ 0.31 / 1918o/ 0.00 /
1918u/ 0.21 / 1817o/ 0.00 / 1817u/ 0.16 /
1009o/ 0.00 / 1009u/ 0.10 / 0706o/ 0.00 /
0706u/ 0.06 / 0604o/ 0.00 / 0604u/ 0.23 /
0504o/ 0.00 / 0504u/ 0.05 / 0403o/ 0.00 /
0403u/ 0.29 / 0302o/ 0.00 / 0302u/ 0.01 /
14a14bo/ 0.00 / 14a14bu/ 0.00 /
Conduit/ Width
5453/ 0.38 / 5047/ 0.24 / 5114b/ 0.06 /
4342/ 0.27 / 3736/ 0.02 / 3534/ 0.01 /
3422/ 0.01 / 3130/ 0.06 / 3024/ 0.18 /
3036/ 3.25 / 2827/ 0.02 / 2726/ 8.93 /
2629/ 0.48 / 2930/ 0.21 / 2725/ 0.15 /
2524/ 0.15 / 2422/ 0.24 / L575/ 0.05 /
2117/ 0.03 / 1714B/ 1.64 / 1716/ 0.41 /
1615/ 0.30 / 1614A/ 0.33 / 4514B/ 0.13 /
4515/ 0.15 / 1502/ 0.32 / 14A13/ 0.18 /
1312/ 0.00 / 1211/ 0.03 / 1103/ 0.11 /
0912/ 0.01 / 0908/ 0.15 / 0811/ 0.02 /
0804/ 0.18 / 0201/ 0.29 / 5248/ 0.33 /
4845/ 0.23 / 4250/ 0.37 / 5338/ 1.96 /
3851/ 0.03 / 4746o/ 0.04 / 4746u/ 0.12 /
4645o/ 0.03 / 4645u/ 0.12 / 3836o/ 3.30 /
3635o/ 0.01 / 2217o/ 0.43 / 2217u/ 0.29 /
2019o/ 0.33 / 2019u/ 0.18 / 1918o/ 0.00 /
1918u/ 0.24 / 1817o/ 0.09 / 1817u/ 0.24 /
1009o/ 0.01 / 1009u/ 0.15 / 0706o/ 0.14 /
0706u/ 0.12 / 0604o/ 0.18 / 0604u/ 0.15 /
0504o/ 0.01 / 0504u/ 0.12 / 0403o/ 0.05 /
0403u/ 0.29 / 0302o/ 0.26 / 0302u/ 1.50 /
14a14bo/ 0.02 / 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/ 0.29 /
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/ 8.12 / N21/ 7.00 /
N20/ 4.00 / N19/ 5.50 / N18/ 8.09 /
N17/ 8.24 / N16/ 8.64 / N15/ 8.76 /
N14B/ 8.20 / N14A/ 8.35 / N13/ 8.14 /
N12/ 8.32 / N11/ 8.65 / N10/ 6.40 /
N9/ 7.50 / N8/ 8.00 / N7/ 6.00 /
N6/ 6.50 / N5/ 6.70 / N4/ 8.30 /
N3/ 8.90 / N2/ 8.93 / N1/ 9.07 /
Junction/ Max Volume
N54/ 0.02 / N53/ 0.02 / N52/ 0.03 /
N38/ 1.10 / N51/ 1.02 / N48/ 1.06 /
N50/ 1.06 / N47/ 1.10 / N46/ 1.11 /
N45/ 1.16 / N43/ 0.02 / N42/ 0.03 /
N37/ 0.07 / N36/ 1.39 / N35/ 1.16 /
N34/ 0.16 / N31/ 0.03 / N30/ 1.67 /
N29/ 0.15 / N28/ 0.08 / N27/ 1.38 /
N26/ 0.23 / N25/ 0.84 / N24/ 1.61 /
N23/ 0.13 / N22/ 1.79 / N21/ 1.16 /
N20/ 1.03 / N19/ 1.57 / N18/ 1.34 /
N17/ 1.41 / N16/ 1.82 / N15/ 1.29 /
N14B/ 1.32 / N14A/ 1.30 / N13/ 0.84 /
N12/ 0.86 / N11/ 1.01 / N10/ 1.02 /
N9/ 1.03 / N8/ 1.05 / N7/ 1.03 /
N6/ 1.07 / N5/ 1.03 / N4/ 1.16 /
N3/ 0.93 / N2/ 0.94 / N1/ 0.94 /
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/ 0.01 / 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/ 0.01 / 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/ 0.10 / 5047/ 0.09 / 5114b/ 0.02 /
4342/ 0.06 / 3736/ 0.01 / 3534/ 0.00 /
3422/ 0.00 / 3130/ 0.04 / 3024/ 0.06 /
3036/ 2.93 / 2827/ 0.01 / 2726/ 0.03 /
2629/ 0.17 / 2930/ 0.08 / 2725/ 0.01 /
2524/ 0.01 / 2422/ 0.09 / L575/ 0.02 /
2117/ 0.01 / 1714B/ 0.00 / 1716/ 0.08 /
1615/ 0.13 / 1614A/ 0.06 / 4514B/ 0.00 /
4515/ 0.06 / 1502/ 0.47 / 14A13/ 0.07 /
1312/ 0.00 / 1211/ 0.04 / 1103/ 0.19 /
0912/ 0.00 / 0908/ 0.01 / 0811/ 0.00 /
0804/ 0.01 / 0201/ 0.15 / 5248/ 0.08 /
4845/ 0.11 / 4250/ 0.09 / 5338/ 0.61 /
3851/ 0.01 / 4746o/ 0.00 / 4746u/ 0.01 /
4645o/ 0.00 / 4645u/ 0.02 / 3836o/ 6.53 /
3635o/ 0.00 / 2217o/ 0.00 / 2217u/ 0.11 /
2019o/ 0.00 / 2019u/ 0.01 / 1918o/ 0.00 /
1918u/ 0.09 / 1817o/ 0.00 / 1817u/ 0.03 /
1009o/ 0.00 / 1009u/ 0.00 / 0706o/ 0.00 /
0706u/ 0.00 / 0604o/ 0.00 / 0604u/ 0.02 /
0504o/ 0.00 / 0504u/ 0.01 / 0403o/ 0.00 /
0403u/ 0.01 / 0302o/ 0.00 / 0302u/ 0.33 /
14a14bo/ 0.00 / 14a14bu/ 0.04 /
Conduit/ Hydraulic Radius
5453/ 0.00 / 5047/ 0.00 / 5114b/ 0.00 /
4342/ 0.00 / 3736/ 0.00 / 3534/ 0.00 /
3422/ 0.00 / 3130/ 0.00 / 3024/ 0.01 /
3036/ 0.02 / 2827/ 0.00 / 2726/ 0.01 /
2629/ 0.00 / 2930/ 0.00 / 2725/ 0.00 /
2524/ 0.00 / 2422/ 0.01 / L575/ 0.00 /
2117/ 0.00 / 1714B/ 0.00 / 1716/ 0.01 /
1615/ 0.02 / 1614A/ 0.02 / 4514B/ 0.00 /
4515/ 0.01 / 1502/ 0.02 / 14A13/ 0.01 /
1312/ 0.00 / 1211/ 0.00 / 1103/ 0.00 /
0912/ 0.00 / 0908/ 0.00 / 0811/ 0.00 /
0804/ 0.00 / 0201/ 0.01 / 5248/ 0.00 /
4845/ 0.00 / 4250/ 0.00 / 5338/ 0.00 /
3851/ 0.00 / 4746o/ 0.00 / 4746u/ 0.00 /
4645o/ 0.00 / 4645u/ 0.00 / 3836o/ 0.02 /
3635o/ 0.00 / 2217o/ 0.00 / 2217u/ 0.01 /
2019o/ 0.00 / 2019u/ 0.00 / 1918o/ 0.00 /
1918u/ 0.00 / 1817o/ 0.00 / 1817u/ 0.01 /
1009o/ 0.00 / 1009u/ 0.00 / 0706o/ 0.00 /
0706u/ 0.00 / 0604o/ 0.00 / 0604u/ 0.00 /
0504o/ 0.00 / 0504u/ 0.00 / 0403o/ 0.00 /
0403u/ 0.00 / 0302o/ 0.00 / 0302u/ 0.01 /
14a14bo/ 0.00 / 14a14bu/ 0.01 /
Conduit/ Upstream/ Downstream Elevation
5453/ 8.90/ 7.00 5047/ 5.70/ 4.60 5114b/ 4.80/ 3.00/
4342/ 9.20/ 7.30 3736/ 7.00/ 5.52 3534/ 4.20/ 4.10/
3422/ 4.10/ 3.40 3130/ 7.50/ 5.70 3024/ 4.21/ 2.87/
3036/ 5.62/ 5.62 2827/ 8.30/ 6.70 2726/ 6.51/ 6.51/
2629/ 6.51/ 6.40 2930/ 6.40/ 5.62 2725/ 5.35/ 4.87/
2524/ 4.87/ 2.86 2422/ 2.60/ 1.88 L575/ 4.70/ 3.40/
2117/ 3.00/ 2.95 1714B/ 1.80/ 1.80 1716/ 1.76/ 1.36/
1615/ 1.36/ 1.24 1614A/ 1.65/ 1.65 4514B/ 1.80/ 1.80/
4515/ 2.50/ 1.24 1502/ 1.24/ 1.07 14A13/ 1.86/ 1.65/
1312/ 1.86/ 1.68 1211/ 1.68/ 1.35 1103/ 1.35/ 1.10/
0912/ 1.68/ 1.68 0908/ 2.50/ 2.00 0811/ 1.35/ 1.35/
0804/ 2.00/ 1.70 0201/ 1.07/ 0.93 5248/ 7.00/ 4.80/
4845/ 4.60/ 3.50 4250/ 7.30/ 5.70 5338/ 8.50/ 6.00/
3851/ 6.00/ 4.80 4746o/ 3.00/ 3.00 4746u/ 3.60/ 3.00/
4645o/ 2.50/ 2.50 4645u/ 3.00/ 2.50 3836o/ 6.00/ 5.62/
3635o/ 4.20/ 4.20 2217o/ 1.76/ 1.76 2217u/ 1.88/ 1.76/
2019o/ 4.50/ 4.50 2019u/ 6.00/ 4.50 1918o/ 1.91/ 1.91/
1918u/ 4.50/ 1.91 1817o/ 1.76/ 1.76 1817u/ 1.91/ 1.76/
1009o/ 2.50/ 2.50 1009u/ 3.60/ 2.50 0706o/ 3.50/ 3.50/
0706u/ 4.00/ 3.50 0604o/ 1.70/ 1.70 0604u/ 3.50/ 1.70/
0504o/ 1.70/ 1.70 0504u/ 3.30/ 1.70 0403o/ 1.10/ 1.10/
0403u/ 1.70/ 1.10 0302o/ 1.07/ 1.07 0302u/ 1.10/ 1.07/
14a14bo/ 1.65/ 1.65 14a14bu/ 1.80/ 1.65
*=========================================================*
| Table E7 - Iteration Summary |
*=========================================================*
Total number of time steps simulated............ 4320
Total number of passes in the simulation........ 8201
Total number of time steps during simulation.... 5942
Ratio of actual # of time steps / NTCYC......... 1.375
Average number of iterations per time step...... 1.380
Average time step size(seconds)................ 3.635
Smallest time step size(seconds)................ 0.500
Largest time step size(seconds)................ 5.000
Average minimum Conduit Courant time step (sec). 4.472
Average minimum implicit time step (sec)........ 1.520
Average minimum junction time step (sec)........ 1.520
Average Courant Factor Tf....................... 1.520
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 1.07 6381 0 6 0 0 0
N53 0 1.08 6427 0 5 0 0 0
N52 0 1.18 7013 0 7 0 0 0
N38 0 1.14 6793 0 5 0 0 0
N51 0 1.07 6341 1 28 1 1 0
N48 0 1.16 6899 0 8 0 0 0
N50 0 1.23 7302 0 21 1 0 0
N47 0 1.36 8062 1 8 0 0 0
N46 0 1.40 8302 1 8 0 0 0
N45 0 1.54 9136 4 17 3 0 0
N43 0 1.08 6423 0 5 0 0 0
N42 0 1.16 6906 0 6 0 0 0
N37 0 1.10 6521 0 7 0 0 0
N36 0 1.59 9440 0 10 1 0 0
N35 0 1.41 8366 1 8 0 0 0
N34 0 1.40 8303 0 15 1 0 0
N31 0 1.15 6849 0 16 1 0 0
N30 0 1.62 9610 1 20 5 0 0
N29 0 1.36 8055 0 7 0 0 0
N28 0 1.13 6685 1 9 0 0 0
N27 0 1.46 8693 3 25 2 1 0
N26 0 1.33 7917 0 6 0 0 0
N25 0 1.20 7141 0 12 1 0 0
N24 0 1.33 7876 0 9 0 0 0
N23 0 1.20 7130 0 8 0 0 0
N22 0 1.64 9770 12 18 1 0 0
N21 0 1.39 8239 1 18 1 0 0
N20 0 1.30 7751 2 22 3 0 0
N19 0 1.44 8570 1 7 0 0 0
N18 0 1.51 8950 0 9 0 0 0
N17 0 1.96 11632 6 12 2 0 0
N16 0 1.55 9220 2 14 3 0 0
N15 0 1.29 7677 0 7 0 0 0
N14B 0 1.91 11355 1 17 2 0 0
N14A 0 1.69 10032 0 13 3 0 0
N13 0 1.59 9427 0 12 1 0 0
N12 0 1.49 8878 0 7 0 0 0
N11 0 1.57 9317 0 14 2 0 0
N10 0 1.15 6835 0 7 0 0 0
N9 0 1.27 7541 1 12 1 0 0
N8 0 1.34 7971 0 9 0 0 0
N7 0 1.18 7001 0 7 0 0 0
N6 0 1.44 8546 3 19 3 0 0
N5 0 1.17 6964 0 6 0 0 0
N4 0 1.60 9523 2 11 1 0 0
N3 0 1.95 11583 0 12 1 0 0
N2 0 1.79 10611 1 10 1 0 0
N1 0 1.61 9572 15 29 20 2 0
Total number of iterations for all junctions.. 395536
Minimum number of possible iterations......... 285216
Efficiency of the simulation.................. 1.39
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 8.9240 0 25 0.0000 1.0760 1.0000 0.0000 0.0000 0.0000
N53 10.0000 8.7000 8.5245 0 25 0.0000 1.4755 1.0000 0.0000 0.0000 0.0000
N52 10.0000 7.2000 7.0338 0 26 0.0000 2.9662 1.0000 0.0000 0.0000 0.0000
N38 10.0000 6.4000 6.0994 0 28 0.0000 3.9006 1.0000 0.0000 0.0000 0.0000
N51 10.0000 5.0000 4.8222 0 25 0.0000 5.1778 1.0000 0.0000 0.0000 0.0000
N48 10.0000 5.0000 4.6581 0 25 0.0000 5.3419 1.0000 0.0000 0.0000 0.0000
N50 10.0000 5.9000 5.7618 0 27 0.0000 4.2382 1.0000 0.0000 0.0000 0.0000
N47 10.0000 5.0000 4.7045 0 25 0.0000 5.2955 1.0000 0.0000 0.0000 0.0000
N46 10.0000 4.4000 4.1147 0 26 0.0000 5.8853 1.0000 0.0000 0.0000 0.0000
N45 10.0000 3.9500 3.6605 0 26 0.0000 6.3395 1.0000 0.0000 0.0000 0.0000
N43 10.0000 9.4000 9.2224 0 25 0.0000 0.7776 1.0000 0.0000 0.0000 0.0000
N42 10.0000 7.5000 7.3295 0 26 0.0000 2.6705 1.0000 0.0000 0.0000 0.0000
N37 10.0000 7.4000 7.0706 0 25 0.0000 2.9294 1.0000 0.0000 0.0000 0.0000
N36 10.0000 6.1700 5.8646 0 26 0.0000 4.1354 1.0000 0.0000 0.0000 0.0000
N35 10.0000 5.6000 4.3623 0 26 0.0000 5.6377 1.0000 0.0000 0.0000 0.0000
N34 10.0000 4.5000 4.2582 0 26 0.0000 5.7418 1.0000 0.0000 0.0000 0.0000
N31 10.0000 7.8000 7.5250 0 25 0.0000 2.4750 1.0000 0.0000 0.0000 0.0000
N30 10.0000 6.0200 5.8723 0 25 0.0000 4.1277 1.0000 0.0000 0.0000 0.0000
N29 10.0000 6.8000 6.5496 0 25 0.0000 3.4504 1.0000 0.0000 0.0000 0.0000
N28 10.0000 8.7000 8.3842 0 25 0.0000 1.6158 1.0000 0.0000 0.0000 0.0000
N27 10.0000 7.1000 6.7330 0 25 0.0000 3.2670 1.0000 0.0000 0.0000 0.0000
N26 10.0000 6.9000 6.7303 0 25 0.0000 3.2697 1.0000 0.0000 0.0000 0.0000
N25 10.0000 5.2450 5.7128 0 27 0.4678 4.2872 1.0000 0.0000 0.0000 0.0000
N24 10.0000 3.3100 4.1990 0 27 0.8890 5.8010 1.0000 0.0000 0.0000 0.0000
N23 10.0000 5.0000 4.8255 0 25 0.0000 5.1745 1.0000 0.0000 0.0000 0.0000
N22 10.0000 3.9000 3.6456 0 27 0.0000 6.3544 1.0000 0.0000 0.0000 0.0000
N21 10.0000 3.5000 3.1618 0 28 0.0000 6.8382 1.0000 0.0000 0.0000 0.0000
N20 10.0000 7.3000 7.0327 0 25 0.0000 2.9673 1.0000 0.0000 0.0000 0.0000
N19 10.0000 6.4000 6.0731 0 25 0.0000 3.9269 1.0000 0.0000 0.0000 0.0000
N18 10.0000 3.5000 3.2355 0 27 0.0000 6.7645 1.0000 0.0000 0.0000 0.0000
N17 10.0000 3.4500 3.1616 0 28 0.0000 6.8384 1.0000 0.0000 0.0000 0.0000
N16 10.0000 2.4000 3.1626 0 27 0.7626 6.8374 1.0000 0.0000 0.0000 0.0000
N15 10.0000 2.0350 2.4964 0 31 0.4614 7.5036 1.0000 0.0000 0.0000 0.0000
N14B 10.0000 3.4900 3.1214 0 28 0.0000 6.8786 1.0000 0.0000 0.0000 0.0000
N14A 10.0000 3.3000 2.8956 0 28 0.0000 7.1044 1.0000 0.0000 0.0000 0.0000
N13 10.0000 3.5600 2.6958 0 29 0.0000 7.3042 1.0000 0.0000 0.0000 0.0000
N12 10.0000 3.3800 2.5445 0 30 0.0000 7.4555 1.0000 0.0000 0.0000 0.0000
N11 10.0000 3.3400 2.3520 0 31 0.0000 7.6480 1.0000 0.0000 0.0000 0.0000
N10 10.0000 4.9000 4.6162 0 25 0.0000 5.3838 1.0000 0.0000 0.0000 0.0000
N9 10.0000 3.9000 3.5251 0 25 0.0000 6.4749 1.0000 0.0000 0.0000 0.0000
N8 10.0000 3.4000 3.0494 0 25 0.0000 6.9506 1.0000 0.0000 0.0000 0.0000
N7 10.0000 5.3000 5.0347 0 25 0.0000 4.9653 1.0000 0.0000 0.0000 0.0000
N6 10.0000 4.8000 4.5696 0 25 0.0000 5.4304 1.0000 0.0000 0.0000 0.0000
N5 10.0000 4.6000 4.3269 0 25 0.0000 5.6731 1.0000 0.0000 0.0000 0.0000
N4 10.0000 3.2000 2.8643 0 25 0.0000 7.1357 1.0000 0.0000 0.0000 0.0000
N3 10.0000 3.1000 2.0272 0 31 0.0000 7.9728 1.0000 0.0000 0.0000 0.0000
N2 10.0000 3.0500 1.9869 0 31 0.0000 8.0131 1.0000 0.0000 0.0000 0.0000
N1 10.0000 2.9300 1.8698 0 31 0.0000 8.1302 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 0.1260 0 25 0.1845 0 25 0.0152 8.9240 7.0338 .1202 .1688
5047 2.8812 1.4600 200.0000 0.4120 0 27 0.5240 0 27 0.1430 5.7618 4.7045 .3092 .5224
5114b 3.5733 1.8108 200.0000 0.0930 0 25 0.3708 0 17 0.0260 4.8222 3.1214 .1110 .6070
4342 10.3858 1.3631 200.0000 0.1284 0 25 0.1924 0 25 0.0124 9.2224 7.3295 .1121 .1474
3736 14.9983 3.6090 400.0000 0.1453 0 25 0.7421 0 11 0.0097 7.0706 5.8723 .1765 .8807
3534 5.8173 1.4765 400.0000 1.3185 0 26 0.8383 0 26 0.2267 4.3623 4.2582 .4057 .3954
3422 6.0122 1.5213 400.0000 1.3113 0 26 0.6826 0 26 0.2181 4.2582 3.6456 .3954 .6140
3130 13.5508 2.2744 300.0000 0.2185 0 25 0.3839 0 14 0.0161 7.5250 5.8723 .0833 .5743
3024 0.4621 2.9058 450.0000 0.4523 0 51 2.9537 0 52 0.9786 5.8723 4.1990 3.716 2.975
3036 6.7857 1.4251 400.0000 0.9463 0 26 0.3459 0 26 0.1395 5.8723 5.8646 .6307 .8615
2827 15.5945 3.7524 400.0000 0.2517 0 25 1.0689 0 25 0.0161 8.3842 6.7837 .2104 .2092
2726 18.5574 3.1124 300.0000 0.4757 0 25 0.4610 0 11 0.0256 6.7330 6.7303 .1102 .7677
2629 2.4524 0.5150 400.0000 0.4753 0 25 0.3822 0 25 0.1938 6.7303 6.5496 .5758 .3741
2930 11.6053 2.4373 400.0000 0.8527 0 25 0.9161 0 15 0.0735 6.5496 5.8723 .3741 .6307
2725 0.2218 2.0080 375.0000 0.2610 0 11 2.4227 0 11 1.1768 6.7330 5.7128 3.688 2.247
2524 0.2779 2.5163 375.0000 0.2487 0 12 2.4500 0 11 0.8948 5.7128 4.1990 2.247 3.570
2422 0.8401 2.9711 600.0000 0.6515 0 12 2.2947 0 12 0.7756 4.1990 3.6456 2.681 2.976
L575 4.4056 1.1111 300.0000 0.4038 0 25 0.5089 0 22 0.0917 4.8255 3.6456 .4184 .8187
2117 10.3655 2.0976 500.0000 0.2087 0 24 0.4394 0 15 0.0201 3.1618 3.1616 .3236 .4233
1714B 8.1188 0.9553 500.0000 1.7683 0 28 0.4622 0 28 0.2178 3.1616 3.1214 .6233 .6428
1716 3.1532 3.6415 1050.000 2.0560 0 21 2.3679 0 21 0.6520 3.1616 3.1628 1.344 1.726
1615 0.7725 1.7486 750.0000 1.2188 0 22 2.7421 0 22 1.5777 3.1625 2.4964 2.430 1.715
1614A 0.7872 1.7819 750.0000 0.8403 0 21 1.8942 0 21 1.0675 3.1625 2.8956 2.016 1.727
4514B 28.0567 3.5017 450.0000 0.9401 0 26 0.9737 0 15 0.0335 3.6605 3.1214 .3567 .6031
4515 0.1942 2.7467 300.0000 0.1772 1 9 2.4809 1 9 0.9129 3.6605 2.4964 3.868 4.288
1502 0.6052 1.1322 825.0000 1.3701 0 22 2.7120 0 17 2.2637 2.4969 1.9869 1.559 1.135
14A13 16.6072 0.8411 1700.000 -3.3373 0 28 -0.5984 0 28 -0.2010 2.8956 2.6958 .6092 .6446
1312 15.7543 0.6101 1400.000 3.3354 0 29 0.5489 0 27 0.2117 2.6958 2.5445 .5970 .6175
1211 22.0747 0.6694 1700.000 3.2002 0 30 0.3562 0 29 0.1450 2.5445 2.3520 .5085 .5953
1103 34.9730 0.7240 2000.000 3.5131 0 31 0.4203 0 31 0.1005 2.3520 2.0272 .5060 .4636
0912 7.4604 1.8954 400.0000 0.0773 0 25 0.0417 0 25 0.0104 3.5251 2.5445 .0629 1.361 *
0908 0.1628 1.4741 375.0000 0.1337 0 14 1.1980 0 14 0.8215 3.5251 3.0494 2.733 2.798
0811 6.0914 1.5476 400.0000 0.1941 0 25 0.2740 0 19 0.0319 3.0494 2.3520 .1235 .8800
0804 0.2208 1.3886 450.0000 0.2409 0 13 1.5052 0 13 1.0907 3.0494 2.8643 2.332 2.587
0201 142.3584 2.9703 2000.000 5.9228 0 31 1.3661 0 50 0.0416 1.9869 1.8698 .4685 .4699
5248 8.1651 1.4277 200.0000 0.2237 0 27 0.3416 0 27 0.0274 7.0338 4.8261 .1688 .1303
4845 2.5500 1.2922 200.0000 0.3289 0 25 0.3212 0 25 0.1290 4.6581 3.6605 .2906 .8025
4250 11.5986 1.2184 200.0000 0.2818 0 26 0.1633 0 25 0.0243 7.3295 5.7618 .1474 .3092
5338 8.7547 1.3127 200.0000 0.1393 0 25 0.1417 0 0 0.0159 8.5245 6.0994 .1224 .4969
3851 5.0145 1.3130 200.0000 0.0000 0 0 0.0000 0 0 0.0000 6.0994 4.8222 .0000 .0000
4746o 17.3588 2.8540 400.0000 0.4006 0 25 0.9956 0 25 0.0231 4.7045 4.1147 .2612 .2867
4746u 0.1498 2.1194 300.0000 0.1016 0 17 1.4144 0 13 0.6781 4.7045 4.1147 3.681 3.715
4645o 15.8729 2.3953 400.0000 0.4011 0 26 0.5830 0 22 0.0253 4.1147 3.6605 .2867 .4013
4645u 0.1105 1.5637 300.0000 0.0989 0 20 1.3759 0 20 0.8949 4.1147 3.6605 3.715 3.868
3836o 9.9729 2.0945 400.0000 0.2331 0 28 0.1318 0 29 0.0234 6.0994 5.8646 .2484 .8615
3635o 35.6736 2.3986 400.0000 1.2881 0 26 0.6385 0 26 0.0361 5.8646 5.2897 .2365 .2242
2217o 14.0423 2.7133 500.0000 1.2332 0 27 1.0371 0 40 0.0878 3.6456 3.1928 .4912 .4857
2217u 0.6241 1.4127 750.0000 0.9998 0 47 2.2512 0 47 1.6019 3.6456 3.1616 2.380 1.882
2019o 11.6942 3.9474 300.0000 0.2974 0 25 0.7922 0 23 0.0254 7.0327 6.0731 .1089 .2436
2019u 0.6375 4.0085 450.0000 0.4177 0 32 2.6112 0 32 0.6553 7.0327 6.0731 2.294 3.495
1918o 18.5045 3.0423 400.0000 0.1643 0 25 0.1653 0 25 0.0089 6.0731 3.2355 .1827 .5887
1918u 0.9440 3.3387 600.0000 0.8503 0 25 2.9801 0 25 0.9008 6.0731 3.2355 2.621 2.225
1817o 9.1593 1.0777 500.0000 0.9372 0 27 0.5729 0 24 0.1023 3.2355 3.1616 .4710 .4233
1817u 0.5070 1.7932 600.0000 0.6273 0 13 2.2097 0 13 1.2373 3.2355 3.1616 2.225 2.352
1009o 8.3091 2.9922 300.0000 0.0382 0 25 0.3505 0 25 0.0046 4.6162 3.5251 .0540 .0838
1009u 0.2415 2.1864 375.0000 0.1840 0 22 1.6677 0 11 0.7619 4.6162 3.5251 2.709 2.733
0706o 7.2322 2.5984 300.0000 0.1163 0 25 0.3644 0 25 0.0161 5.0347 4.5696 .1156 .2319
0706u 0.1248 1.7661 300.0000 0.0878 0 12 1.2242 0 12 0.7036 5.0347 4.5696 3.449 3.565
0604o 9.6606 3.5622 300.0000 0.5197 0 25 1.1221 0 25 0.0538 4.5696 2.8693 .2319 .2310
0604u 0.3116 2.8210 375.0000 0.3051 0 12 2.7419 0 12 0.9792 4.5696 2.8643 2.852 3.104
0504o 8.6316 3.1526 300.0000 0.0908 0 25 0.4142 0 22 0.0105 4.3269 2.8643 .0898 .2144
0504u 0.1541 2.1802 300.0000 0.1350 0 14 1.8849 0 14 0.8759 4.3269 2.8643 3.423 3.881
0403o 9.0589 2.2976 400.0000 0.3994 0 25 0.6771 0 25 0.0441 2.8643 2.0550 .1608 .1376
0403u 1.9283 4.3647 750.0000 1.1342 0 23 2.7036 0 15 0.5882 2.8643 2.0272 1.552 1.236
0302o 2.9365 0.3241 300.0000 2.8128 0 32 0.6643 0 29 0.9579 2.0272 1.9869 .6908 .5897
0302u 3.2556 3.6173 600.0000 0.7565 0 44 0.8392 0 44 0.2324 2.0272 1.9869 1.545 1.561
14a14bo 75.9084 3.3944 500.0000 2.6402 0 28 0.3471 0 21 0.0348 3.1214 2.8956 .2628 .7913
14a14bu 0.1368 1.9347 300.0000 0.1352 0 59 1.8882 0 59 0.9885 3.1214 2.8956 4.404 4.318
FREE # 1 Undefnd Undefnd Undefn 5.9763 0 31
*==================================================*
| 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 0.0197 0.6864 0.0053
5047 4.1667 38.3611 0.0000 317.4722 0.0793 0.7918 0.0430
5114b 5.3750 29.9722 0.0000 324.6528 0.0633 0.6346 0.0101
4342 0.1667 359.8333 0.0000 0.0000 0.0168 0.6691 0.0050
3736 0.1667 55.5167 0.0000 304.3167 0.1209 1.6391 0.0381
3534 4.7500 355.2500 0.0000 0.0000 0.1554 1.5733 0.1341
3422 4.7500 32.9722 0.0000 322.2778 0.1894 1.9356 0.1361
3130 0.1667 51.4583 0.0000 308.3750 0.0897 1.8032 0.0119
3024 0.1667 40.6458 0.0000 319.1875 0.1304 0.1639 3.4199
3036 9.5000 52.1944 298.3056 0.0000 0.1522 2.7362 0.1032
2827 0.1667 0.0000 0.0000 359.8333 0.0413 0.2356 0.0896
2726 329.7778 30.2222 0.0000 0.0000 0.1192 2.4092 0.0259
2629 0.2500 359.7500 0.0000 0.0000 0.1013 1.2446 0.0726
2930 0.2500 51.6389 0.0000 308.1111 0.1023 1.2968 0.1322
2725 0.1667 359.8333 0.0000 0.0000 0.1048 0.1139 2.1357
2524 0.1667 56.0000 0.0000 303.8333 0.1119 0.1141 2.0855
2422 0.1667 359.8333 0.0000 0.0000 0.1745 0.2906 3.4442
L575 0.1667 26.5708 0.0000 333.2625 0.0951 1.6216 0.0632
2117 3.0278 31.0000 0.0000 325.9722 0.1779 1.8110 0.0216
1714B 312.6667 32.8056 14.5278 0.0000 0.1635 3.8271 0.1463
1716 0.1667 356.3750 0.0000 3.4583 0.2938 0.8902 3.6207
1615 0.1667 359.8333 0.0000 0.0000 0.2280 0.4522 4.0286
1614A 5.2500 69.8333 284.9167 0.0000 0.2281 0.4610 2.3185
4514B 301.6833 42.9167 0.0000 15.4000 0.0946 2.1010 0.0978
4515 0.1667 359.8333 0.0000 0.0000 0.0839 0.0728 2.4942
1502 0.1667 359.8333 0.0000 0.0000 0.2309 0.5472 2.6048
14A13 90.4583 269.5417 0.0000 0.0000 0.3713 5.5775 0.6377
1312 90.4167 269.5833 0.0000 0.0000 0.3207 6.3966 0.4500
1211 7.3333 352.6667 0.0000 0.0000 0.4671 9.0473 0.3323
1103 0.1667 359.8333 0.0000 0.0000 0.3495 8.3653 0.4072
0912 342.3111 17.6889 0.0000 0.0000 0.1808 1.9067 0.0090
0908 0.1667 359.8333 0.0000 0.0000 0.1049 0.1137 1.2259
0811 336.9722 17.3611 0.0000 5.6667 0.1655 1.7270 0.0211
0804 0.1667 359.8333 0.0000 0.0000 0.1299 0.1634 1.3284
0201 0.1667 359.8333 0.0000 0.0000 0.3533 7.0595 0.8732
5248 0.1667 0.0000 0.0000 359.8333 0.0220 0.6564 0.0101
4845 4.8333 58.2083 0.0000 296.9583 0.1018 1.0249 0.0351
4250 0.2500 355.8333 0.0000 3.9167 0.0349 1.7396 0.0074
5338 0.1667 355.7500 0.0000 4.0833 0.0487 1.7014 0.0050
3851 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
4746o 320.9444 37.4167 0.0000 1.6389 0.0539 0.4062 0.1081
4746u 0.1667 359.8333 0.0000 0.0000 0.0839 0.0729 1.5622
4645o 319.8889 40.1111 0.0000 0.0000 0.0556 0.7193 0.0767
4645u 0.1667 359.8333 0.0000 0.0000 0.0839 0.0728 1.5457
3836o 4.2778 355.7222 0.0000 0.0000 0.1088 1.8272 0.0287
3635o 317.5000 0.0000 0.0000 42.5000 0.0483 2.0175 0.0588
2217o 326.8611 6.3889 0.0000 26.7500 0.0889 1.3436 0.2242
2217u 0.1667 359.8333 0.0000 0.0000 0.2135 0.4523 3.4324
2019o 348.8125 8.0278 0.0000 3.1597 0.0493 0.4894 0.0314
2019u 0.1667 359.8333 0.0000 0.0000 0.1351 0.1663 2.5085
1918o 350.4444 9.5556 0.0000 0.0000 0.0624 1.0179 0.0251
1918u 0.1667 359.8333 0.0000 0.0000 0.1679 0.2912 4.3273
1817o 324.5000 18.7500 0.0000 16.7500 0.0935 1.8333 0.1148
1817u 0.1667 359.8333 0.0000 0.0000 0.1825 0.2962 2.1849
1009o 354.8333 5.1667 0.0000 0.0000 0.0182 0.1098 0.0071
1009u 0.1667 359.8333 0.0000 0.0000 0.1082 0.1139 1.6805
0706o 335.1667 24.8333 0.0000 0.0000 0.0416 0.3200 0.0189
0706u 0.1667 359.8333 0.0000 0.0000 0.0896 0.0728 1.2466
0604o 331.0833 0.0000 0.0000 28.9167 0.0555 0.4634 0.0778
0604u 0.1667 359.8333 0.0000 0.0000 0.1049 0.1135 2.6876
0504o 343.0278 9.2222 0.0000 7.7500 0.0365 0.2723 0.0152
0504u 0.1667 359.8333 0.0000 0.0000 0.0839 0.0730 1.8596
0403o 350.0278 1.4444 0.0000 8.5278 0.0595 0.5900 0.0404
0403u 0.1667 359.8333 0.0000 0.0000 0.2207 0.4607 2.5037
0302o 332.1667 13.9722 0.0000 13.8611 0.1344 4.3155 0.1252
0302u 0.1667 359.8333 0.0000 0.0000 0.3108 0.9868 0.6720
14a14bo 326.8889 31.8889 0.0000 1.2222 0.1658 8.8506 0.0787
14a14bu 5.3333 354.6667 0.0000 0.0000 0.0839 0.0727 1.8868
*===========================================*
| 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 0.0095 205.1246 0.0003 0.9990 0.1856 0.0055 0.1685 2.7498
5047 0.0365 788.2695 0.0011 0.9833 0.9893 0.0183 0.1819 0.0350
5114b 0.0064 138.4704 0.0005 0.9783 0.9464 0.0099 0.0989 0.0350
4342 0.0093 200.3756 0.0003 0.9990 0.2172 0.0044 0.1518 2.7498
3736 0.0099 213.0699 0.0004 0.9990 0.8942 0.0312 0.3934 1.2221
3534 0.0498 1075.5728 0.0030 0.9805 0.2585 0.0202 0.2017 0.0350
3422 0.0502 1085.0638 0.0030 0.9805 0.4916 0.0251 0.2530 0.0450
3130 0.0144 310.2474 0.0006 0.9990 0.8241 0.0195 0.3899 2.1387
3024 0.0737 1591.2036 0.0016 0.9990 1.3876 0.0592 0.0625 0.7944
3036 0.0100 216.5651 0.0038 0.9618 0.0156 0.0621 0.7907 0.0206
2827 0.0169 363.9840 0.0007 0.9990 1.2551 0.0113 0.0431 1.2221
2726 0.0162 349.3026 0.0014 0.1930 0.0507 0.0358 0.3144 0.0200
2629 0.0193 416.3726 0.0011 0.9990 0.1713 0.0236 0.1607 2.1387
2930 0.0472 1018.6320 0.0020 0.9990 0.6466 0.0276 0.2505 1.2221
2725 0.0306 661.8252 0.0008 0.9990 1.1440 0.0416 0.0368 0.7944
2524 0.0305 657.7983 0.0008 0.9970 1.5627 0.0400 0.0350 0.0130
2422 0.1044 2255.0739 0.0025 0.9990 0.8386 0.0789 0.1115 0.7944
L575 0.0261 563.7730 0.0010 0.9990 0.5300 0.0203 0.2227 2.7498
2117 0.0146 314.5260 0.0009 0.9891 0.8363 0.0243 0.2443 0.0200
1714B 0.0403 870.2600 0.0050 0.2955 0.0209 0.0283 0.5361 0.0211
1716 0.2756 5953.3611 0.0065 0.9990 0.9772 0.1188 0.2925 See the original
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