Original source · versioned page text
e1y1hr.out
From the archive XPXtrm.zip, inside Further information re: stormwater modelling - REC17/0011. File date in the archive: 2017-10-09 20:28.
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 270.0000
N53 50.0000 50.0000 0.0000
N52 50.0000 50.0000 0.0000
N38 3.4418 8.6045 5.0000
N51 4.5188 11.2971 40.0000
N48 3.8670 9.6675 55.0000
N50 3.3586 8.3965 70.0000
N47 4.8372 12.0930 105.0000
N46 3.6803 9.2007 0.0000
N45 0.9511 2.3778 18565.0000
N43 50.0000 50.0000 0.0000
N42 50.0000 50.0000 0.0000
N37 50.0000 50.0000 0.0000
N36 3.1686 7.9216 30.0000
N35 5.2973 13.2432 0.0000
N34 50.0000 50.0000 0.0000
N31 50.0000 50.0000 0.0000
N30 0.3933 0.9833 820.0000
N29 50.0000 50.0000 0.0000
N28 50.0000 50.0000 0.0000
N27 2.9194 7.2984 245.0000
N26 50.0000 50.0000 0.0000
N25 3.3204 8.3011 5.0000
N24 2.1569 5.3923 5.0000
N23 50.0000 50.0000 0.0000
N22 4.8367 12.0917 0.0000
N21 2.9820 7.4551 85.0000
N20 50.0000 50.0000 0.0000
N19 50.0000 50.0000 0.0000
N18 10.7983 26.9957 0.0000
N17 22.3643 50.0000 0.0000
N16 16.7854 41.9635 0.0000
N15 24.7783 50.0000 0.0000
N14B 0.7773 1.9431 1070.0000
N14A 11.3023 28.2558 0.0000
N13 17.7735 44.4336 0.0000
N12 50.0000 50.0000 0.0000
N11 50.0000 50.0000 0.0000
N10 45.7276 50.0000 0.0000
N9 44.3995 50.0000 0.0000
N8 25.0169 50.0000 0.0000
N7 1.6508 4.1269 205.0000
N6 1.3957 3.4893 25.0000
N5 41.8028 50.0000 0.0000
N4 35.2878 50.0000 0.0000
N3 50.0000 50.0000 0.0000
N2 50.0000 50.0000 0.0000
N1 50.0000 50.0000 0.0000
The junction requiring the smallest time step was...N45
*==========================================================*
| Table E5a - Conduit Explicit Condition Summary |
| Courant = Conduit Length |
| Time step = -------------------------------- |
| Velocity + sqrt(g*depth) |
| |
| Conduit Implicit Condition Summary |
| Courant = Conduit Length |
| Time step = -------------------------------- |
| Velocity |
*==========================================================*
| The 3rd column is the Explicit time step times the |
| minimum courant time step factor |
| |
| Minimum Conduit Time Step in seconds in the 4th column |
| in the list. Maximum possible is 10 * maximum time step |
| |
| The 5th column is the maximum change at any time step |
| during the simulation. The 6th column is the wobble |
| value which is an indicator of the flow stability. |
| |
| You should use this section to find those conduits that |
| are slowing your model down. Use modify conduits to |
| alter the length of the slow conduits to make your |
| simulation faster, or change the conduit name to |
| "CHME?????" where ????? are any characters, this will |
| lengthen the conduit based on the model time step, |
| not the value listed in modify conduits. |
*==========================================================*
Conduit Time(exp) Expl*Cmin Time(imp) Time(min) Max Qchange Wobble Type of Soln
-------------- --------- --------- --------- --------- ----------- ------- ------------
5453 50.0000 50.0000 50.0000 9.5000 -0.0087 0.0132 Normal Soln
5047 46.8065 46.8065 50.0000 0.0000 -0.0011 0.1007 Normal Soln
5114b 50.0000 50.0000 50.0000 0.0000 0.0033 0.0340 Normal Soln
4342 50.0000 50.0000 50.0000 0.0000 0.0003 0.0093 Normal Soln
3736 41.6056 41.6056 50.0000 0.0000 -0.0007 0.0088 Normal Soln
3534 18.2164 18.2164 50.0000 0.0000 -0.0060 0.0114 Normal Soln
3422 50.0000 50.0000 50.0000 0.0000 0.0002 0.0068 Normal Soln
3130 50.0000 50.0000 50.0000 0.0000 0.0006 0.0138 Normal Soln
3024 7.9844 7.9844 18.5810 0.0000 -0.0064 1.9896 Normal Soln
3036 17.3599 17.3599 50.0000 0.0000 -0.0143 0.0367 Normal Soln
2827 35.5113 35.5113 50.0000 0.0000 0.0007 0.0145 Normal Soln
2726 13.1081 13.1081 50.0000 0.0000 0.0032 0.0053 Normal Soln
2629 50.0000 50.0000 50.0000 0.0000 0.0004 0.0134 Normal Soln
2930 34.6159 34.6159 50.0000 0.0000 -0.0011 0.0302 Normal Soln
2725 5.0161 5.0161 12.8171 0.0000 0.0022 2.4734 Normal Soln
2524 16.9712 16.9712 32.6160 0.0000 -0.0019 2.0543 Normal Soln
2422 7.2792 7.2792 16.9699 0.0000 0.0089 1.6131 Normal Soln
L575 50.0000 50.0000 50.0000 0.0000 0.0011 0.0751 Normal Soln
2117 11.4318 11.4318 28.3606 0.0000 0.0039 0.0441 Normal Soln
1714B 28.0708 28.0708 50.0000 0.0000 -0.0011 0.0222 Normal Soln
1716 5.2361 5.2361 13.9099 0.0000 0.0101 0.9900 Normal Soln
1615 4.5807 4.5807 11.7390 0.0000 0.0061 2.6795 Normal Soln
1614A 2.3042 2.3042 8.3581 4.0000 0.0062 1.6749 Normal Soln
4514B 15.3167 15.3167 25.4882 0.0000 0.0020 0.0146 Normal Soln
4515 5.6577 5.6577 12.8680 0.0000 0.0031 1.9394 Normal Soln
1502 16.2352 16.2352 35.9912 0.0000 0.0072 3.9441 Normal Soln
14A13 4.6332 4.6332 27.7667 0.0000 -0.0074 0.0815 Normal Soln
1312 7.4360 7.4360 40.9374 0.0000 0.0062 0.0829 Normal Soln
1211 22.0687 22.0687 50.0000 0.0000 0.0045 0.0573 Normal Soln
1103 16.1580 16.1580 50.0000 0.0000 0.0032 0.0417 Normal Soln
0912 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
0908 15.6450 15.6450 50.0000 0.0000 -0.0011 1.2080 Normal Soln
0811 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
0804 14.6899 14.6899 47.5684 0.0000 0.0015 1.6160 Normal Soln
0201 3.1035 3.1035 7.4446 315.8333 0.0117 0.0360 Normal Soln
5248 50.0000 50.0000 50.0000 0.0000 0.0008 0.0215 Normal Soln
4845 50.0000 50.0000 50.0000 0.0000 -0.0020 0.0912 Normal Soln
4250 50.0000 50.0000 50.0000 0.0000 0.0005 0.0178 Normal Soln
5338 50.0000 50.0000 50.0000 0.0000 0.0008 0.0118 Normal Soln
3851 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
4746o 50.0000 50.0000 50.0000 0.0000 0.0001 0.0001 Normal Soln
4746u 5.4896 5.4896 17.8421 0.0000 0.0014 1.5496 Normal Soln
4645o 50.0000 50.0000 50.0000 0.0000 0.0002 0.0008 Normal Soln
4645u 7.1906 7.1906 24.6957 0.0000 0.0043 2.3446 Normal Soln
3836o 40.8121 40.8121 50.0000 0.0000 0.0004 0.0128 Normal Soln
3635o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
2217o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
2217u 6.8581 6.8581 16.6120 0.0000 0.0080 2.8535 Normal Soln
2019o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
2019u 7.4353 7.4353 12.7830 0.0000 0.0016 0.7363 Normal Soln
1918o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
1918u 21.5168 21.5168 49.7774 0.0000 0.0035 0.9467 Normal Soln
1817o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
1817u 4.5357 4.5357 11.4034 0.0000 0.0032 2.2064 Normal Soln
1009o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
1009u 15.9454 15.9454 31.1226 0.0000 -0.0016 0.8695 Normal Soln
0706o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
0706u 6.9219 6.9219 25.2661 0.0000 -0.0019 1.8456 Normal Soln
0604o 50.0000 50.0000 50.0000 0.0000 0.0051 0.0033 Normal Soln
0604u 9.6427 9.6427 20.5568 0.0000 0.0021 2.0395 Normal Soln
0504o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
0504u 16.0604 16.0604 40.4206 0.0000 0.0016 1.3468 Normal Soln
0403o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
0403u 4.3663 4.3663 8.9974 0.0000 0.0039 0.7949 Normal Soln
0302o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
0302u 3.5096 3.5096 18.4107 0.0000 0.0024 0.3175 Normal Soln
14a14bo 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
14a14bu 1.8896 1.8896 4.9922 30.6667 -0.0072 2.5295 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...................................3036
*==================================================*
| 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/ 0.01 / 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/ 0.01 / 3736/ 0.02 / 3534/ 0.00 /
3422/ 0.00 / 3130/ 0.01 / 3024/ 0.45 /
3036/ 0.00 / 2827/ 0.03 / 2726/ 0.00 /
2629/ 0.03 / 2930/ 0.08 / 2725/ 0.15 /
2524/ 0.19 / 2422/ 0.27 / L575/ 0.01 /
2117/ 0.01 / 1714B/ 0.00 / 1716/ 0.35 /
1615/ 0.20 / 1614A/ 0.00 / 4514B/ 0.00 /
4515/ 0.05 / 1502/ 0.21 / 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/ 0.09 / 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/ 0.21 /
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/ 0.28 / 0302o/ 0.00 / 0302u/ 0.01 /
14a14bo/ 0.00 / 14a14bu/ 0.00 /
Conduit/ Width
5453/ 0.37 / 5047/ 0.23 / 5114b/ 0.05 /
4342/ 0.26 / 3736/ 0.02 / 3534/ 0.01 /
3422/ 0.01 / 3130/ 0.06 / 3024/ 0.18 /
3036/ 3.22 / 2827/ 0.02 / 2726/ 8.92 /
2629/ 0.45 / 2930/ 0.20 / 2725/ 0.15 /
2524/ 0.15 / 2422/ 0.24 / L575/ 0.05 /
2117/ 0.03 / 1714B/ 1.64 / 1716/ 0.41 /
1615/ 0.29 / 1614A/ 0.33 / 4514B/ 0.15 /
4515/ 0.14 / 1502/ 0.32 / 14A13/ 0.18 /
1312/ 0.00 / 1211/ 0.03 / 1103/ 0.10 /
0912/ 0.13 / 0908/ 0.15 / 0811/ 0.00 /
0804/ 0.18 / 0201/ 0.27 / 5248/ 0.31 /
4845/ 0.22 / 4250/ 0.36 / 5338/ 1.76 /
3851/ 0.03 / 4746o/ 0.00 / 4746u/ 0.12 /
4645o/ 0.10 / 4645u/ 0.12 / 3836o/ 3.27 /
3635o/ 0.00 / 2217o/ 0.00 / 2217u/ 0.29 /
2019o/ 0.00 / 2019u/ 0.18 / 1918o/ 0.00 /
1918u/ 0.24 / 1817o/ 0.00 / 1817u/ 0.24 /
1009o/ 0.00 / 1009u/ 0.15 / 0706o/ 0.06 /
0706u/ 0.12 / 0604o/ 0.10 / 0604u/ 0.15 /
0504o/ 0.00 / 0504u/ 0.12 / 0403o/ 0.00 /
0403u/ 0.29 / 0302o/ 0.00 / 0302u/ 1.50 /
14a14bo/ 0.00 / 14a14bu/ 0.17 /
Junction/ EGL
N54/ 0.00 / N53/ 0.00 / N52/ 0.00 /
N38/ 1.00 / N51/ 1.00 / N48/ 1.20 /
N50/ 1.00 / N47/ 1.00 / N46/ 0.00 /
N45/ 1.00 / N43/ 0.00 / N42/ 0.00 /
N37/ 0.00 / N36/ 1.15 / N35/ 1.00 /
N34/ 0.00 / N31/ 0.00 / N30/ 1.50 /
N29/ 0.00 / 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/ 8.94 / N1/ 9.07 /
Junction/ Max Volume
N54/ 0.02 / N53/ 0.02 / N52/ 0.02 /
N38/ 1.06 / N51/ 1.01 / N48/ 1.03 /
N50/ 1.04 / N47/ 1.01 / N46/ 1.02 /
N45/ 1.08 / N43/ 0.02 / N42/ 0.02 /
N37/ 0.05 / N36/ 1.23 / N35/ 1.01 /
N34/ 0.02 / N31/ 0.02 / N30/ 1.44 /
N29/ 0.08 / N28/ 0.06 / N27/ 1.36 /
N26/ 0.06 / N25/ 0.57 / N24/ 0.94 /
N23/ 0.10 / N22/ 0.97 / N21/ 1.03 /
N20/ 0.26 / N19/ 0.29 / N18/ 0.87 /
N17/ 0.69 / N16/ 1.32 / N15/ 0.95 /
N14B/ 1.15 / N14A/ 0.86 / N13/ 0.50 /
N12/ 0.51 / N11/ 0.56 / N10/ 0.18 /
N9/ 0.28 / N8/ 0.54 / N7/ 0.98 /
N6/ 1.01 / N5/ 0.20 / N4/ 0.57 /
N3/ 0.53 / N2/ 0.54 / N1/ 0.54 /
Junction/Total Fldng
N54/ 0.00 / N53/ 0.00 / N52/ 0.00 /
N38/ 0.00 / N51/ 0.00 / N48/ 0.00 /
N50/ 0.00 / N47/ 0.00 / N46/ 0.00 /
N45/ 0.00 / N43/ 0.00 / N42/ 0.00 /
N37/ 0.00 / N36/ 0.00 / N35/ 0.00 /
N34/ 0.00 / N31/ 0.00 / N30/ 0.00 /
N29/ 0.00 / N28/ 0.00 / N27/ 0.00 /
N26/ 0.00 / N25/ 0.00 / N24/ 0.00 /
N23/ 0.00 / N22/ 0.00 / N21/ 0.00 /
N20/ 0.00 / N19/ 0.00 / N18/ 0.00 /
N17/ 0.00 / N16/ 0.00 / N15/ 0.00 /
N14B/ 0.00 / N14A/ 0.00 / N13/ 0.00 /
N12/ 0.00 / N11/ 0.00 / N10/ 0.00 /
N9/ 0.00 / N8/ 0.00 / N7/ 0.00 /
N6/ 0.00 / N5/ 0.00 / N4/ 0.00 /
N3/ 0.00 / N2/ 0.00 / N1/ 0.00 /
Conduit/ Cross Sectional Area
5453/ 0.00 / 5047/ 0.00 / 5114b/ 0.00 /
4342/ 0.00 / 3736/ 0.00 / 3534/ 0.00 /
3422/ 0.00 / 3130/ 0.00 / 3024/ 0.00 /
3036/ 0.16 / 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/ 0.01 /
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/ 2.91 / 2827/ 0.01 / 2726/ 0.03 /
2629/ 0.16 / 2930/ 0.08 / 2725/ 0.01 /
2524/ 0.01 / 2422/ 0.08 / L575/ 0.02 /
2117/ 0.01 / 1714B/ 0.00 / 1716/ 0.07 /
1615/ 0.12 / 1614A/ 0.06 / 4514B/ 0.00 /
4515/ 0.06 / 1502/ 0.45 / 14A13/ 0.07 /
1312/ 0.00 / 1211/ 0.04 / 1103/ 0.18 /
0912/ 0.00 / 0908/ 0.01 / 0811/ 0.00 /
0804/ 0.01 / 0201/ 0.14 / 5248/ 0.07 /
4845/ 0.11 / 4250/ 0.08 / 5338/ 0.55 /
3851/ 0.01 / 4746o/ 0.00 / 4746u/ 0.01 /
4645o/ 0.00 / 4645u/ 0.01 / 3836o/ 6.47 /
3635o/ 0.00 / 2217o/ 0.00 / 2217u/ 0.10 /
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/ 0.32 /
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/ 1.06 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/ 1.88/ 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/ 1.06/ 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........ 6906
Total number of time steps during simulation.... 5364
Ratio of actual # of time steps / NTCYC......... 1.242
Average number of iterations per time step...... 1.287
Average time step size(seconds)................ 4.027
Smallest time step size(seconds)................ 0.500
Largest time step size(seconds)................ 5.000
Average minimum Conduit Courant time step (sec). 4.697
Average minimum implicit time step (sec)........ 1.674
Average minimum junction time step (sec)........ 1.674
Average Courant Factor Tf....................... 1.674
Number of times omega reduced................... 6
*=========================================================*
| Table E8 - Junction Time Step Limitation Summary |
*=========================================================*
| Not Convr = Number of times this junction did not |
| converge during the simulation. |
| Avg Convr = Average junction iterations. |
| Conv err = Mean convergence error. |
| Omega Cng = Change of omega during iterations |
| Max Itern = Maximum number of iterations |
*=========================================================*
Junction Not Convr Avg Convr Total Itt Omega Cng Max Itern Ittrn >10 Ittrn >25 Ittrn >40
-------------- --------- --------- --------- -------- --------- --------- --------- ---------
N54 0 1.00 5372 0 3 0 0 0
N53 0 1.00 5364 0 1 0 0 0
N52 0 1.03 5548 0 7 0 0 0
N38 0 1.02 5487 1 12 1 0 0
N51 0 1.02 5469 1 27 1 1 0
N48 0 1.08 5797 0 7 0 0 0
N50 0 1.12 6020 1 21 1 0 0
N47 0 1.10 5922 0 7 0 0 0
N46 0 1.13 6047 0 6 0 0 0
N45 0 1.33 7150 1 14 1 0 0
N43 0 1.00 5375 0 4 0 0 0
N42 0 1.07 5727 0 4 0 0 0
N37 0 1.03 5518 0 6 0 0 0
N36 0 1.10 5874 0 7 0 0 0
N35 0 1.01 5432 1 12 1 0 0
N34 0 1.02 5446 0 6 0 0 0
N31 0 1.06 5689 0 7 0 0 0
N30 0 1.25 6688 0 9 0 0 0
N29 0 1.09 5867 0 6 0 0 0
N28 0 1.07 5716 0 6 0 0 0
N27 0 1.20 6453 0 6 0 0 0
N26 0 1.02 5450 0 5 0 0 0
N25 0 1.20 6454 0 5 0 0 0
N24 0 1.37 7368 0 6 0 0 0
N23 0 1.14 6132 0 7 0 0 0
N22 0 1.27 6826 0 7 0 0 0
N21 0 1.37 7327 0 7 0 0 0
N20 0 1.09 5855 0 6 0 0 0
N19 0 1.23 6605 0 6 0 0 0
N18 0 1.24 6670 0 6 0 0 0
N17 0 1.54 8256 0 6 0 0 0
N16 0 1.61 8655 1 14 3 0 0
N15 0 1.33 7150 0 6 0 0 0
N14B 0 1.32 7084 0 12 2 0 0
N14A 0 1.55 8317 0 12 4 0 0
N13 0 1.43 7667 0 7 0 0 0
N12 0 1.35 7243 0 6 0 0 0
N11 0 1.37 7334 0 11 1 0 0
N10 0 1.06 5662 0 5 0 0 0
N9 0 1.10 5915 0 4 0 0 0
N8 0 1.12 6007 0 5 0 0 0
N7 0 1.08 5786 0 5 0 0 0
N6 0 1.23 6589 0 15 1 0 0
N5 0 1.06 5676 0 5 0 0 0
N4 0 1.31 7043 0 6 0 0 0
N3 0 1.60 8568 0 8 0 0 0
N2 0 1.58 8489 0 6 0 0 0
N1 0 1.49 7973 0 8 0 0 0
Total number of iterations for all junctions.. 310062
Minimum number of possible iterations......... 257472
Efficiency of the simulation.................. 1.20
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 8.9170 0 26 0.0000 1.0830 1.0000 0.0000 0.0000 0.0000
N53 10.0000 8.7000 8.5173 0 26 0.0000 1.4827 1.0000 0.0000 0.0000 0.0000
N52 10.0000 7.2000 7.0221 0 31 0.0000 2.9779 1.0000 0.0000 0.0000 0.0000
N38 10.0000 6.4000 6.0596 0 37 0.0000 3.9404 1.0000 0.0000 0.0000 0.0000
N51 10.0000 5.0000 4.8137 0 25 0.0000 5.1863 1.0000 0.0000 0.0000 0.0000
N48 10.0000 5.0000 4.6300 0 27 0.0000 5.3700 1.0000 0.0000 0.0000 0.0000
N50 10.0000 5.9000 5.7363 0 31 0.0000 4.2637 1.0000 0.0000 0.0000 0.0000
N47 10.0000 5.0000 4.6077 0 25 0.0000 5.3923 1.0000 0.0000 0.0000 0.0000
N46 10.0000 4.4000 4.0231 0 30 0.0000 5.9769 1.0000 0.0000 0.0000 0.0000
N45 10.0000 3.9500 3.5792 0 27 0.0000 6.4208 1.0000 0.0000 0.0000 0.0000
N43 10.0000 9.4000 9.2163 0 26 0.0000 0.7837 1.0000 0.0000 0.0000 0.0000
N42 10.0000 7.5000 7.3202 0 27 0.0000 2.6798 1.0000 0.0000 0.0000 0.0000
N37 10.0000 7.4000 7.0504 0 25 0.0000 2.9496 1.0000 0.0000 0.0000 0.0000
N36 10.0000 6.1700 5.7011 0 35 0.0000 4.2989 1.0000 0.0000 0.0000 0.0000
N35 10.0000 5.6000 4.2136 0 25 0.0000 5.7864 1.0000 0.0000 0.0000 0.0000
N34 10.0000 4.5000 4.1176 0 26 0.0000 5.8824 1.0000 0.0000 0.0000 0.0000
N31 10.0000 7.8000 7.5159 0 25 0.0000 2.4841 1.0000 0.0000 0.0000 0.0000
N30 10.0000 6.0200 5.6445 0 27 0.0000 4.3555 1.0000 0.0000 0.0000 0.0000
N29 10.0000 6.8000 6.4823 0 25 0.0000 3.5177 1.0000 0.0000 0.0000 0.0000
N28 10.0000 8.7000 8.3609 0 25 0.0000 1.6391 1.0000 0.0000 0.0000 0.0000
N27 10.0000 7.1000 6.7084 0 25 0.0000 3.2916 1.0000 0.0000 0.0000 0.0000
N26 10.0000 6.9000 6.5603 0 26 0.0000 3.4397 1.0000 0.0000 0.0000 0.0000
N25 10.0000 5.2450 5.4412 0 26 0.1962 4.5588 1.0000 0.0000 0.0000 0.0000
N24 10.0000 3.3100 3.5325 0 26 0.2225 6.4675 1.0000 0.0000 0.0000 0.0000
N23 10.0000 5.0000 4.7991 0 25 0.0000 5.2009 1.0000 0.0000 0.0000 0.0000
N22 10.0000 3.9000 2.8280 0 25 0.0000 7.1720 1.0000 0.0000 0.0000 0.0000
N21 10.0000 3.5000 3.0333 0 25 0.0000 6.9667 1.0000 0.0000 0.0000 0.0000
N20 10.0000 7.3000 6.2551 0 25 0.0000 3.7449 1.0000 0.0000 0.0000 0.0000
N19 10.0000 6.4000 4.7907 0 25 0.0000 5.2093 1.0000 0.0000 0.0000 0.0000
N18 10.0000 3.5000 2.7711 0 25 0.0000 7.2289 1.0000 0.0000 0.0000 0.0000
N17 10.0000 3.4500 2.4445 0 25 0.0000 7.5555 1.0000 0.0000 0.0000 0.0000
N16 10.0000 2.4000 2.6577 0 25 0.2577 7.3423 1.0000 0.0000 0.0000 0.0000
N15 10.0000 2.0350 2.1552 0 26 0.1202 7.8448 1.0000 0.0000 0.0000 0.0000
N14B 10.0000 3.4900 2.9489 0 31 0.0000 7.0511 1.0000 0.0000 0.0000 0.0000
N14A 10.0000 3.3000 2.4590 0 26 0.0000 7.5410 1.0000 0.0000 0.0000 0.0000
N13 10.0000 3.5600 2.3586 0 26 0.0000 7.6414 1.0000 0.0000 0.0000 0.0000
N12 10.0000 3.3800 2.1905 0 28 0.0000 7.8095 1.0000 0.0000 0.0000 0.0000
N11 10.0000 3.3400 1.8986 0 30 0.0000 8.1014 1.0000 0.0000 0.0000 0.0000
N10 10.0000 4.9000 3.7785 0 23 0.0000 6.2215 1.0000 0.0000 0.0000 0.0000
N9 10.0000 3.9000 2.7767 0 25 0.0000 7.2233 1.0000 0.0000 0.0000 0.0000
N8 10.0000 3.4000 2.5392 0 25 0.0000 7.4608 1.0000 0.0000 0.0000 0.0000
N7 10.0000 5.3000 4.9813 0 25 0.0000 5.0187 1.0000 0.0000 0.0000 0.0000
N6 10.0000 4.8000 4.5101 0 25 0.0000 5.4899 1.0000 0.0000 0.0000 0.0000
N5 10.0000 4.6000 3.4952 0 25 0.0000 6.5048 1.0000 0.0000 0.0000 0.0000
N4 10.0000 3.2000 2.2703 0 25 0.0000 7.7297 1.0000 0.0000 0.0000 0.0000
N3 10.0000 3.1000 1.6265 0 27 0.0000 8.3735 1.0000 0.0000 0.0000 0.0000
N2 10.0000 3.0500 1.5931 0 27 0.0000 8.4069 1.0000 0.0000 0.0000 0.0000
N1 10.0000 2.9300 1.4725 0 27 0.0000 8.5275 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 0.0459 0 26 0.3892 0 0 0.0055 8.9170 7.0221 .0850 .1103
5047 2.8812 1.4600 200.0000 0.1404 0 31 0.4432 0 31 0.0487 5.7363 4.6274 .1814 .1370
5114b 3.5733 1.8108 200.0000 0.0348 0 25 0.2881 0 26 0.0097 4.8137 3.0106 .0687 .0528
4342 10.3858 1.3631 200.0000 0.0482 0 26 0.1973 0 0 0.0046 9.2163 7.3202 .0817 .1010
3736 14.9983 3.6090 400.0000 0.0626 0 25 0.7135 0 23 0.0042 7.0504 5.6445 .1261 .3113
3534 5.8173 1.4765 400.0000 0.0218 0 25 0.1472 0 23 0.0037 4.2136 4.1176 .0341 .0439
3422 6.0122 1.5213 400.0000 0.0174 0 26 0.1524 0 26 0.0029 4.1176 3.4045 .0439 .0112
3130 13.5508 2.2744 300.0000 0.0864 0 25 0.3042 0 25 0.0064 7.5159 5.7124 .0531 .0413
3024 0.4621 2.9058 450.0000 0.4311 0 30 2.7469 0 23 0.9328 5.6445 3.5325 3.210 1.494
3036 6.7857 1.4251 400.0000 -0.0990 0 25 -0.1697 0 35 -0.0146 5.6897 5.7011 .1743 .4527
2827 15.5945 3.7524 400.0000 0.1061 0 25 0.8598 0 25 0.0068 8.3609 6.7602 .1523 .1506
2726 18.5574 3.1124 300.0000 0.0487 0 25 0.0949 0 25 0.0026 6.7084 6.5603 .0281 .2011
2629 2.4524 0.5150 400.0000 0.0162 0 26 0.0994 0 32 0.0066 6.5603 6.4823 .1508 .2057
2930 11.6053 2.4373 400.0000 0.1731 0 25 0.7508 0 25 0.0149 6.4823 5.7020 .2057 .2049
2725 0.2218 2.0080 375.0000 0.2594 0 23 2.3406 0 23 1.1695 6.7084 5.4412 3.622 1.523
2524 0.2779 2.5163 375.0000 0.2536 0 23 2.4542 0 22 0.9124 5.4412 3.5325 1.523 1.793
2422 0.8401 2.9711 600.0000 0.6519 0 27 2.2982 0 27 0.7760 3.5325 2.8280 1.570 1.613
L575 4.4056 1.1111 300.0000 0.1580 0 25 0.4084 0 25 0.0359 4.7991 3.4729 .3303 .2431
2117 10.3655 2.0976 500.0000 0.0962 0 25 0.3527 0 25 0.0093 3.0333 2.9712 .0666 .0424
1714B 8.1188 0.9553 500.0000 -0.0905 0 31 -0.2168 0 31 -0.0112 2.9169 2.9489 .1338 .2978
1716 3.1532 3.6415 1050.000 1.5604 0 25 2.1569 0 27 0.4949 2.4445 2.6577 .6614 1.245
1615 0.7725 1.7486 750.0000 1.0196 0 25 2.3000 0 25 1.3199 2.6577 2.1552 1.756 1.260
1614A 0.7872 1.7819 750.0000 0.5407 0 25 1.1964 0 25 0.6869 2.6577 2.4590 1.343 1.145
4514B 28.0567 3.5017 450.0000 0.2048 0 27 0.9433 0 27 0.0073 3.5792 2.9489 .1761 .2197
4515 0.1942 2.7467 300.0000 0.1777 0 55 2.4868 0 55 0.9151 3.5792 2.1552 3.597 3.150
1502 0.6052 1.1322 825.0000 1.1874 0 26 2.5006 0 26 1.9619 2.1552 1.5931 1.145 .6583
14A13 16.6072 0.8411 1700.000 -0.6559 0 26 -0.3602 0 25 -0.0395 2.4590 2.3586 .3523 .4462
1312 15.7543 0.6101 1400.000 0.6516 0 26 0.3420 0 26 0.0414 2.3586 2.1905 .3562 .3646
1211 22.0747 0.6694 1700.000 0.6327 0 28 0.2572 0 26 0.0287 2.1905 1.8986 .3003 .3286
1103 34.9730 0.7240 2000.000 0.7247 0 30 0.3455 0 31 0.0207 1.8986 1.6265 .2793 .2633
0912 7.4604 1.8954 400.0000 0.0000 0 0 0.0000 0 0 0.0000 2.7767 2.1905 .0000 .0000
0908 0.1628 1.4741 375.0000 0.0908 0 26 0.9869 0 13 0.5579 2.7767 2.5392 .7378 1.437
0811 6.0914 1.5476 400.0000 0.0000 0 0 0.0000 0 0 0.0000 1.8986 1.8986 .0000 .0000
0804 0.2208 1.3886 450.0000 0.1724 0 26 1.0511 0 25 0.7805 2.5392 2.2702 1.198 1.267
0201 142.3584 2.9703 2000.000 2.5446 0 27 1.3433 0 27 0.0179 1.5931 1.4725 .2716 .2712
5248 8.1651 1.4277 200.0000 0.0756 0 31 0.2229 0 31 0.0093 7.0221 4.8169 .1103 .0843
4845 2.5500 1.2922 200.0000 0.1092 0 27 0.3066 0 20 0.0428 4.6300 3.5792 .1498 .3961
4250 11.5986 1.2184 200.0000 0.1031 0 27 0.3720 0 0 0.0089 7.3202 5.7363 .1010 .1814
5338 8.7547 1.3127 200.0000 0.0515 0 26 0.2615 0 0 0.0059 8.5173 6.0596 .0866 .2981
3851 5.0145 1.3130 200.0000 0.0000 0 0 0.0000 0 0 0.0000 6.0596 4.8137 .0000 .0000
4746o 17.3588 2.8540 400.0000 0.0008 0 25 0.1365 0 25 0.0000 4.6077 4.0231 .0192 .0579
4746u 0.1498 2.1194 300.0000 0.1005 0 25 1.4013 0 25 0.6711 4.6077 4.0231 3.359 3.410
4645o 15.8729 2.3953 400.0000 0.0064 0 30 0.0605 0 30 0.0004 4.0231 3.5792 .0579 .1981
4645u 0.1105 1.5637 300.0000 0.0960 0 27 1.3363 0 27 0.8681 4.0231 3.5792 3.410 3.597
3836o 9.9729 2.0945 400.0000 0.0640 0 37 0.1196 0 38 0.0064 6.0596 5.7011 .1491 .4527
3635o 35.6736 2.3986 400.0000 0.0000 0 0 0.0000 0 0 0.0000 4.2136 4.2136 .0000 .0000
2217o 14.0423 1.9555 500.0000 0.0000 0 0 0.0000 0 0 0.0000 2.4445 2.4445 .0000 .0000
2217u 0.6241 1.4127 750.0000 0.8759 0 25 2.1085 0 24 1.4034 2.8280 2.4445 1.290 .9260
2019o 11.6942 3.9374 300.0000 0.0000 0 0 0.0000 0 0 0.0000 4.7907 4.7907 .0000 .0000
2019u 0.6375 4.0085 450.0000 0.2344 0 25 2.3469 0 25 0.3677 6.2551 4.7907 .5669 .6459
1918o 18.5045 2.3357 400.0000 0.0000 0 0 0.0000 0 0 0.0000 2.7711 2.7711 .0000 .0000
1918u 0.9440 3.3387 600.0000 0.4469 0 25 2.2100 0 25 0.4734 4.7906 2.7711 .4844 1.451
1817o 9.1593 0.8118 500.0000 0.0000 0 0 0.0000 0 0 0.0000 2.4445 2.4445 .0000 .0000
1817u 0.5070 1.7932 600.0000 0.5582 0 25 1.9292 0 25 1.1009 2.7710 2.4445 1.451 1.157
1009o 8.3091 2.4754 300.0000 0.0000 0 0 0.0000 0 0 0.0000 2.7767 2.7767 .0000 .0000
1009u 0.2415 2.1864 375.0000 0.0982 0 25 1.6066 0 23 0.4065 3.7785 2.7767 .4759 .7379
0706o 7.2322 2.1546 300.0000 0.0000 0 0 0.0000 0 0 0.0000 4.9812 4.5101 .0000 .0000
0706u 0.1248 1.7661 300.0000 0.0852 0 25 1.1876 0 25 0.6823 4.9812 4.5101 3.270 3.367
0604o 9.6606 3.5633 300.0000 0.0161 0 25 0.3479 0 25 0.0017 4.5101 2.8071 .0337 .0236
0604u 0.3116 2.8210 375.0000 0.3084 0 26 2.7730 0 26 0.9899 4.5101 2.2702 2.693 1.520
0504o 8.6316 2.5756 300.0000 0.0000 0 0 0.0000 0 0 0.0000 2.2702 2.2702 .0000 .0000
0504u 0.1541 2.1802 300.0000 0.0913 0 25 1.5596 0 25 0.5927 3.4952 2.2702 .6506 1.900
0403o 9.0589 2.2976 400.0000 0.0000 0 0 0.0000 0 0 0.0000 1.6265 1.6265 .0000 .0000
0403u 1.9283 4.3647 750.0000 0.7569 0 25 2.2229 0 24 0.3925 2.2703 1.6265 .7604 .7020
0302o 2.9365 0.4429 300.0000 0.0000 0 0 0.0000 0 0 0.0000 1.5931 1.5931 .0000 .0000
0302u 3.2556 3.6173 600.0000 0.4345 0 28 0.5432 0 28 0.1335 1.6265 1.5931 .8775 .9052
14a14bo 75.9084 3.3944 500.0000 0.0000 0 0 0.0000 0 0 0.0000 2.4590 2.4590 .0000 .0000
14a14bu 0.1368 1.9347 300.0000 0.1433 0 40 2.0031 0 40 1.0481 2.9489 2.4590 3.829 2.863
FREE # 1 Undefnd Undefnd Undefn 2.5446 0 27
*==================================================*
| 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 0.0105 0.3656 0.0024
5047 7.5000 0.0000 0.0000 352.5000 0.0323 0.3192 0.0141
5114b 9.2083 0.0000 0.0000 350.7917 0.0123 0.1207 0.0035
4342 0.1667 359.8333 0.0000 0.0000 0.0093 0.3694 0.0024
3736 0.1667 7.3889 0.0000 352.4444 0.0411 0.2691 0.0346
3534 8.5833 351.4167 0.0000 0.0000 0.0152 0.1495 0.0022
3422 8.5833 0.0000 0.0000 351.4167 0.0116 0.1144 0.0017
3130 0.1667 0.0000 0.0000 359.8333 0.0143 0.2839 0.0043
3024 0.1667 8.8056 0.0000 351.0278 0.1294 0.1637 2.6839
3036 14.4583 0.0000 345.5417 0.0000 0.0678 0.6379 0.0212
2827 0.1667 0.0000 0.0000 359.8333 0.0298 0.1234 0.0521
2726 356.4167 3.5833 0.0000 0.0000 0.0293 0.5833 0.0026
2629 0.2500 359.7500 0.0000 0.0000 0.0343 0.1704 0.0068
2930 0.2500 0.0000 0.0000 359.7500 0.0404 0.2307 0.0616
2725 0.1667 359.8333 0.0000 0.0000 0.1082 0.1139 2.0618
2524 0.1667 9.6111 0.0000 350.2222 0.1120 0.1136 1.3341
2422 0.1667 359.8333 0.0000 0.0000 0.1679 0.2905 2.1750
L575 0.1667 0.0000 0.0000 359.8333 0.0437 0.3868 0.0351
2117 5.8333 0.0000 0.0000 354.1667 0.0277 0.2729 0.0096
1714B 341.2222 0.0000 18.7778 0.0000 0.0531 0.4182 0.0234
1716 0.1667 354.3333 0.0000 5.5000 0.2856 0.7262 2.1508
1615 0.1667 359.8333 0.0000 0.0000 0.2278 0.4521 2.6021
1614A 9.2083 56.2500 294.5417 0.0000 0.2281 0.4608 1.1160
4514B 322.3750 12.4167 0.0000 25.2083 0.0430 0.2655 0.0746
4515 0.1667 359.8333 0.0000 0.0000 0.0839 0.0728 2.3108
1502 0.1667 359.8333 0.0000 0.0000 0.2340 0.4759 1.8540
14A13 109.2500 250.7500 0.0000 0.0000 0.2988 1.8245 0.2441
1312 109.3750 250.6250 0.0000 0.0000 0.2392 1.9120 0.1717
1211 12.5417 347.4583 0.0000 0.0000 0.2085 2.6718 0.1303
1103 0.1667 359.8333 0.0000 0.0000 0.3318 2.1173 0.1841
0912 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
0908 0.1667 359.8333 0.0000 0.0000 0.1041 0.0979 0.3692
0811 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
0804 0.1667 359.8333 0.0000 0.0000 0.1312 0.1654 0.5785
0201 0.1667 359.8333 0.0000 0.0000 0.3427 1.8944 0.7291
5248 0.1667 0.0000 0.0000 359.8333 0.0114 0.3413 0.0042
4845 8.3333 37.3333 0.0000 314.3333 0.0515 0.5119 0.0116
4250 0.3333 352.5000 0.0000 7.1667 0.0182 0.9075 0.0032
5338 0.1667 352.3750 0.0000 7.4583 0.0268 0.9287 0.0021
3851 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
4746o 355.3611 4.6389 0.0000 0.0000 0.0057 0.0097 0.0015
4746u 0.1667 359.8333 0.0000 0.0000 0.0839 0.0729 1.4149
4645o 348.4167 11.5833 0.0000 0.0000 0.0236 0.1065 0.0031
4645u 0.1667 359.8333 0.0000 0.0000 0.0839 0.0729 1.4034
3836o 7.5833 352.4167 0.0000 0.0000 0.0589 0.5382 0.0143
3635o 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
2217o 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
2217u 0.1667 359.8333 0.0000 0.0000 0.2182 0.4355 1.6644
2019o 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
2019u 0.1667 359.8333 0.0000 0.0000 0.1248 0.1000 0.6395
1918o 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
1918u 0.1667 359.8333 0.0000 0.0000 0.1541 0.2047 1.2697
1817o 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
1817u 0.1667 359.8333 0.0000 0.0000 0.1817 0.2917 1.5037
1009o 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
1009u 0.1667 359.8333 0.0000 0.0000 0.0987 0.0646 0.3314
0706o 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
0706u 0.1667 359.8333 0.0000 0.0000 0.0870 0.0728 1.1818
0604o 357.6389 0.0000 0.0000 2.3611 0.0083 0.0462 0.0030
0604u 0.1667 359.8333 0.0000 0.0000 0.1049 0.1135 2.1781
0504o 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
0504u 0.1667 359.8333 0.0000 0.0000 0.0813 0.0588 0.5951
0403o 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
0403u 0.1667 359.8333 0.0000 0.0000 0.2239 0.3424 1.1947
0302o 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
0302u 0.1667 359.8333 0.0000 0.0000 0.3108 0.8009 0.2901
14a14bo 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
14a14bu 9.1667 350.8333 0.0000 0.0000 0.0839 0.0727 1.7824
*===========================================*
| 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 0.0039 83.4107 0.0002 0.9989 0.1643 0.0033 0.0878 2.8941
5047 0.0150 323.8661 0.0006 0.9760 1.0511 0.0085 0.0841 0.0350
5114b 0.0027 58.5703 0.0001 0.9687 1.0574 0.0026 0.0257 0.0350
4342 0.0038 81.3200 0.0002 0.9989 0.1988 0.0027 0.0782 2.8941
3736 0.0040 86.5526 0.0002 0.9989 1.1832 0.0066 0.0202 1.2863
3534 0.0012 26.9814 0.0001 0.9715 0.1889 0.0029 0.0281 0.0350
3422 0.0012 26.9936 0.0001 0.9713 0.5424 0.0023 0.0227 0.0450
3130 0.0061 130.8703 0.0003 0.9989 1.0680 0.0029 0.0570 2.2510
3024 0.0420 906.1752 0.0016 0.9989 1.5709 0.0498 0.0368 0.8361
3036 -0.0142 -305.7183 0.0006 0.9452 0.0000 0.0378 0.2850 0.0201
2827 0.0069 149.8796 0.0004 0.9989 1.2672 0.0073 0.0205 1.2863
2726 0.0003 5.5841 0.0001 0.0244 0.0053 0.0225 0.0195 0.0200
2629 0.0015 32.6318 0.0001 0.9989 0.1381 0.0121 0.0359 2.2510
2930 0.0132 284.5535 0.0005 0.9989 0.7866 0.0120 0.0438 1.2863
2725 0.0190 410.2891 0.0010 0.9989 1.2419 0.0341 0.0232 0.8361
2524 0.0190 409.4062 0.0010 0.9957 1.7974 0.0316 0.0187 0.0130
2422 0.0611 1318.7917 0.0023 0.9989 0.9439 0.0660 0.0686 0.8361
L575 0.0109 236.1819 0.0006 0.9989 0.5796 0.0112 0.0670 2.8941
2117 0.0060 129.6125 0.0007 0.9834 0.9737 0.0050 0.0490 0.0200
1714B -0.0028 -61.2640 0.0002 0.1286 0.0000 0.0057 0.0383 0.0207
1716 0.1320 2852.1190 0.0056 0.9989 1.0728 0.0926 0.1559 See the original
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