Original source · versioned page text
e20y25m.out
From the archive XPXtrm.zip, inside Further information re: stormwater modelling - REC17/0011. File date in the archive: 2017-10-09 17:40.
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 35.0000
N53 42.4288 50.0000 0.0000
N52 50.0000 50.0000 0.0000
N38 1.4873 3.7182 0.0000
N51 1.8740 4.6850 10.0000
N48 1.6548 4.1370 20.0000
N50 1.4296 3.5739 30.0000
N47 0.7360 1.8400 330.0000
N46 0.8422 2.1056 50.0000
N45 1.0600 2.6500 19080.0000
N43 46.7442 50.0000 0.0000
N42 50.0000 50.0000 0.0000
N37 22.4050 50.0000 0.0000
N36 1.1623 2.9059 15.0000
N35 1.8784 4.6961 5.0000
N34 50.0000 50.0000 0.0000
N31 15.2707 38.1767 0.0000
N30 0.1463 0.3657 75.0000
N29 31.6726 50.0000 0.0000
N28 13.5975 33.9938 0.0000
N27 2.4768 6.1920 430.0000
N26 42.2089 50.0000 0.0000
N25 2.7907 6.9767 5.0000
N24 0.6402 1.6006 15.0000
N23 5.8245 14.5612 0.0000
N22 1.0896 2.7241 25.0000
N21 1.1117 2.7792 70.0000
N20 0.3578 0.8946 45.0000
N19 0.2984 0.7459 355.0000
N18 0.7229 1.8072 110.0000
N17 2.2712 5.6781 15.0000
N16 2.5927 6.4817 10.0000
N15 6.2157 15.5393 0.0000
N14B 0.4799 1.1998 360.0000
N14A 9.7720 24.4301 0.0000
N13 34.7596 50.0000 0.0000
N12 21.1123 50.0000 0.0000
N11 15.3125 38.2813 0.0000
N10 0.7801 1.9503 230.0000
N9 1.0062 2.5155 30.0000
N8 0.7046 1.7614 75.0000
N7 1.0739 2.6848 70.0000
N6 1.0118 2.5295 20.0000
N5 1.0738 2.6845 80.0000
N4 0.8112 2.0279 5.0000
N3 22.4806 50.0000 0.0000
N2 19.7892 49.4729 0.0000
N1 50.0000 50.0000 0.0000
The junction requiring the smallest time step was...N45
*==========================================================*
| Table E5a - Conduit Explicit Condition Summary |
| Courant = Conduit Length |
| Time step = -------------------------------- |
| Velocity + sqrt(g*depth) |
| |
| Conduit Implicit Condition Summary |
| Courant = Conduit Length |
| Time step = -------------------------------- |
| Velocity |
*==========================================================*
| The 3rd column is the Explicit time step times the |
| minimum courant time step factor |
| |
| Minimum Conduit Time Step in seconds in the 4th column |
| in the list. Maximum possible is 10 * maximum time step |
| |
| The 5th column is the maximum change at any time step |
| during the simulation. The 6th column is the wobble |
| value which is an indicator of the flow stability. |
| |
| You should use this section to find those conduits that |
| are slowing your model down. Use modify conduits to |
| alter the length of the slow conduits to make your |
| simulation faster, or change the conduit name to |
| "CHME?????" where ????? are any characters, this will |
| lengthen the conduit based on the model time step, |
| not the value listed in modify conduits. |
*==========================================================*
Conduit Time(exp) Expl*Cmin Time(imp) Time(min) Max Qchange Wobble Type of Soln
-------------- --------- --------- --------- --------- ----------- ------- ------------
5453 50.0000 50.0000 50.0000 3.2500 -0.0009 0.0319 Normal Soln
5047 33.8559 33.8559 50.0000 0.0000 0.0023 0.2799 Normal Soln
5114b 50.0000 50.0000 50.0000 0.0000 0.0036 0.0615 Normal Soln
4342 50.0000 50.0000 50.0000 0.0000 -0.0011 0.0263 Normal Soln
3736 35.9287 35.9287 50.0000 0.0000 -0.0020 0.0203 Normal Soln
3534 5.0171 5.0171 12.5891 0.0000 0.0163 0.3960 Normal Soln
3422 20.3564 20.3564 50.0000 0.0000 0.0211 0.3783 Normal Soln
3130 50.0000 50.0000 50.0000 0.0000 -0.0032 0.0360 Normal Soln
3024 7.3608 7.3608 17.2291 0.0000 -0.0180 2.2724 Normal Soln
3036 11.5271 11.5271 50.0000 0.0000 0.0177 0.4374 Normal Soln
2827 29.0058 29.0058 46.4339 0.0000 -0.0022 0.0334 Normal Soln
2726 7.6953 7.6953 43.2635 0.0000 0.0536 0.0583 Normal Soln
2629 31.8241 31.8241 50.0000 0.0000 -0.0034 0.4021 Normal Soln
2930 27.2587 27.2587 50.0000 0.0000 -0.0066 0.1519 Normal Soln
2725 4.9413 4.9413 12.3873 0.0000 0.0034 2.3906 Normal Soln
2524 14.5202 14.5202 32.6697 0.0000 -0.0057 2.0491 Normal Soln
2422 6.3039 6.3039 16.9478 0.0000 -0.0430 2.0974 Normal Soln
L575 44.4695 44.4695 50.0000 0.0000 -0.0075 0.2191 Normal Soln
2117 7.7236 7.7236 21.3855 0.0000 0.0081 0.0585 Normal Soln
1714B 17.9457 17.9457 50.0000 0.0000 0.0495 0.4174 Normal Soln
1716 4.6213 4.6213 12.6502 0.0000 -0.0299 1.4674 Normal Soln
1615 3.9208 3.9208 9.8662 0.0000 0.0181 3.4748 Normal Soln
1614A 1.7718 1.7718 5.2438 23.5000 -0.0201 3.2618 Normal Soln
4514B 14.8632 14.8632 24.7780 0.0000 0.0283 0.0734 Normal Soln
4515 5.6940 5.6940 13.1426 0.0000 0.0046 2.0940 Normal Soln
1502 15.1492 15.1492 33.3256 0.0000 0.0195 4.6959 Normal Soln
14A13 4.0151 4.0151 18.2682 0.0000 -0.0149 0.3292 Normal Soln
1312 6.2431 6.2431 27.0445 0.0000 -0.0159 0.3438 Normal Soln
1211 15.4067 15.4067 50.0000 0.0000 0.0136 0.2286 Normal Soln
1103 15.7478 15.7478 50.0000 0.0000 0.0105 0.1486 Normal Soln
0912 28.9229 28.9229 50.0000 0.0000 -0.0026 0.0228 Normal Soln
0908 11.3870 11.3870 41.6691 0.0000 0.0054 2.3058 Normal Soln
0811 35.4590 35.4590 50.0000 0.0000 0.0043 0.0666 Normal Soln
0804 10.7525 10.7525 33.0851 0.0000 -0.0089 3.1153 Normal Soln
0201 3.0588 3.0588 7.3215 323.6667 0.1453 0.0797 Normal Soln
5248 50.0000 50.0000 50.0000 0.0000 0.0013 0.0620 Normal Soln
4845 46.0693 46.0693 50.0000 0.0000 0.0019 0.2447 Normal Soln
4250 50.0000 50.0000 50.0000 0.0000 0.0016 0.0495 Normal Soln
5338 50.0000 50.0000 50.0000 0.0000 -0.0010 0.0329 Normal Soln
3851 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
4746o 14.6645 14.6645 25.2321 0.0000 0.0045 0.0425 Normal Soln
4746u 5.3101 5.3101 17.4825 0.0000 0.0041 1.8436 Normal Soln
4645o 24.6707 24.6707 50.0000 0.0000 0.0048 0.0462 Normal Soln
4645u 6.9828 6.9828 23.9630 0.0000 0.0058 2.6687 Normal Soln
3836o 31.1727 31.1727 50.0000 0.0000 0.0016 0.0361 Normal Soln
3635o 15.8128 15.8128 33.1002 0.0000 0.0211 0.0637 Normal Soln
2217o 18.2356 18.2356 33.7531 0.0000 -0.0127 0.1235 Normal Soln
2217u 5.5593 5.5593 15.1678 0.0000 -0.0755 4.1518 Normal Soln
2019o 23.0009 23.0009 39.0886 0.0000 -0.0056 0.0491 Normal Soln
2019u 5.1451 5.1451 11.2825 0.0000 0.0160 1.6459 Normal Soln
1918o 50.0000 50.0000 50.0000 0.0000 0.0049 0.0163 Normal Soln
1918u 15.9257 15.9257 36.8763 0.0000 -0.0133 2.0772 Normal Soln
1817o 14.4987 14.4987 37.9529 0.0000 -0.0074 0.1858 Normal Soln
1817u 4.0173 4.0173 10.1405 0.0000 0.0195 3.5177 Normal Soln
1009o 50.0000 50.0000 50.0000 0.0000 -0.0024 0.0108 Normal Soln
1009u 10.3750 10.3750 30.0126 0.0000 -0.0023 1.7366 Normal Soln
0706o 29.1806 29.1806 50.0000 0.0000 -0.0031 0.0341 Normal Soln
0706u 6.7803 6.7803 24.5374 0.0000 0.0035 1.9260 Normal Soln
0604o 30.3996 30.3996 50.0000 0.0000 -0.0038 0.1107 Normal Soln
0604u 9.6832 9.6832 20.7502 0.0000 0.0042 2.2257 Normal Soln
0504o 50.0000 50.0000 50.0000 0.0000 -0.0026 0.0230 Normal Soln
0504u 12.4065 12.4065 33.3738 0.0000 -0.0192 2.0048 Normal Soln
0403o 13.6751 13.6751 29.1291 0.0000 -0.0053 0.0908 Normal Soln
0403u 3.2772 3.2772 7.1041 0.0000 -0.0191 1.2467 Normal Soln
0302o 6.7223 6.7223 17.8654 0.0000 0.0104 0.8664 Normal Soln
0302u 2.7268 2.7268 11.8934 0.0000 -0.0078 0.5933 Normal Soln
14a14bo 6.7427 6.7427 25.1478 0.0000 0.0228 0.0509 Normal Soln
14a14bu 1.8703 1.8703 4.9441 9.5833 -0.0124 3.1282 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/ 0.01 / 1.87/ N21/ 1.00 / 3.00/
N20/ 0.00 / 6.00/ N19/ 0.00 / 4.50/ N18/ 0.01 / 1.91/
N17/ 0.01 / 1.76/ N16/ 0.01 / 1.35/ N15/ 0.03 / 1.24/
N14B/ 0.00 / 1.80/ N14A/ 0.05 / 1.65/ N13/ 0.00 / 1.86/
N12/ 0.00 / 1.68/ N11/ 0.01 / 1.35/ N10/ 0.00 / 3.60/
N9/ 0.00 / 2.50/ N8/ 0.00 / 2.00/ N7/ 0.00 / 4.00/
N6/ 0.00 / 3.50/ N5/ 0.00 / 3.30/ N4/ 0.00 / 1.70/
N3/ 0.00 / 1.10/ N2/ 0.01 / 1.06/ N1/ 0.00 / 0.93/
Conduit/ Flow ===> "*" Conduit uses the normal flow option.
5453/ 0.00*/ 5047/ 0.00 / 5114b/ 0.00 /
4342/ 0.00*/ 3736/ 0.00 / 3534/ 0.00*/
3422/ 0.00 / 3130/ 0.00 / 3024/ 0.00 /
3036/ 0.00 / 2827/ 0.00 / 2726/ 0.00*/
2629/ 0.00 / 2930/ 0.00 / 2725/ 0.00 /
2524/ 0.00 / 2422/ 0.00*/ L575/ 0.00 /
2117/ 0.00 / 1714B/ 0.00 / 1716/ 0.00 /
1615/ 0.00*/ 1614A/ 0.00 / 4514B/ 0.00 /
4515/ 0.00*/ 1502/ 0.00 / 14A13/ 0.00*/
1312/ 0.00*/ 1211/ 0.00*/ 1103/ 0.00 /
0912/ 0.00*/ 0908/ 0.00*/ 0811/ 0.00*/
0804/ 0.00*/ 0201/ 0.00 / 5248/ 0.00 /
4845/ 0.00 / 4250/ 0.00 / 5338/ 0.00*/
3851/ 0.00 / 4746o/ 0.00*/ 4746u/ 0.00 /
4645o/ 0.00*/ 4645u/ 0.00*/ 3836o/ 0.00*/
3635o/ 0.00 / 2217o/ 0.00 / 2217u/ 0.00 /
2019o/ 0.00 / 2019u/ 0.00*/ 1918o/ 0.00*/
1918u/ 0.00*/ 1817o/ 0.00 / 1817u/ 0.00*/
1009o/ 0.00*/ 1009u/ 0.00*/ 0706o/ 0.00*/
0706u/ 0.00*/ 0604o/ 0.00 / 0604u/ 0.00*/
0504o/ 0.00*/ 0504u/ 0.00*/ 0403o/ 0.00 /
0403u/ 0.00 / 0302o/ 0.00 / 0302u/ 0.00*/
14a14bo/ 0.00 / 14a14bu/ 0.00*/ FREE # 1/ 0.00 /
Conduit/ Velocity
5453/ 0.00 / 5047/ 0.01 / 5114b/ 0.01 /
4342/ 0.00 / 3736/ 0.02 / 3534/ 0.00 /
3422/ 0.00 / 3130/ 0.01 / 3024/ 0.40 /
3036/ 0.00 / 2827/ 0.03 / 2726/ 0.00 /
2629/ 0.03 / 2930/ 0.08 / 2725/ 0.15 /
2524/ 0.18 / 2422/ 0.25 / L575/ 0.01 /
2117/ 0.01 / 1714B/ 0.00 / 1716/ 0.33 /
1615/ 0.18 / 1614A/ 0.00 / 4514B/ 0.00 /
4515/ 0.05 / 1502/ 0.20 / 14A13/ 0.00 /
1312/ 0.00 / 1211/ 0.00 / 1103/ 0.01 /
0912/ 0.00 / 0908/ 0.07 / 0811/ 0.00 /
0804/ 0.06 / 0201/ 0.09 / 5248/ 0.01 /
4845/ 0.01 / 4250/ 0.01 / 5338/ 0.00 /
3851/ 0.00 / 4746o/ 0.00 / 4746u/ 0.16 /
4645o/ 0.00 / 4645u/ 0.10 / 3836o/ 0.00 /
3635o/ 0.00 / 2217o/ 0.00 / 2217u/ 0.19 /
2019o/ 0.00 / 2019u/ 0.29 / 1918o/ 0.00 /
1918u/ 0.20 / 1817o/ 0.00 / 1817u/ 0.15 /
1009o/ 0.00 / 1009u/ 0.10 / 0706o/ 0.00 /
0706u/ 0.06 / 0604o/ 0.00 / 0604u/ 0.22 /
0504o/ 0.00 / 0504u/ 0.05 / 0403o/ 0.00 /
0403u/ 0.27 / 0302o/ 0.00 / 0302u/ 0.01 /
14a14bo/ 0.00 / 14a14bu/ 0.00 /
Conduit/ Width
5453/ 0.33 / 5047/ 0.20 / 5114b/ 0.05 /
4342/ 0.23 / 3736/ 0.02 / 3534/ 0.01 /
3422/ 0.01 / 3130/ 0.05 / 3024/ 0.18 /
3036/ 3.16 / 2827/ 0.02 / 2726/ 8.93 /
2629/ 0.45 / 2930/ 0.20 / 2725/ 0.15 /
2524/ 0.15 / 2422/ 0.24 / L575/ 0.04 /
2117/ 0.03 / 1714B/ 1.73 / 1716/ 0.41 /
1615/ 0.29 / 1614A/ 0.33 / 4514B/ 0.16 /
4515/ 0.14 / 1502/ 0.32 / 14A13/ 0.18 /
1312/ 0.00 / 1211/ 0.03 / 1103/ 0.09 /
0912/ 0.05 / 0908/ 0.15 / 0811/ 0.07 /
0804/ 0.18 / 0201/ 0.24 / 5248/ 0.28 /
4845/ 0.19 / 4250/ 0.32 / 5338/ 1.39 /
3851/ 0.03 / 4746o/ 0.06 / 4746u/ 0.12 /
4645o/ 0.04 / 4645u/ 0.12 / 3836o/ 3.22 /
3635o/ 0.00 / 2217o/ 0.33 / 2217u/ 0.29 /
2019o/ 0.53 / 2019u/ 0.18 / 1918o/ 0.16 /
1918u/ 0.24 / 1817o/ 0.27 / 1817u/ 0.24 /
1009o/ 0.05 / 1009u/ 0.15 / 0706o/ 0.03 /
0706u/ 0.12 / 0604o/ 0.09 / 0604u/ 0.15 /
0504o/ 0.14 / 0504u/ 0.12 / 0403o/ 0.29 /
0403u/ 0.29 / 0302o/ 0.22 / 0302u/ 1.50 /
14a14bo/ 0.01 / 14a14bu/ 0.17 /
Junction/ EGL
N54/ 0.00 / N53/ 0.00 / N52/ 0.00 /
N38/ 1.00 / N51/ 1.00 / N48/ 1.20 /
N50/ 1.00 / N47/ 1.00 / N46/ 0.00 /
N45/ 1.00 / N43/ 0.00 / N42/ 0.00 /
N37/ 0.00 / N36/ 1.15 / N35/ 1.00 /
N34/ 0.00 / N31/ 0.00 / N30/ 1.50 /
N29/ 0.00 / N28/ 0.00 / N27/ 1.35 /
N26/ 0.01 / N25/ 0.00 / N24/ 0.28 /
N23/ 0.00 / N22/ 1.54 / N21/ 1.00 /
N20/ 0.00 / N19/ 0.01 / N18/ 0.01 /
N17/ 1.20 / N16/ 0.02 / N15/ 0.03 /
N14B/ 1.20 / N14A/ 0.05 / N13/ 0.00 /
N12/ 0.00 / N11/ 0.01 / N10/ 0.00 /
N9/ 0.00 / N8/ 0.00 / N7/ 0.00 /
N6/ 0.00 / N5/ 0.00 / N4/ 0.01 /
N3/ 0.00 / N2/ 0.02 / N1/ 0.00 /
Junction/ Freeboard
N54/ 1.10 / N53/ 1.50 / N52/ 3.00 /
N38/ 4.00 / N51/ 5.20 / N48/ 5.40 /
N50/ 4.30 / N47/ 6.40 / N46/ 7.00 /
N45/ 7.50 / N43/ 0.80 / N42/ 2.70 /
N37/ 3.00 / N36/ 4.38 / N35/ 5.80 /
N34/ 5.90 / N31/ 2.50 / N30/ 5.79 /
N29/ 3.60 / N28/ 1.70 / N27/ 4.65 /
N26/ 3.49 / N25/ 5.13 / N24/ 7.40 /
N23/ 5.30 / N22/ 8.13 / N21/ 7.00 /
N20/ 4.00 / N19/ 5.50 / N18/ 8.09 /
N17/ 8.24 / N16/ 8.65 / N15/ 8.76 /
N14B/ 8.20 / N14A/ 8.35 / N13/ 8.14 /
N12/ 8.32 / N11/ 8.65 / N10/ 6.40 /
N9/ 7.50 / N8/ 8.00 / N7/ 6.00 /
N6/ 6.50 / N5/ 6.70 / N4/ 8.30 /
N3/ 8.90 / N2/ 8.94 / N1/ 9.07 /
Junction/ Max Volume
N54/ 0.02 / N53/ 0.02 / N52/ 0.03 /
N38/ 1.09 / 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/ 1.15 /
N34/ 0.14 / N31/ 0.03 / N30/ 1.67 /
N29/ 0.15 / N28/ 0.09 / N27/ 1.38 /
N26/ 0.23 / N25/ 0.83 / N24/ 1.59 /
N23/ 0.14 / N22/ 1.76 / N21/ 1.13 /
N20/ 1.03 / N19/ 1.57 / N18/ 1.33 /
N17/ 1.38 / N16/ 1.80 / N15/ 1.24 /
N14B/ 1.31 / N14A/ 1.24 / N13/ 0.80 /
N12/ 0.79 / N11/ 0.95 / N10/ 1.02 /
N9/ 1.03 / N8/ 1.05 / N7/ 1.04 /
N6/ 1.07 / N5/ 1.03 / N4/ 1.17 /
N3/ 0.86 / N2/ 0.85 / N1/ 0.85 /
Junction/Total Fldng
N54/ 0.00 / N53/ 0.00 / N52/ 0.00 /
N38/ 0.00 / N51/ 0.00 / N48/ 0.00 /
N50/ 0.00 / N47/ 0.00 / N46/ 0.00 /
N45/ 0.00 / N43/ 0.00 / N42/ 0.00 /
N37/ 0.00 / N36/ 0.00 / N35/ 0.00 /
N34/ 0.00 / N31/ 0.00 / N30/ 0.00 /
N29/ 0.00 / N28/ 0.00 / N27/ 0.00 /
N26/ 0.00 / N25/ 0.00 / N24/ 0.00 /
N23/ 0.00 / N22/ 0.00 / N21/ 0.00 /
N20/ 0.00 / N19/ 0.00 / N18/ 0.00 /
N17/ 0.00 / N16/ 0.00 / N15/ 0.00 /
N14B/ 0.00 / N14A/ 0.00 / N13/ 0.00 /
N12/ 0.00 / N11/ 0.00 / N10/ 0.00 /
N9/ 0.00 / N8/ 0.00 / N7/ 0.00 /
N6/ 0.00 / N5/ 0.00 / N4/ 0.00 /
N3/ 0.00 / N2/ 0.00 / N1/ 0.00 /
Conduit/ Cross Sectional Area
5453/ 0.00 / 5047/ 0.00 / 5114b/ 0.00 /
4342/ 0.00 / 3736/ 0.00 / 3534/ 0.00 /
3422/ 0.00 / 3130/ 0.00 / 3024/ 0.00 /
3036/ 0.16 / 2827/ 0.00 / 2726/ 0.00 /
2629/ 0.00 / 2930/ 0.00 / 2725/ 0.00 /
2524/ 0.00 / 2422/ 0.00 / L575/ 0.00 /
2117/ 0.00 / 1714B/ 0.00 / 1716/ 0.00 /
1615/ 0.00 / 1614A/ 0.01 / 4514B/ 0.00 /
4515/ 0.00 / 1502/ 0.00 / 14A13/ 0.01 /
1312/ 0.00 / 1211/ 0.00 / 1103/ 0.00 /
0912/ 0.00 / 0908/ 0.00 / 0811/ 0.00 /
0804/ 0.00 / 0201/ 0.01 / 5248/ 0.00 /
4845/ 0.00 / 4250/ 0.00 / 5338/ 0.01 /
3851/ 0.00 / 4746o/ 0.00 / 4746u/ 0.00 /
4645o/ 0.00 / 4645u/ 0.00 / 3836o/ 0.16 /
3635o/ 0.00 / 2217o/ 0.00 / 2217u/ 0.00 /
2019o/ 0.00 / 2019u/ 0.00 / 1918o/ 0.00 /
1918u/ 0.00 / 1817o/ 0.00 / 1817u/ 0.00 /
1009o/ 0.00 / 1009u/ 0.00 / 0706o/ 0.00 /
0706u/ 0.00 / 0604o/ 0.00 / 0604u/ 0.00 /
0504o/ 0.00 / 0504u/ 0.00 / 0403o/ 0.00 /
0403u/ 0.00 / 0302o/ 0.00 / 0302u/ 0.01 /
14a14bo/ 0.00 / 14a14bu/ 0.00 /
Conduit/ Final Volume
5453/ 0.09 / 5047/ 0.08 / 5114b/ 0.02 /
4342/ 0.05 / 3736/ 0.01 / 3534/ 0.00 /
3422/ 0.00 / 3130/ 0.04 / 3024/ 0.05 /
3036/ 2.86 / 2827/ 0.01 / 2726/ 0.03 /
2629/ 0.16 / 2930/ 0.08 / 2725/ 0.00 /
2524/ 0.01 / 2422/ 0.06 / L575/ 0.01 /
2117/ 0.01 / 1714B/ 0.00 / 1716/ 0.06 /
1615/ 0.10 / 1614A/ 0.06 / 4514B/ 0.00 /
4515/ 0.05 / 1502/ 0.39 / 14A13/ 0.07 /
1312/ 0.00 / 1211/ 0.04 / 1103/ 0.16 /
0912/ 0.00 / 0908/ 0.01 / 0811/ 0.00 /
0804/ 0.01 / 0201/ 0.13 / 5248/ 0.06 /
4845/ 0.09 / 4250/ 0.07 / 5338/ 0.43 /
3851/ 0.00 / 4746o/ 0.00 / 4746u/ 0.01 /
4645o/ 0.00 / 4645u/ 0.01 / 3836o/ 6.38 /
3635o/ 0.00 / 2217o/ 0.00 / 2217u/ 0.09 /
2019o/ 0.00 / 2019u/ 0.01 / 1918o/ 0.00 /
1918u/ 0.08 / 1817o/ 0.00 / 1817u/ 0.03 /
1009o/ 0.00 / 1009u/ 0.00 / 0706o/ 0.00 /
0706u/ 0.00 / 0604o/ 0.00 / 0604u/ 0.01 /
0504o/ 0.00 / 0504u/ 0.01 / 0403o/ 0.00 /
0403u/ 0.01 / 0302o/ 0.00 / 0302u/ 0.28 /
14a14bo/ 0.00 / 14a14bu/ 0.04 /
Conduit/ Hydraulic Radius
5453/ 0.00 / 5047/ 0.00 / 5114b/ 0.00 /
4342/ 0.00 / 3736/ 0.00 / 3534/ 0.00 /
3422/ 0.00 / 3130/ 0.00 / 3024/ 0.01 /
3036/ 0.02 / 2827/ 0.00 / 2726/ 0.01 /
2629/ 0.00 / 2930/ 0.00 / 2725/ 0.00 /
2524/ 0.00 / 2422/ 0.01 / L575/ 0.00 /
2117/ 0.00 / 1714B/ 0.00 / 1716/ 0.01 /
1615/ 0.01 / 1614A/ 0.02 / 4514B/ 0.00 /
4515/ 0.01 / 1502/ 0.01 / 14A13/ 0.01 /
1312/ 0.00 / 1211/ 0.00 / 1103/ 0.00 /
0912/ 0.00 / 0908/ 0.00 / 0811/ 0.00 /
0804/ 0.00 / 0201/ 0.01 / 5248/ 0.00 /
4845/ 0.00 / 4250/ 0.00 / 5338/ 0.00 /
3851/ 0.00 / 4746o/ 0.00 / 4746u/ 0.00 /
4645o/ 0.00 / 4645u/ 0.00 / 3836o/ 0.02 /
3635o/ 0.00 / 2217o/ 0.00 / 2217u/ 0.01 /
2019o/ 0.00 / 2019u/ 0.00 / 1918o/ 0.00 /
1918u/ 0.00 / 1817o/ 0.00 / 1817u/ 0.01 /
1009o/ 0.00 / 1009u/ 0.00 / 0706o/ 0.00 /
0706u/ 0.00 / 0604o/ 0.00 / 0604u/ 0.00 /
0504o/ 0.00 / 0504u/ 0.00 / 0403o/ 0.00 /
0403u/ 0.00 / 0302o/ 0.00 / 0302u/ 0.01 /
14a14bo/ 0.00 / 14a14bu/ 0.01 /
Conduit/ Upstream/ Downstream Elevation
5453/ 8.90/ 7.00 5047/ 5.70/ 4.60 5114b/ 4.80/ 3.00/
4342/ 9.20/ 7.30 3736/ 7.00/ 5.52 3534/ 4.20/ 4.10/
3422/ 4.10/ 3.40 3130/ 7.50/ 5.70 3024/ 4.21/ 2.86/
3036/ 5.62/ 5.62 2827/ 8.30/ 6.70 2726/ 6.51/ 6.51/
2629/ 6.51/ 6.40 2930/ 6.40/ 5.62 2725/ 5.35/ 4.87/
2524/ 4.87/ 2.86 2422/ 2.60/ 1.87 L575/ 4.70/ 3.40/
2117/ 3.00/ 2.95 1714B/ 1.80/ 1.80 1716/ 1.76/ 1.35/
1615/ 1.35/ 1.24 1614A/ 1.65/ 1.65 4514B/ 1.80/ 1.80/
4515/ 2.50/ 1.24 1502/ 1.24/ 1.06 14A13/ 1.86/ 1.65/
1312/ 1.86/ 1.68 1211/ 1.68/ 1.35 1103/ 1.35/ 1.10/
0912/ 1.68/ 1.68 0908/ 2.50/ 2.00 0811/ 1.35/ 1.35/
0804/ 2.00/ 1.70 0201/ 1.06/ 0.93 5248/ 7.00/ 4.80/
4845/ 4.60/ 3.50 4250/ 7.30/ 5.70 5338/ 8.50/ 6.00/
3851/ 6.00/ 4.80 4746o/ 3.00/ 3.00 4746u/ 3.60/ 3.00/
4645o/ 2.50/ 2.50 4645u/ 3.00/ 2.50 3836o/ 6.00/ 5.62/
3635o/ 4.20/ 4.20 2217o/ 1.76/ 1.76 2217u/ 1.87/ 1.76/
2019o/ 4.50/ 4.50 2019u/ 6.00/ 4.50 1918o/ 1.91/ 1.91/
1918u/ 4.50/ 1.91 1817o/ 1.76/ 1.76 1817u/ 1.91/ 1.76/
1009o/ 2.50/ 2.50 1009u/ 3.60/ 2.50 0706o/ 3.50/ 3.50/
0706u/ 4.00/ 3.50 0604o/ 1.70/ 1.70 0604u/ 3.50/ 1.70/
0504o/ 1.70/ 1.70 0504u/ 3.30/ 1.70 0403o/ 1.10/ 1.10/
0403u/ 1.70/ 1.10 0302o/ 1.06/ 1.06 0302u/ 1.10/ 1.06/
14a14bo/ 1.65/ 1.65 14a14bu/ 1.80/ 1.65
*=========================================================*
| Table E7 - Iteration Summary |
*=========================================================*
Total number of time steps simulated............ 4320
Total number of passes in the simulation........ 7105
Total number of time steps during simulation.... 5405
Ratio of actual # of time steps / NTCYC......... 1.251
Average number of iterations per time step...... 1.315
Average time step size(seconds)................ 3.996
Smallest time step size(seconds)................ 0.500
Largest time step size(seconds)................ 5.000
Average minimum Conduit Courant time step (sec). 4.671
Average minimum implicit time step (sec)........ 1.339
Average minimum junction time step (sec)........ 1.339
Average Courant Factor Tf....................... 1.339
Number of times omega reduced................... 99
*=========================================================*
| 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 1.13 6087 0 7 0 0 0
N53 0 1.13 6095 0 4 0 0 0
N52 0 1.23 6672 0 7 0 0 0
N38 0 1.13 6103 0 9 0 0 0
N51 0 1.06 5723 1 28 1 1 0
N48 0 1.29 6974 1 22 1 0 0
N50 0 1.30 7039 1 18 1 0 0
N47 0 1.35 7282 0 7 0 0 0
N46 0 1.38 7483 1 8 0 0 0
N45 0 1.51 8183 3 16 5 0 0
N43 0 1.12 6073 0 7 0 0 0
N42 0 1.27 6884 0 9 0 0 0
N37 0 1.11 6010 0 7 0 0 0
N36 0 1.59 8601 0 10 3 0 0
N35 0 1.40 7566 0 7 0 0 0
N34 0 1.31 7077 0 18 1 0 0
N31 0 1.16 6289 1 9 0 0 0
N30 0 1.58 8524 2 20 5 0 0
N29 0 1.41 7644 0 6 0 0 0
N28 0 1.15 6240 3 7 0 0 0
N27 0 1.46 7899 2 24 1 0 0
N26 0 1.32 7156 0 6 0 0 0
N25 0 1.21 6538 0 8 0 0 0
N24 0 1.31 7075 2 11 1 0 0
N23 0 1.27 6861 0 8 0 0 0
N22 0 1.57 8498 38 22 4 0 0
N21 0 1.34 7261 1 21 1 0 0
N20 0 1.34 7246 1 19 3 0 0
N19 0 1.48 8009 0 10 2 0 0
N18 0 1.59 8595 1 11 1 0 0
N17 0 1.90 10293 4 13 1 0 0
N16 0 1.51 8135 0 19 5 0 0
N15 0 1.30 7003 0 7 0 0 0
N14B 0 1.77 9544 1 12 2 0 0
N14A 0 1.65 8920 5 14 17 0 0
N13 0 1.60 8645 0 7 0 0 0
N12 0 1.51 8166 0 7 0 0 0
N11 0 1.56 8435 0 11 1 0 0
N10 0 1.17 6340 0 13 1 0 0
N9 0 1.33 7192 1 12 2 0 0
N8 0 1.36 7362 2 8 0 0 0
N7 0 1.21 6534 1 16 1 0 0
N6 0 1.45 7864 17 8 0 0 0
N5 0 1.19 6453 0 15 1 0 0
N4 0 1.64 8891 4 11 2 0 0
N3 0 1.92 10403 0 9 0 0 0
N2 0 1.76 9489 0 9 0 0 0
N1 0 1.52 8223 6 20 5 0 0
Total number of iterations for all junctions.. 361579
Minimum number of possible iterations......... 259440
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 8.9243 0 15 0.0000 1.0757 1.0000 0.0000 0.0000 0.0000
N53 10.0000 8.7000 8.5248 0 15 0.0000 1.4752 1.0000 0.0000 0.0000 0.0000
N52 10.0000 7.2000 7.0326 0 16 0.0000 2.9674 1.0000 0.0000 0.0000 0.0000
N38 10.0000 6.4000 6.0895 0 19 0.0000 3.9105 1.0000 0.0000 0.0000 0.0000
N51 10.0000 5.0000 4.8227 0 15 0.0000 5.1773 1.0000 0.0000 0.0000 0.0000
N48 10.0000 5.0000 4.6559 0 15 0.0000 5.3441 1.0000 0.0000 0.0000 0.0000
N50 10.0000 5.9000 5.7602 0 17 0.0000 4.2398 1.0000 0.0000 0.0000 0.0000
N47 10.0000 5.0000 4.7014 0 15 0.0000 5.2986 1.0000 0.0000 0.0000 0.0000
N46 10.0000 4.4000 4.1107 0 16 0.0000 5.8893 1.0000 0.0000 0.0000 0.0000
N45 10.0000 3.9500 3.6564 0 16 0.0000 6.3436 1.0000 0.0000 0.0000 0.0000
N43 10.0000 9.4000 9.2227 0 15 0.0000 0.7773 1.0000 0.0000 0.0000 0.0000
N42 10.0000 7.5000 7.3297 0 15 0.0000 2.6703 1.0000 0.0000 0.0000 0.0000
N37 10.0000 7.4000 7.0712 0 15 0.0000 2.9288 1.0000 0.0000 0.0000 0.0000
N36 10.0000 6.1700 5.8609 0 16 0.0000 4.1391 1.0000 0.0000 0.0000 0.0000
N35 10.0000 5.6000 4.3493 0 16 0.0000 5.6507 1.0000 0.0000 0.0000 0.0000
N34 10.0000 4.5000 4.2446 0 17 0.0000 5.7554 1.0000 0.0000 0.0000 0.0000
N31 10.0000 7.8000 7.5255 0 15 0.0000 2.4745 1.0000 0.0000 0.0000 0.0000
N30 10.0000 6.0200 5.8676 0 16 0.0000 4.1324 1.0000 0.0000 0.0000 0.0000
N29 10.0000 6.8000 6.5516 0 15 0.0000 3.4484 1.0000 0.0000 0.0000 0.0000
N28 10.0000 8.7000 8.3851 0 15 0.0000 1.6149 1.0000 0.0000 0.0000 0.0000
N27 10.0000 7.1000 6.7337 0 15 0.0000 3.2663 1.0000 0.0000 0.0000 0.0000
N26 10.0000 6.9000 6.7335 0 15 0.0000 3.2665 1.0000 0.0000 0.0000 0.0000
N25 10.0000 5.2450 5.6986 0 16 0.4536 4.3014 1.0000 0.0000 0.0000 0.0000
N24 10.0000 3.3100 4.1774 0 18 0.8674 5.8226 1.0000 0.0000 0.0000 0.0000
N23 10.0000 5.0000 4.8367 0 14 0.0000 5.1633 1.0000 0.0000 0.0000 0.0000
N22 10.0000 3.9000 3.6188 0 18 0.0000 6.3812 1.0000 0.0000 0.0000 0.0000
N21 10.0000 3.5000 3.1349 0 18 0.0000 6.8651 1.0000 0.0000 0.0000 0.0000
N20 10.0000 7.3000 7.0322 0 15 0.0000 2.9678 1.0000 0.0000 0.0000 0.0000
N19 10.0000 6.4000 6.0707 0 15 0.0000 3.9293 1.0000 0.0000 0.0000 0.0000
N18 10.0000 3.5000 3.2269 0 16 0.0000 6.7731 1.0000 0.0000 0.0000 0.0000
N17 10.0000 3.4500 3.1348 0 18 0.0000 6.8652 1.0000 0.0000 0.0000 0.0000
N16 10.0000 2.4000 3.1417 0 19 0.7417 6.8583 1.0000 0.0000 0.0000 0.0000
N15 10.0000 2.0350 2.4453 0 19 0.4103 7.5547 1.0000 0.0000 0.0000 0.0000
N14B 10.0000 3.4900 3.1091 0 18 0.0000 6.8909 1.0000 0.0000 0.0000 0.0000
N14A 10.0000 3.3000 2.8364 0 19 0.0000 7.1636 1.0000 0.0000 0.0000 0.0000
N13 10.0000 3.5600 2.6648 0 18 0.0000 7.3352 1.0000 0.0000 0.0000 0.0000
N12 10.0000 3.3800 2.4669 0 20 0.0000 7.5331 1.0000 0.0000 0.0000 0.0000
N11 10.0000 3.3400 2.2854 0 21 0.0000 7.7146 1.0000 0.0000 0.0000 0.0000
N10 10.0000 4.9000 4.6178 0 15 0.0000 5.3822 1.0000 0.0000 0.0000 0.0000
N9 10.0000 3.9000 3.5266 0 15 0.0000 6.4734 1.0000 0.0000 0.0000 0.0000
N8 10.0000 3.4000 3.0507 0 15 0.0000 6.9493 1.0000 0.0000 0.0000 0.0000
N7 10.0000 5.3000 5.0357 0 15 0.0000 4.9643 1.0000 0.0000 0.0000 0.0000
N6 10.0000 4.8000 4.5707 0 15 0.0000 5.4293 1.0000 0.0000 0.0000 0.0000
N5 10.0000 4.6000 4.3281 0 15 0.0000 5.6719 1.0000 0.0000 0.0000 0.0000
N4 10.0000 3.2000 2.8656 0 15 0.0000 7.1344 1.0000 0.0000 0.0000 0.0000
N3 10.0000 3.1000 1.9590 0 21 0.0000 8.0410 1.0000 0.0000 0.0000 0.0000
N2 10.0000 3.0500 1.9046 0 21 0.0000 8.0954 1.0000 0.0000 0.0000 0.0000
N1 10.0000 2.9300 1.7847 0 21 0.0000 8.2153 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 0.1298 0 15 0.1958 0 14 0.0156 8.9243 7.0326 .1216 .1632
5047 2.8812 1.4600 200.0000 0.3943 0 17 0.5187 0 17 0.1368 5.7602 4.7014 .3011 .5068
5114b 3.5733 1.8108 200.0000 0.0964 0 15 0.4061 0 12 0.0270 4.8227 3.1091 .1134 .5456
4342 10.3858 1.3631 200.0000 0.1336 0 15 0.1967 0 15 0.0129 9.2227 7.3297 .1137 .1486
3736 14.9983 3.6090 400.0000 0.1494 0 15 0.7488 0 6 0.0100 7.0712 5.8676 .1781 .8690
3534 5.8173 1.4765 400.0000 1.1454 0 16 0.7943 0 16 0.1969 4.3493 4.2446 .3733 .3616
3422 6.0122 1.5213 400.0000 1.1312 0 17 0.6701 0 16 0.1881 4.2446 3.6188 .3616 .5469
3130 13.5508 2.2744 300.0000 0.2253 0 15 0.3895 0 9 0.0166 7.5255 5.8676 .0849 .5587
3024 0.4621 2.9058 450.0000 0.4506 0 29 2.9601 0 29 0.9751 5.8676 4.1774 3.705 2.927
3036 6.7857 1.4251 400.0000 0.8818 0 16 0.3314 0 16 0.1300 5.8676 5.8609 .6190 .8523
2827 15.5945 3.7524 400.0000 0.2593 0 15 1.0768 0 15 0.0166 8.3851 6.7846 .2128 .2114
2726 18.5574 3.1124 300.0000 0.4918 0 15 0.2357 0 6 0.0265 6.7337 6.7335 .1124 .7784
2629 2.4524 0.5150 400.0000 0.4929 0 15 0.3863 0 15 0.2010 6.7335 6.5516 .5838 .3790
2930 11.6053 2.4373 400.0000 0.8809 0 15 0.9400 0 10 0.0759 6.5516 5.8676 .3790 .6190
2725 0.2218 2.0080 375.0000 0.2608 0 6 2.4242 0 6 1.1759 6.7337 5.6986 3.689 2.209
2524 0.2779 2.5163 375.0000 0.2503 0 7 2.4487 0 6 0.9007 5.6986 4.1774 2.209 3.513
2422 0.8401 2.9711 600.0000 0.6544 0 28 2.3072 0 28 0.7789 4.1773 3.6188 2.645 2.931
L575 4.4056 1.1111 300.0000 0.4799 0 14 0.5379 0 14 0.1089 4.8367 3.6188 .4557 .7292
2117 10.3655 2.0976 500.0000 0.2169 0 12 0.4683 0 11 0.0209 3.1349 3.1348 .2698 .3696
1714B 8.1188 0.9553 500.0000 1.1945 0 18 0.3553 0 18 0.1471 3.1348 3.1091 .5696 .6182
1716 3.1532 3.6415 1050.000 2.0603 0 13 2.3728 0 13 0.6534 3.1348 3.1417 1.318 1.706
1615 0.7725 1.7486 750.0000 1.2163 0 13 2.7366 0 13 1.5745 3.1436 2.4453 2.404 1.647
1614A 0.7872 1.7819 750.0000 0.8460 0 13 1.9078 0 13 1.0747 3.1436 2.8364 1.991 1.648
4514B 28.0567 3.5017 450.0000 0.8394 0 16 0.9709 0 10 0.0299 3.6564 3.1091 .3475 .5758
4515 0.1942 2.7467 300.0000 0.1742 0 37 2.4349 0 37 0.8970 3.6564 2.4453 3.854 4.117
1502 0.6052 1.1322 825.0000 1.3668 0 14 2.7013 0 11 2.2583 2.4451 1.9046 1.497 1.035
14A13 16.6072 0.8411 1700.000 -2.6646 0 19 -0.5484 0 19 -0.1604 2.8364 2.6648 .5743 .6263
1312 15.7543 0.6101 1400.000 2.6824 0 19 0.5177 0 19 0.1703 2.6648 2.4669 .5748 .5621
1211 22.0747 0.6694 1700.000 2.5219 0 20 0.3299 0 20 0.1142 2.4669 2.2854 .4629 .5561
1103 34.9730 0.7240 2000.000 2.5910 0 21 0.4019 0 31 0.0741 2.2854 1.9590 .4727 .4295
0912 7.4604 1.8954 400.0000 0.0851 0 15 0.0561 0 15 0.0114 3.5266 2.4669 .0666 1.167 *
0908 0.1628 1.4741 375.0000 0.1340 0 9 1.1999 0 9 0.8228 3.5266 3.0507 2.737 2.801
0811 6.0914 1.5476 400.0000 0.2027 0 15 0.3975 0 13 0.0333 3.0507 2.2854 .1268 .7136
0804 0.2208 1.3886 450.0000 0.2418 0 8 1.5113 0 8 1.0950 3.0507 2.8656 2.334 2.590
0201 142.3584 2.9703 2000.000 4.6672 0 21 1.3705 0 30 0.0328 1.9046 1.7847 .4273 .4274
5248 8.1651 1.4277 200.0000 0.2077 0 16 0.3321 0 16 0.0254 7.0326 4.8252 .1632 .1262
4845 2.5500 1.2922 200.0000 0.3085 0 15 0.3223 0 14 0.1210 4.6559 3.6564 .2796 .7819
4250 11.5986 1.2184 200.0000 0.2872 0 15 0.1716 0 15 0.0248 7.3297 5.7602 .1486 .3011
5338 8.7547 1.3127 200.0000 0.1438 0 15 0.1075 0 12 0.0164 8.5248 6.0895 .1239 .4473
3851 5.0145 1.3130 200.0000 0.0000 0 0 0.0000 0 0 0.0000 6.0895 4.8227 .0000 .0000
4746o 17.3588 2.8540 400.0000 0.3694 0 15 0.9908 0 15 0.0213 4.7014 4.1107 .2534 .2767
4746u 0.1498 2.1194 300.0000 0.1018 0 12 1.4302 0 5 0.6795 4.7014 4.1107 3.671 3.702
4645o 15.8729 2.3953 400.0000 0.3654 0 16 0.6006 0 14 0.0230 4.1107 3.6564 .2767 .3909
4645u 0.1105 1.5637 300.0000 0.0990 0 14 1.3771 0 14 0.8958 4.1107 3.6564 3.702 3.854
3836o 9.9729 2.0945 400.0000 0.1783 0 19 0.1082 0 20 0.0179 6.0895 5.8609 .2237 .8523
3635o 35.6736 2.3986 400.0000 1.1256 0 16 0.6057 0 16 0.0316 5.8609 5.2857 .2273 .2143
2217o 14.0423 2.7133 500.0000 0.8660 0 18 1.0389 0 24 0.0617 3.6188 3.1687 .4375 .4375
2217u 0.6241 1.4127 750.0000 1.0256 0 28 2.3092 0 28 1.6432 3.6188 3.1348 2.345 1.846
2019o 11.6942 3.9474 300.0000 0.2899 0 15 0.7702 0 13 0.0248 7.0322 6.0707 .1072 .2355
2019u 0.6375 4.0085 450.0000 0.4290 0 19 2.6787 0 19 0.6730 7.0322 6.0707 2.293 3.490
1918o 18.5045 3.0423 400.0000 0.1509 0 15 0.1656 0 15 0.0082 6.0706 3.2269 .1766 .5671
1918u 0.9440 3.3387 600.0000 0.8511 0 15 2.9830 0 15 0.9016 6.0706 3.2269 2.617 2.211
1817o 9.1593 1.0777 500.0000 0.8504 0 16 0.5798 0 16 0.0928 3.2269 3.1348 .4537 .3696
1817u 0.5070 1.7932 600.0000 0.6164 0 8 2.1710 0 8 1.2157 3.2269 3.1348 2.211 2.308
1009o 8.3091 2.9889 300.0000 0.0449 0 15 0.3747 0 15 0.0054 4.6178 3.5266 .0595 .0887
1009u 0.2415 2.1864 375.0000 0.1840 0 13 1.6663 0 6 0.7619 4.6178 3.5266 2.714 2.737
0706o 7.2322 2.5856 300.0000 0.1220 0 15 0.3735 0 14 0.0169 5.0357 4.5707 .1190 .2358
0706u 0.1248 1.7661 300.0000 0.0877 0 7 1.2226 0 7 0.7027 5.0357 4.5707 3.452 3.569
0604o 9.6606 3.5634 300.0000 0.5354 0 15 1.1318 0 15 0.0554 4.5707 2.8706 .2358 .2352
0604u 0.3116 2.8210 375.0000 0.3057 0 22 2.7472 0 22 0.9811 4.5707 2.8656 2.855 3.108
0504o 8.6316 3.1318 300.0000 0.0974 0 15 0.4830 0 12 0.0113 4.3281 2.8656 .0936 .2187
0504u 0.1541 2.1802 300.0000 0.1352 0 9 1.8879 0 9 0.8772 4.3281 2.8656 3.426 3.885
0403o 9.0589 2.2976 400.0000 0.4139 0 15 0.6867 0 15 0.0457 2.8656 2.0564 .1640 .1409
0403u 1.9283 4.3647 750.0000 1.1842 0 12 2.8159 0 11 0.6141 2.8656 1.9590 1.554 1.145
0302o 2.9365 0.3241 300.0000 1.2720 0 21 0.5597 0 21 0.4332 1.9590 1.9046 .4634 .3153
0302u 3.2556 3.6173 600.0000 0.7579 0 26 0.8409 0 26 0.2328 1.9590 1.9046 1.431 1.424
14a14bo 75.9084 3.3944 500.0000 1.9133 0 18 0.3979 0 13 0.0252 3.1091 2.8364 .2382 .6727
14a14bu 0.1368 1.9347 300.0000 0.1448 0 33 2.0227 0 33 1.0588 3.1091 2.8364 4.363 4.121
FREE # 1 Undefnd Undefnd Undefn 4.6672 0 21
*==================================================*
| 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 0.0193 0.6710 0.0055
5047 2.4167 21.2222 0.0000 336.3611 0.0770 0.7685 0.0411
5114b 3.0278 17.3889 0.0000 339.5833 0.0566 0.5658 0.0104
4342 0.1667 359.8333 0.0000 0.0000 0.0171 0.6804 0.0051
3736 0.1667 34.1548 0.0000 325.6786 0.1185 1.6039 0.0413
3534 2.6667 357.3333 0.0000 0.0000 0.1429 1.4427 0.1164
3422 2.6667 18.2778 0.0000 339.0556 0.1695 1.7245 0.1171
3130 0.1667 29.8750 0.0000 329.9583 0.0873 1.7543 0.0123
3024 0.1667 22.4603 0.0000 337.3730 0.1304 0.1639 3.4054
3036 6.0625 30.7083 323.2292 0.0000 0.1493 2.6622 0.0974
2827 0.1667 0.0000 0.0000 359.8333 0.0418 0.2410 0.0913
2726 344.1250 15.8750 0.0000 0.0000 0.1211 2.4480 0.0268
2629 0.2500 359.7500 0.0000 0.0000 0.1024 1.2776 0.0743
2930 0.2500 29.8194 0.0000 329.9306 0.1015 1.2677 0.1394
2725 0.1667 359.8333 0.0000 0.0000 0.1110 0.1139 2.1386
2524 0.1667 34.7679 0.0000 325.0655 0.1118 0.1144 2.0550
2422 0.1667 359.8333 0.0000 0.0000 0.1745 0.2906 3.4018
L575 0.1667 14.6944 0.0000 345.1389 0.0796 1.3070 0.0721
2117 1.7333 16.7222 0.0000 341.5444 0.1527 1.5461 0.0227
1714B 333.7222 18.3056 7.9722 0.0000 0.1467 3.3633 0.1055
1716 0.1667 357.6250 0.0000 2.2083 0.2938 0.8902 3.6204
1615 0.1667 359.8333 0.0000 0.0000 0.2281 0.4522 3.9977
1614A 3.0000 41.2083 315.7917 0.0000 0.2282 0.4619 2.3248
4514B 325.6458 24.0556 0.0000 10.2986 0.0878 1.9228 0.0920
4515 0.1667 359.8333 0.0000 0.0000 0.0894 0.0728 2.4882
1502 0.1667 359.8333 0.0000 0.0000 0.2378 0.5397 2.5424
14A13 115.6250 244.3750 0.0000 0.0000 0.3666 4.8667 0.5579
1312 115.5833 244.4167 0.0000 0.0000 0.3198 5.2741 0.4050
1211 4.0000 356.0000 0.0000 0.0000 0.4299 7.7107 0.2833
1103 0.1667 359.8333 0.0000 0.0000 0.3483 6.7447 0.3466
0912 349.7778 10.2222 0.0000 0.0000 0.1741 1.8400 0.0095
0908 0.1667 359.8333 0.0000 0.0000 0.1049 0.1136 1.2282
0811 347.6944 7.4167 0.0000 4.8889 0.1208 1.2415 0.0216
0804 0.1667 359.8333 0.0000 0.0000 0.1299 0.1634 1.3271
0201 0.1667 359.8333 0.0000 0.0000 0.3533 5.2484 0.8711
5248 0.1667 0.0000 0.0000 359.8333 0.0210 0.6274 0.0095
4845 2.8333 34.2361 0.0000 322.9306 0.0984 0.9908 0.0329
4250 0.1667 357.5833 0.0000 2.2500 0.0342 1.7054 0.0075
5338 0.1667 357.5625 0.0000 2.2708 0.0436 1.5232 0.0053
3851 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
4746o 338.0833 19.0833 0.0000 2.8333 0.0518 0.3789 0.1033
4746u 0.1667 359.8333 0.0000 0.0000 0.0843 0.0729 1.5589
4645o 337.3333 22.6667 0.0000 0.0000 0.0558 0.6659 0.0737
4645u 0.1667 359.8333 0.0000 0.0000 0.0839 0.0729 1.5407
3836o 2.4167 357.5833 0.0000 0.0000 0.1042 1.7565 0.0225
3635o 337.7222 0.0000 0.0000 22.2778 0.0445 1.8609 0.0533
2217o 341.5000 4.1611 0.0000 14.3389 0.0780 0.9864 0.1919
2217u 0.1667 359.8333 0.0000 0.0000 0.2161 0.4611 3.3679
2019o 351.7188 6.0000 0.0000 2.2813 0.0481 0.4766 0.0306
2019u 0.1667 359.8333 0.0000 0.0000 0.1352 0.1667 2.5069
1918o 352.6944 7.3056 0.0000 0.0000 0.0604 0.9272 0.0243
1918u 0.1667 359.8333 0.0000 0.0000 0.1679 0.2912 4.3156
1817o 339.4479 10.3611 0.0000 10.1910 0.0879 1.5241 0.1149
1817u 0.1667 359.8333 0.0000 0.0000 0.1821 0.2952 2.1517
1009o 354.4111 5.5889 0.0000 0.0000 0.0196 0.1202 0.0082
1009u 0.1667 359.8333 0.0000 0.0000 0.1080 0.1139 1.6833
0706o 347.0317 12.9683 0.0000 0.0000 0.0425 0.3281 0.0198
0706u 0.1667 359.8333 0.0000 0.0000 0.0903 0.0727 1.2485
0604o 344.2444 0.0000 0.0000 15.7556 0.0563 0.4734 0.0799
0604u 0.1667 359.8333 0.0000 0.0000 0.1049 0.1135 2.6906
0504o 350.5278 6.6944 0.0000 2.7778 0.0375 0.2817 0.0162
0504u 0.1667 359.8333 0.0000 0.0000 0.0839 0.0730 1.8617
0403o 352.5604 0.0000 0.0000 7.4396 0.0607 0.6028 0.0419
0403u 0.1667 359.8333 0.0000 0.0000 0.2203 0.4630 2.5135
0302o 344.1278 2.0139 0.0000 13.8583 0.0873 2.2729 0.0654
0302u 0.1667 359.8333 0.0000 0.0000 0.3108 0.9868 0.6723
14a14bo 341.1667 17.2083 0.0000 1.6250 0.1344 7.0695 0.0619
14a14bu 3.0278 356.9722 0.0000 0.0000 0.0839 0.0727 1.8981
*===========================================*
| 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 0.0055 119.3334 0.0003 0.9989 0.1616 0.0040 0.1146 3.3447
5047 0.0215 465.1435 0.0011 0.9839 1.0643 0.0126 0.1251 0.0350
5114b 0.0036 77.8227 0.0002 0.9793 0.9857 0.0063 0.0630 0.0350
4342 0.0054 116.8136 0.0003 0.9989 0.1910 0.0032 0.1013 3.3447
3736 0.0057 123.0735 0.0003 0.9989 0.9651 0.0205 0.2519 1.4865
3534 0.0236 508.6957 0.0028 0.9819 0.2082 0.0123 0.1223 0.0350
3422 0.0239 516.2209 0.0027 0.9819 0.4410 0.0155 0.1555 0.0450
3130 0.0084 180.4169 0.0005 0.9989 0.8767 0.0124 0.2474 2.6014
3024 0.0487 1052.2089 0.0016 0.9989 1.4679 0.0478 0.0459 0.9663
3036 0.0009 19.7075 0.0038 0.9650 0.0103 0.0505 0.5747 0.0204
2827 0.0096 206.7744 0.0006 0.9989 1.3093 0.0076 0.0280 1.4865
2726 0.0102 221.0096 0.0013 0.1195 0.0365 0.0323 0.1991 0.0200
2629 0.0124 267.2991 0.0012 0.9989 0.1703 0.0186 0.1164 2.6014
2930 0.0281 607.7507 0.0022 0.9989 0.6929 0.0196 0.1616 1.4865
2725 0.0163 352.2029 0.0007 0.9989 1.2131 0.0288 0.0229 0.9663
2524 0.0161 347.0624 0.0007 0.9961 1.7005 0.0277 0.0222 0.0158
2422 0.0651 1405.6305 0.0027 0.9989 0.8630 0.0635 0.0797 0.9663
L575 0.0143 309.7117 0.0011 0.9989 0.5768 0.0132 0.1357 3.3447
2117 0.0082 177.4104 0.0007 0.9898 0.8804 0.0151 0.1511 0.0200
1714B 0.0146 314.6978 0.0040 0.1900 0.0120 0.0178 0.3321 0.0208
1716 0.1649 3562.9170 0.0062 0.9989 1.0437 0.0897 0.2022 See the original
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