Original source · versioned page text
e100y1p5.out
From the archive XPXtrm.zip, inside Further information re: stormwater modelling - REC17/0011. File date in the archive: 2017-10-09 16:18.
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 60.0000
N53 50.0000 50.0000 0.0000
N52 50.0000 50.0000 0.0000
N38 2.0966 5.2415 5.0000
N51 2.7547 6.8868 175.0000
N48 2.3400 5.8501 30.0000
N50 2.0550 5.1374 45.0000
N47 2.2989 5.7472 1180.0000
N46 3.0862 7.7154 15870.0000
N45 1.1324 2.8309 70.0000
N43 50.0000 50.0000 0.0000
N42 50.0000 50.0000 0.0000
N37 50.0000 50.0000 0.0000
N36 1.7338 4.3345 15.0000
N35 2.9360 7.3400 0.0000
N34 50.0000 50.0000 0.0000
N31 37.0293 50.0000 0.0000
N30 0.2402 0.6004 430.0000
N29 47.8689 50.0000 0.0000
N28 32.3111 50.0000 0.0000
N27 3.5917 8.9792 265.0000
N26 50.0000 50.0000 0.0000
N25 3.2569 8.1423 0.0000
N24 0.4693 1.1733 10.0000
N23 13.2579 33.1447 0.0000
N22 0.2031 0.5077 40.0000
N21 1.5899 3.9747 95.0000
N20 0.5814 1.4534 260.0000
N19 0.2496 0.6241 435.0000
N18 1.1829 2.9573 365.0000
N17 1.1786 2.9465 50.0000
N16 5.9064 14.7660 0.0000
N15 8.1898 20.4745 0.0000
N14B 1.1561 2.8903 800.0000
N14A 13.8149 34.5374 0.0000
N13 49.4727 50.0000 0.0000
N12 31.9098 50.0000 0.0000
N11 32.0851 50.0000 0.0000
N10 1.6771 4.1926 360.0000
N9 1.7223 4.3056 440.0000
N8 0.9038 2.2596 35.0000
N7 1.4908 3.7269 265.0000
N6 1.8714 4.6786 25.0000
N5 1.3506 3.3764 275.0000
N4 4.7685 11.9213 0.0000
N3 31.7351 50.0000 0.0000
N2 31.5015 50.0000 0.0000
N1 50.0000 50.0000 0.0000
The junction requiring the smallest time step was...N46
*==========================================================*
| Table E5a - Conduit Explicit Condition Summary |
| Courant = Conduit Length |
| Time step = -------------------------------- |
| Velocity + sqrt(g*depth) |
| |
| Conduit Implicit Condition Summary |
| Courant = Conduit Length |
| Time step = -------------------------------- |
| Velocity |
*==========================================================*
| The 3rd column is the Explicit time step times the |
| minimum courant time step factor |
| |
| Minimum Conduit Time Step in seconds in the 4th column |
| in the list. Maximum possible is 10 * maximum time step |
| |
| The 5th column is the maximum change at any time step |
| during the simulation. The 6th column is the wobble |
| value which is an indicator of the flow stability. |
| |
| You should use this section to find those conduits that |
| are slowing your model down. Use modify conduits to |
| alter the length of the slow conduits to make your |
| simulation faster, or change the conduit name to |
| "CHME?????" where ????? are any characters, this will |
| lengthen the conduit based on the model time step, |
| not the value listed in modify conduits. |
*==========================================================*
Conduit Time(exp) Expl*Cmin Time(imp) Time(min) Max Qchange Wobble Type of Soln
-------------- --------- --------- --------- --------- ----------- ------- ------------
5453 50.0000 50.0000 50.0000 5.7500 0.0006 0.0319 Normal Soln
5047 34.3624 34.3624 50.0000 0.0000 0.0025 0.2723 Normal Soln
5114b 50.0000 50.0000 50.0000 0.0000 0.0024 0.0679 Normal Soln
4342 50.0000 50.0000 50.0000 0.0000 0.0008 0.0279 Normal Soln
3736 36.0917 36.0917 50.0000 0.0000 0.0011 0.0262 Normal Soln
3534 4.9994 4.9994 12.5590 0.0000 0.0075 0.4277 Normal Soln
3422 20.2191 20.2191 50.0000 0.0000 0.0090 0.4054 Normal Soln
3130 50.0000 50.0000 50.0000 0.0000 0.0024 0.0471 Normal Soln
3024 7.4232 7.4232 17.3391 0.0000 -0.0231 2.3189 Normal Soln
3036 11.8095 11.8095 50.0000 0.0000 0.0074 0.4093 Normal Soln
2827 29.9347 29.9347 48.0250 0.0000 0.0017 0.0443 Normal Soln
2726 8.1503 8.1503 50.0000 0.0000 0.0044 0.0744 Normal Soln
2629 33.3117 33.3117 50.0000 0.0000 0.0023 0.4334 Normal Soln
2930 29.5072 29.5072 50.0000 0.0000 0.0041 0.1633 Normal Soln
2725 5.0437 5.0437 12.9866 0.0000 0.0035 2.6036 Normal Soln
2524 14.4705 14.4705 32.5825 0.0000 -0.0098 2.2043 Normal Soln
2422 6.2860 6.2860 16.9119 0.0000 0.0331 2.0736 Normal Soln
L575 49.5149 49.5149 50.0000 0.0000 -0.0056 0.2577 Normal Soln
2117 7.1622 7.1622 24.2909 0.0000 -0.0039 0.0835 Normal Soln
1714B 16.6174 16.6174 50.0000 0.0000 -0.0331 0.5385 Normal Soln
1716 4.6401 4.6401 12.7610 0.0000 0.0173 1.6315 Normal Soln
1615 3.9279 3.9279 9.8564 0.0000 0.0128 3.7717 Normal Soln
1614A 1.7831 1.7831 5.2822 40.7500 -0.0133 3.8150 Normal Soln
4514B 14.7058 14.7058 24.4610 0.0000 0.0181 0.0748 Normal Soln
4515 5.6567 5.6567 12.7848 0.0000 -0.0043 2.1431 Normal Soln
1502 15.1829 15.1829 33.5656 0.0000 0.0189 4.8175 Normal Soln
14A13 3.9394 3.9394 17.1012 0.0000 -0.0133 0.3866 Normal Soln
1312 6.2647 6.2647 26.8750 0.0000 0.0143 0.4025 Normal Soln
1211 14.8116 14.8116 50.0000 0.0000 0.0111 0.2796 Normal Soln
1103 15.6603 15.6603 50.0000 0.0000 0.0102 0.1977 Normal Soln
0912 28.3735 28.3735 50.0000 0.0000 0.0011 0.0187 Normal Soln
0908 11.4133 11.4133 41.8469 0.0000 0.0028 3.1309 Normal Soln
0811 31.7931 31.7931 50.0000 0.0000 0.0034 0.0835 Normal Soln
0804 10.9016 10.9016 34.4719 0.0000 0.0041 4.0929 Normal Soln
0201 3.0582 3.0582 7.3204 270.9167 -0.1957 0.1291 Normal Soln
5248 50.0000 50.0000 50.0000 0.0000 0.0009 0.0630 Normal Soln
4845 46.3399 46.3399 50.0000 0.0000 0.0019 0.2495 Normal Soln
4250 50.0000 50.0000 50.0000 0.0000 0.0010 0.0473 Normal Soln
5338 50.0000 50.0000 50.0000 0.0000 0.0007 0.0336 Normal Soln
3851 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
4746o 15.1363 15.1363 26.4709 0.0000 -0.0019 0.0410 Normal Soln
4746u 5.3157 5.3157 17.5548 0.0000 -0.0022 1.6828 Normal Soln
4645o 25.3365 25.3365 50.0000 0.0000 0.0018 0.0452 Normal Soln
4645u 6.9895 6.9895 23.9616 0.0000 0.0055 2.6055 Normal Soln
3836o 30.5621 30.5621 50.0000 0.0000 0.0008 0.0477 Normal Soln
3635o 15.7951 15.7951 33.0619 0.0000 0.0138 0.0684 Normal Soln
2217o 18.2358 18.2358 33.7739 0.0000 -0.0079 0.1563 Normal Soln
2217u 5.5371 5.5371 15.4531 0.0000 -0.0422 4.0878 Normal Soln
2019o 23.2137 23.2137 38.2859 0.0000 -0.0063 0.0453 Normal Soln
2019u 5.1534 5.1534 11.3390 0.0000 0.0149 2.2036 Normal Soln
1918o 50.0000 50.0000 50.0000 0.0000 0.0018 0.0070 Normal Soln
1918u 16.0098 16.0098 37.0243 0.0000 0.0157 2.7629 Normal Soln
1817o 14.7603 14.7603 38.4617 0.0000 0.0071 0.2379 Normal Soln
1817u 4.0047 4.0047 10.2084 0.0000 -0.0228 3.9635 Normal Soln
1009o 50.0000 50.0000 50.0000 0.0000 -0.0007 0.0033 Normal Soln
1009u 10.4035 10.4035 30.3917 0.0000 0.0020 2.6404 Normal Soln
0706o 31.3229 31.3229 50.0000 0.0000 0.0021 0.0450 Normal Soln
0706u 6.7945 6.7945 24.6003 0.0000 -0.0023 2.1217 Normal Soln
0604o 32.2417 32.2417 50.0000 0.0000 -0.0032 0.1333 Normal Soln
0604u 9.6417 9.6417 20.6364 0.0000 0.0049 2.4996 Normal Soln
0504o 50.0000 50.0000 50.0000 0.0000 0.0103 0.0206 Normal Soln
0504u 12.4472 12.4472 33.9869 0.0000 -0.0165 2.9785 Normal Soln
0403o 16.0540 16.0540 35.0142 0.0000 -0.0048 0.0574 Normal Soln
0403u 3.4358 3.4358 7.7734 0.0000 -0.0172 1.6228 Normal Soln
0302o 5.5129 5.5129 15.0909 0.0000 0.0132 1.9114 Normal Soln
0302u 2.7271 2.7271 11.9293 0.0000 0.0068 0.7089 Normal Soln
14a14bo 6.2689 6.2689 28.0903 0.0000 0.0146 0.0637 Normal Soln
14a14bu 1.9195 1.9195 5.3814 42.5833 -0.0065 2.7140 Normal Soln
The conduit with the smallest time step limitation was..0201
The conduit with the largest wobble was.................1502
The conduit with the largest flow change in any
consecutive time step...................................0201
*==================================================*
| Table E6. Final Model Condition |
| This table is used for steady state |
| flow comparison and is the information|
| saved to the hot-restart file. |
| Final Time = 6.001 hours |
*==================================================*
Junction / Depth / Elevation ===> "*" Junction is Surcharged.
N54/ 0.00 / 8.90/ N53/ 0.00 / 8.50/ N52/ 0.00 / 7.00/
N38/ 1.01 / 6.01/ N51/ 1.00 / 4.80/ N48/ 1.00 / 4.60/
N50/ 1.00 / 5.70/ N47/ 0.00 / 3.60/ N46/ 0.00 / 3.00/
N45/ 0.00 / 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/ 0.02 / 4.22/
N29/ 0.01 / 6.41/ N28/ 0.00 / 8.30/ N27/ 0.00 / 5.35/
N26/ 0.01 / 6.51/ N25/ 0.00 / 4.87/ N24/ 0.01 / 2.60/
N23/ 0.00 / 4.70/ N22/ 0.03 / 1.89/ 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/ 0.04 / 1.25/
N14B/ 0.00 / 1.80/ N14A/ 0.05 / 1.65/ N13/ 0.00 / 1.86/
N12/ 0.00 / 1.68/ N11/ 0.01 / 1.35/ N10/ 0.00 / 3.60/
N9/ 0.00 / 2.50/ N8/ 0.00 / 2.00/ N7/ 0.00 / 4.00/
N6/ 0.00 / 3.50/ N5/ 0.00 / 3.30/ N4/ 0.00 / 1.70/
N3/ 0.00 / 1.10/ N2/ 0.02 / 1.07/ N1/ 0.00 / 0.93/
Conduit/ Flow ===> "*" Conduit uses the normal flow option.
5453/ 0.00*/ 5047/ 0.00 / 5114b/ 0.00 /
4342/ 0.00*/ 3736/ 0.00 / 3534/ 0.00*/
3422/ 0.00 / 3130/ 0.00 / 3024/ 0.00 /
3036/ 0.00 / 2827/ 0.00 / 2726/ 0.00*/
2629/ 0.00 / 2930/ 0.00 / 2725/ 0.00 /
2524/ 0.00 / 2422/ 0.00*/ L575/ 0.00 /
2117/ 0.00 / 1714B/ 0.00 / 1716/ 0.00 /
1615/ 0.00*/ 1614A/ 0.00 / 4514B/ 0.00 /
4515/ 0.00*/ 1502/ 0.00 / 14A13/ 0.00*/
1312/ 0.00*/ 1211/ 0.00*/ 1103/ 0.00 /
0912/ 0.00*/ 0908/ 0.00*/ 0811/ 0.00*/
0804/ 0.00*/ 0201/ 0.00 / 5248/ 0.00 /
4845/ 0.00 / 4250/ 0.00 / 5338/ 0.00*/
3851/ 0.00 / 4746o/ 0.00*/ 4746u/ 0.00 /
4645o/ 0.00*/ 4645u/ 0.00*/ 3836o/ 0.00*/
3635o/ 0.00 / 2217o/ 0.00 / 2217u/ 0.00 /
2019o/ 0.00 / 2019u/ 0.00*/ 1918o/ 0.00*/
1918u/ 0.00*/ 1817o/ 0.00*/ 1817u/ 0.00*/
1009o/ 0.00*/ 1009u/ 0.00*/ 0706o/ 0.00*/
0706u/ 0.00*/ 0604o/ 0.00 / 0604u/ 0.00*/
0504o/ 0.00*/ 0504u/ 0.00*/ 0403o/ 0.00*/
0403u/ 0.00 / 0302o/ 0.00 / 0302u/ 0.00*/
14a14bo/ 0.00 / 14a14bu/ 0.00*/ FREE # 1/ 0.00 /
Conduit/ Velocity
5453/ 0.01 / 5047/ 0.02 / 5114b/ 0.01 /
4342/ 0.01 / 3736/ 0.02 / 3534/ 0.00 /
3422/ 0.00 / 3130/ 0.01 / 3024/ 0.53 /
3036/ 0.00 / 2827/ 0.03 / 2726/ 0.00 /
2629/ 0.03 / 2930/ 0.09 / 2725/ 0.17 /
2524/ 0.21 / 2422/ 0.30 / L575/ 0.01 /
2117/ 0.01 / 1714B/ 0.00 / 1716/ 0.40 /
1615/ 0.22 / 1614A/ 0.00 / 4514B/ 0.00 /
4515/ 0.05 / 1502/ 0.24 / 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/ 0.11 / 5248/ 0.01 /
4845/ 0.01 / 4250/ 0.01 / 5338/ 0.00 /
3851/ 0.00 / 4746o/ 0.00 / 4746u/ 0.19 /
4645o/ 0.00 / 4645u/ 0.12 / 3836o/ 0.00 /
3635o/ 0.00 / 2217o/ 0.00 / 2217u/ 0.25 /
2019o/ 0.00 / 2019u/ 0.33 / 1918o/ 0.00 /
1918u/ 0.23 / 1817o/ 0.00 / 1817u/ 0.18 /
1009o/ 0.00 / 1009u/ 0.11 / 0706o/ 0.00 /
0706u/ 0.07 / 0604o/ 0.00 / 0604u/ 0.24 /
0504o/ 0.00 / 0504u/ 0.05 / 0403o/ 0.00 /
0403u/ 0.30 / 0302o/ 0.00 / 0302u/ 0.01 /
14a14bo/ 0.00 / 14a14bu/ 0.00 /
Conduit/ Width
5453/ 0.45 / 5047/ 0.28 / 5114b/ 0.06 /
4342/ 0.31 / 3736/ 0.02 / 3534/ 0.01 /
3422/ 0.01 / 3130/ 0.07 / 3024/ 0.18 /
3036/ 3.35 / 2827/ 0.03 / 2726/ 8.93 /
2629/ 0.52 / 2930/ 0.23 / 2725/ 0.15 /
2524/ 0.15 / 2422/ 0.24 / L575/ 0.05 /
2117/ 0.04 / 1714B/ 1.63 / 1716/ 0.41 /
1615/ 0.30 / 1614A/ 0.33 / 4514B/ 0.08 /
4515/ 0.15 / 1502/ 0.33 / 14A13/ 0.18 /
1312/ 0.00 / 1211/ 0.04 / 1103/ 0.12 /
0912/ 0.32 / 0908/ 0.15 / 0811/ 0.04 /
0804/ 0.18 / 0201/ 0.34 / 5248/ 0.39 /
4845/ 0.27 / 4250/ 0.43 / 5338/ 2.69 /
3851/ 0.04 / 4746o/ 0.01 / 4746u/ 0.12 /
4645o/ 0.05 / 4645u/ 0.12 / 3836o/ 3.40 /
3635o/ 0.01 / 2217o/ 0.19 / 2217u/ 0.29 /
2019o/ 0.43 / 2019u/ 0.18 / 1918o/ 0.06 /
1918u/ 0.24 / 1817o/ 0.15 / 1817u/ 0.24 /
1009o/ 0.01 / 1009u/ 0.15 / 0706o/ 0.11 /
0706u/ 0.12 / 0604o/ 0.15 / 0604u/ 0.15 /
0504o/ 0.01 / 0504u/ 0.12 / 0403o/ 0.01 /
0403u/ 0.29 / 0302o/ 0.06 / 0302u/ 1.50 /
14a14bo/ 0.01 / 14a14bu/ 0.17 /
Junction/ EGL
N54/ 0.00 / N53/ 0.00 / N52/ 0.00 /
N38/ 1.01 / N51/ 1.00 / N48/ 1.20 /
N50/ 1.00 / N47/ 1.00 / N46/ 0.00 /
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/ 0.01 / N28/ 0.00 / N27/ 1.35 /
N26/ 0.01 / N25/ 0.00 / N24/ 0.30 /
N23/ 0.00 / N22/ 1.54 / N21/ 1.00 /
N20/ 0.00 / N19/ 0.01 / N18/ 0.01 /
N17/ 1.20 / N16/ 0.03 / N15/ 0.04 /
N14B/ 1.20 / N14A/ 0.05 / N13/ 0.00 /
N12/ 0.00 / N11/ 0.01 / N10/ 0.00 /
N9/ 0.00 / N8/ 0.00 / N7/ 0.00 /
N6/ 0.00 / N5/ 0.00 / N4/ 0.01 /
N3/ 0.01 / N2/ 0.02 / N1/ 0.00 /
Junction/ Freeboard
N54/ 1.10 / N53/ 1.50 / N52/ 3.00 /
N38/ 3.99 / N51/ 5.20 / N48/ 5.40 /
N50/ 4.30 / N47/ 6.40 / N46/ 7.00 /
N45/ 7.50 / N43/ 0.80 / N42/ 2.70 /
N37/ 3.00 / N36/ 4.38 / N35/ 5.80 /
N34/ 5.90 / N31/ 2.50 / N30/ 5.78 /
N29/ 3.59 / N28/ 1.70 / N27/ 4.65 /
N26/ 3.49 / N25/ 5.13 / N24/ 7.40 /
N23/ 5.30 / N22/ 8.11 / N21/ 7.00 /
N20/ 4.00 / N19/ 5.50 / N18/ 8.09 /
N17/ 8.24 / N16/ 8.64 / N15/ 8.75 /
N14B/ 8.20 / N14A/ 8.35 / N13/ 8.14 /
N12/ 8.32 / N11/ 8.65 / N10/ 6.40 /
N9/ 7.50 / N8/ 8.00 / N7/ 6.00 /
N6/ 6.50 / N5/ 6.70 / N4/ 8.30 /
N3/ 8.90 / N2/ 8.93 / N1/ 9.07 /
Junction/ Max Volume
N54/ 0.02 / N53/ 0.02 / N52/ 0.03 /
N38/ 1.10 / N51/ 1.02 / N48/ 1.05 /
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/ 0.15 / N31/ 0.02 / N30/ 1.67 /
N29/ 0.14 / N28/ 0.08 / N27/ 1.38 /
N26/ 0.21 / N25/ 0.84 / N24/ 1.60 /
N23/ 0.12 / N22/ 1.78 / N21/ 1.15 /
N20/ 1.03 / N19/ 1.55 / N18/ 1.33 /
N17/ 1.40 / N16/ 1.82 / N15/ 1.28 /
N14B/ 1.32 / N14A/ 1.28 / N13/ 0.83 /
N12/ 0.85 / N11/ 1.01 / N10/ 1.01 /
N9/ 1.02 / N8/ 1.04 / N7/ 1.03 /
N6/ 1.06 / N5/ 1.02 / N4/ 1.15 /
N3/ 0.93 / N2/ 0.94 / N1/ 0.94 /
Junction/Total Fldng
N54/ 0.00 / N53/ 0.00 / N52/ 0.00 /
N38/ 0.00 / N51/ 0.00 / N48/ 0.00 /
N50/ 0.00 / N47/ 0.00 / N46/ 0.00 /
N45/ 0.00 / N43/ 0.00 / N42/ 0.00 /
N37/ 0.00 / N36/ 0.00 / N35/ 0.00 /
N34/ 0.00 / N31/ 0.00 / N30/ 0.00 /
N29/ 0.00 / N28/ 0.00 / N27/ 0.00 /
N26/ 0.00 / N25/ 0.00 / N24/ 0.00 /
N23/ 0.00 / N22/ 0.00 / N21/ 0.00 /
N20/ 0.00 / N19/ 0.00 / N18/ 0.00 /
N17/ 0.00 / N16/ 0.00 / N15/ 0.00 /
N14B/ 0.00 / N14A/ 0.00 / N13/ 0.00 /
N12/ 0.00 / N11/ 0.00 / N10/ 0.00 /
N9/ 0.00 / N8/ 0.00 / N7/ 0.00 /
N6/ 0.00 / N5/ 0.00 / N4/ 0.00 /
N3/ 0.00 / N2/ 0.00 / N1/ 0.00 /
Conduit/ Cross Sectional Area
5453/ 0.00 / 5047/ 0.00 / 5114b/ 0.00 /
4342/ 0.00 / 3736/ 0.00 / 3534/ 0.00 /
3422/ 0.00 / 3130/ 0.00 / 3024/ 0.00 /
3036/ 0.17 / 2827/ 0.00 / 2726/ 0.00 /
2629/ 0.00 / 2930/ 0.00 / 2725/ 0.00 /
2524/ 0.00 / 2422/ 0.00 / L575/ 0.00 /
2117/ 0.00 / 1714B/ 0.00 / 1716/ 0.00 /
1615/ 0.01 / 1614A/ 0.01 / 4514B/ 0.00 /
4515/ 0.00 / 1502/ 0.01 / 14A13/ 0.01 /
1312/ 0.00 / 1211/ 0.00 / 1103/ 0.01 /
0912/ 0.00 / 0908/ 0.00 / 0811/ 0.00 /
0804/ 0.00 / 0201/ 0.02 / 5248/ 0.00 /
4845/ 0.00 / 4250/ 0.00 / 5338/ 0.01 /
3851/ 0.00 / 4746o/ 0.00 / 4746u/ 0.00 /
4645o/ 0.00 / 4645u/ 0.00 / 3836o/ 0.17 /
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/ 0.12 / 5047/ 0.10 / 5114b/ 0.03 /
4342/ 0.07 / 3736/ 0.01 / 3534/ 0.00 /
3422/ 0.01 / 3130/ 0.05 / 3024/ 0.08 /
3036/ 3.03 / 2827/ 0.01 / 2726/ 0.04 /
2629/ 0.19 / 2930/ 0.09 / 2725/ 0.01 /
2524/ 0.02 / 2422/ 0.12 / L575/ 0.02 /
2117/ 0.01 / 1714B/ 0.00 / 1716/ 0.10 /
1615/ 0.16 / 1614A/ 0.06 / 4514B/ 0.00 /
4515/ 0.08 / 1502/ 0.57 / 14A13/ 0.07 /
1312/ 0.00 / 1211/ 0.05 / 1103/ 0.22 /
0912/ 0.00 / 0908/ 0.01 / 0811/ 0.00 /
0804/ 0.02 / 0201/ 0.17 / 5248/ 0.09 /
4845/ 0.13 / 4250/ 0.10 / 5338/ 0.84 /
3851/ 0.01 / 4746o/ 0.00 / 4746u/ 0.01 /
4645o/ 0.00 / 4645u/ 0.02 / 3836o/ 6.75 /
3635o/ 0.00 / 2217o/ 0.00 / 2217u/ 0.13 /
2019o/ 0.00 / 2019u/ 0.01 / 1918o/ 0.00 /
1918u/ 0.11 / 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/ 0.38 /
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/ 0.01 / 1817o/ 0.00 / 1817u/ 0.01 /
1009o/ 0.00 / 1009u/ 0.00 / 0706o/ 0.00 /
0706u/ 0.00 / 0604o/ 0.00 / 0604u/ 0.00 /
0504o/ 0.00 / 0504u/ 0.00 / 0403o/ 0.00 /
0403u/ 0.00 / 0302o/ 0.00 / 0302u/ 0.01 /
14a14bo/ 0.00 / 14a14bu/ 0.01 /
Conduit/ Upstream/ Downstream Elevation
5453/ 8.90/ 7.00 5047/ 5.70/ 4.60 5114b/ 4.80/ 3.00/
4342/ 9.20/ 7.30 3736/ 7.00/ 5.52 3534/ 4.20/ 4.10/
3422/ 4.10/ 3.40 3130/ 7.50/ 5.70 3024/ 4.22/ 2.87/
3036/ 5.62/ 5.62 2827/ 8.30/ 6.70 2726/ 6.51/ 6.51/
2629/ 6.51/ 6.41 2930/ 6.41/ 5.62 2725/ 5.35/ 4.87/
2524/ 4.87/ 2.86 2422/ 2.60/ 1.89 L575/ 4.70/ 3.40/
2117/ 3.00/ 2.95 1714B/ 1.80/ 1.80 1716/ 1.76/ 1.36/
1615/ 1.36/ 1.25 1614A/ 1.65/ 1.65 4514B/ 1.80/ 1.80/
4515/ 2.50/ 1.25 1502/ 1.25/ 1.07 14A13/ 1.86/ 1.65/
1312/ 1.86/ 1.68 1211/ 1.68/ 1.35 1103/ 1.35/ 1.10/
0912/ 1.68/ 1.68 0908/ 2.50/ 2.00 0811/ 1.35/ 1.35/
0804/ 2.00/ 1.70 0201/ 1.07/ 0.93 5248/ 7.00/ 4.80/
4845/ 4.60/ 3.50 4250/ 7.30/ 5.70 5338/ 8.50/ 6.01/
3851/ 6.01/ 4.80 4746o/ 3.00/ 3.00 4746u/ 3.60/ 3.00/
4645o/ 2.50/ 2.50 4645u/ 3.00/ 2.50 3836o/ 6.01/ 5.62/
3635o/ 4.20/ 4.20 2217o/ 1.76/ 1.76 2217u/ 1.89/ 1.76/
2019o/ 4.50/ 4.50 2019u/ 6.00/ 4.50 1918o/ 1.91/ 1.91/
1918u/ 4.50/ 1.91 1817o/ 1.76/ 1.76 1817u/ 1.91/ 1.76/
1009o/ 2.50/ 2.50 1009u/ 3.60/ 2.50 0706o/ 3.50/ 3.50/
0706u/ 4.00/ 3.50 0604o/ 1.70/ 1.70 0604u/ 3.50/ 1.70/
0504o/ 1.70/ 1.70 0504u/ 3.30/ 1.70 0403o/ 1.10/ 1.10/
0403u/ 1.70/ 1.10 0302o/ 1.07/ 1.07 0302u/ 1.10/ 1.07/
14a14bo/ 1.65/ 1.65 14a14bu/ 1.80/ 1.65
*=========================================================*
| Table E7 - Iteration Summary |
*=========================================================*
Total number of time steps simulated............ 4320
Total number of passes in the simulation........ 8655
Total number of time steps during simulation.... 6553
Ratio of actual # of time steps / NTCYC......... 1.517
Average number of iterations per time step...... 1.321
Average time step size(seconds)................ 3.296
Smallest time step size(seconds)................ 0.500
Largest time step size(seconds)................ 5.000
Average minimum Conduit Courant time step (sec). 4.250
Average minimum implicit time step (sec)........ 1.615
Average minimum junction time step (sec)........ 1.615
Average Courant Factor Tf....................... 1.615
Number of times omega reduced................... 64
*=========================================================*
| 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 1.05 6909 0 4 0 0 0
N53 0 1.08 7065 0 5 0 0 0
N52 0 1.15 7553 0 8 0 0 0
N38 0 1.11 7247 0 6 0 0 0
N51 0 1.04 6813 1 23 1 0 0
N48 0 1.15 7505 1 17 1 0 0
N50 0 1.15 7530 1 24 1 0 0
N47 0 1.34 8757 0 8 0 0 0
N46 0 1.35 8875 0 6 0 0 0
N45 0 1.45 9527 3 15 4 0 0
N43 0 1.07 7002 0 5 0 0 0
N42 0 1.17 7662 0 7 0 0 0
N37 0 1.13 7399 0 5 0 0 0
N36 0 1.53 10051 0 10 1 0 0
N35 0 1.35 8818 1 15 1 0 0
N34 0 1.33 8700 0 7 0 0 0
N31 0 1.20 7833 0 8 0 0 0
N30 0 1.60 10458 0 18 3 0 0
N29 0 1.35 8842 0 7 0 0 0
N28 0 1.15 7555 0 7 0 0 0
N27 0 1.57 10290 2 15 1 0 0
N26 0 1.41 9267 0 6 0 0 0
N25 0 1.17 7699 0 10 1 0 0
N24 0 1.31 8590 0 10 1 0 0
N23 0 1.26 8226 0 7 0 0 0
N22 0 1.56 10218 10 14 2 0 0
N21 0 1.37 8965 1 19 1 0 0
N20 0 1.29 8422 1 21 4 0 0
N19 0 1.41 9271 1 11 2 0 0
N18 0 1.55 10144 1 9 0 0 0
N17 0 1.92 12573 2 11 2 0 0
N16 0 1.48 9681 0 8 0 0 0
N15 0 1.27 8302 0 8 0 0 0
N14B 0 1.89 12409 0 11 1 0 0
N14A 0 1.57 10269 2 14 7 0 0
N13 0 1.44 9459 0 7 0 0 0
N12 0 1.41 9223 0 7 0 0 0
N11 0 1.47 9631 0 11 1 0 0
N10 0 1.19 7795 0 6 0 0 0
N9 0 1.29 8478 0 6 0 0 0
N8 0 1.39 9084 1 15 2 0 0
N7 0 1.21 7920 0 14 1 0 0
N6 0 1.48 9702 8 19 1 0 0
N5 0 1.19 7781 0 18 2 0 0
N4 0 1.61 10563 1 15 1 0 0
N3 0 1.84 12085 4 12 2 0 0
N2 0 1.67 10915 1 9 0 0 0
N1 0 1.51 9902 22 23 14 0 0
Total number of iterations for all junctions.. 428965
Minimum number of possible iterations......... 314544
Efficiency of the simulation.................. 1.36
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 8.9229 0 36 0.0000 1.0771 1.0000 0.0000 0.0000 0.0000
N53 10.0000 8.7000 8.5233 0 36 0.0000 1.4767 1.0000 0.0000 0.0000 0.0000
N52 10.0000 7.2000 7.0327 0 39 0.0000 2.9673 1.0000 0.0000 0.0000 0.0000
N38 10.0000 6.4000 6.0998 0 40 0.0000 3.9002 1.0000 0.0000 0.0000 0.0000
N51 10.0000 5.0000 4.8207 0 35 0.0000 5.1793 1.0000 0.0000 0.0000 0.0000
N48 10.0000 5.0000 4.6549 0 36 0.0000 5.3451 1.0000 0.0000 0.0000 0.0000
N50 10.0000 5.9000 5.7587 0 39 0.0000 4.2413 1.0000 0.0000 0.0000 0.0000
N47 10.0000 5.0000 4.6984 0 39 0.0000 5.3016 1.0000 0.0000 0.0000 0.0000
N46 10.0000 4.4000 4.1085 0 40 0.0000 5.8915 1.0000 0.0000 0.0000 0.0000
N45 10.0000 3.9500 3.6570 0 38 0.0000 6.3430 1.0000 0.0000 0.0000 0.0000
N43 10.0000 9.4000 9.2214 0 35 0.0000 0.7786 1.0000 0.0000 0.0000 0.0000
N42 10.0000 7.5000 7.3281 0 37 0.0000 2.6719 1.0000 0.0000 0.0000 0.0000
N37 10.0000 7.4000 7.0676 0 35 0.0000 2.9324 1.0000 0.0000 0.0000 0.0000
N36 10.0000 6.1700 5.8610 0 37 0.0000 4.1390 1.0000 0.0000 0.0000 0.0000
N35 10.0000 5.6000 4.3501 0 36 0.0000 5.6499 1.0000 0.0000 0.0000 0.0000
N34 10.0000 4.5000 4.2464 0 37 0.0000 5.7536 1.0000 0.0000 0.0000 0.0000
N31 10.0000 7.8000 7.5234 0 35 0.0000 2.4766 1.0000 0.0000 0.0000 0.0000
N30 10.0000 6.0200 5.8662 0 36 0.0000 4.1338 1.0000 0.0000 0.0000 0.0000
N29 10.0000 6.8000 6.5404 0 35 0.0000 3.4596 1.0000 0.0000 0.0000 0.0000
N28 10.0000 8.7000 8.3807 0 35 0.0000 1.6193 1.0000 0.0000 0.0000 0.0000
N27 10.0000 7.1000 6.7299 0 35 0.0000 3.2701 1.0000 0.0000 0.0000 0.0000
N26 10.0000 6.9000 6.7149 0 36 0.0000 3.2851 1.0000 0.0000 0.0000 0.0000
N25 10.0000 5.2450 5.7094 0 38 0.4644 4.2906 1.0000 0.0000 0.0000 0.0000
N24 10.0000 3.3100 4.1926 0 39 0.8826 5.8074 1.0000 0.0000 0.0000 0.0000
N23 10.0000 5.0000 4.8203 0 35 0.0000 5.1797 1.0000 0.0000 0.0000 0.0000
N22 10.0000 3.9000 3.6378 0 39 0.0000 6.3622 1.0000 0.0000 0.0000 0.0000
N21 10.0000 3.5000 3.1537 0 40 0.0000 6.8463 1.0000 0.0000 0.0000 0.0000
N20 10.0000 7.3000 7.0280 0 35 0.0000 2.9720 1.0000 0.0000 0.0000 0.0000
N19 10.0000 6.4000 6.0512 0 37 0.0000 3.9488 1.0000 0.0000 0.0000 0.0000
N18 10.0000 3.5000 3.2290 0 39 0.0000 6.7710 1.0000 0.0000 0.0000 0.0000
N17 10.0000 3.4500 3.1536 0 39 0.0000 6.8464 1.0000 0.0000 0.0000 0.0000
N16 10.0000 2.4000 3.1558 0 39 0.7558 6.8442 1.0000 0.0000 0.0000 0.0000
N15 10.0000 2.0350 2.4925 0 42 0.4575 7.5075 1.0000 0.0000 0.0000 0.0000
N14B 10.0000 3.4900 3.1178 0 40 0.0000 6.8822 1.0000 0.0000 0.0000 0.0000
N14A 10.0000 3.3000 2.8782 0 40 0.0000 7.1218 1.0000 0.0000 0.0000 0.0000
N13 10.0000 3.5600 2.6853 0 40 0.0000 7.3147 1.0000 0.0000 0.0000 0.0000
N12 10.0000 3.3800 2.5340 0 42 0.0000 7.4660 1.0000 0.0000 0.0000 0.0000
N11 10.0000 3.3400 2.3451 0 42 0.0000 7.6549 1.0000 0.0000 0.0000 0.0000
N10 10.0000 4.9000 4.6088 0 35 0.0000 5.3912 1.0000 0.0000 0.0000 0.0000
N9 10.0000 3.9000 3.5202 0 36 0.0000 6.4798 1.0000 0.0000 0.0000 0.0000
N8 10.0000 3.4000 3.0447 0 35 0.0000 6.9553 1.0000 0.0000 0.0000 0.0000
N7 10.0000 5.3000 5.0306 0 35 0.0000 4.9694 1.0000 0.0000 0.0000 0.0000
N6 10.0000 4.8000 4.5623 0 35 0.0000 5.4377 1.0000 0.0000 0.0000 0.0000
N5 10.0000 4.6000 4.3223 0 35 0.0000 5.6777 1.0000 0.0000 0.0000 0.0000
N4 10.0000 3.2000 2.8507 0 36 0.0000 7.1493 1.0000 0.0000 0.0000 0.0000
N3 10.0000 3.1000 2.0270 0 42 0.0000 7.9730 1.0000 0.0000 0.0000 0.0000
N2 10.0000 3.0500 1.9864 0 42 0.0000 8.0136 1.0000 0.0000 0.0000 0.0000
N1 10.0000 2.9300 1.8678 0 42 0.0000 8.1322 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 0.1111 0 36 0.1729 0 35 0.0134 8.9229 7.0327 .1145 .1635
5047 2.8812 1.4600 200.0000 0.3780 0 40 0.5032 0 41 0.1312 5.7587 4.6984 .2936 .4922
5114b 3.5733 1.8108 200.0000 0.0825 0 35 0.3598 0 23 0.0231 4.8207 3.1178 .1033 .5889
4342 10.3858 1.3631 200.0000 0.1133 0 35 0.1834 0 35 0.0109 9.2214 7.3281 .1071 .1404
3736 14.9983 3.6090 400.0000 0.1300 0 35 0.7268 0 11 0.0087 7.0676 5.8662 .1691 .8656
3534 5.8173 1.4765 400.0000 1.1581 0 37 0.7963 0 36 0.1991 4.3501 4.2464 .3752 .3659
3422 6.0122 1.5213 400.0000 1.1535 0 37 0.6331 0 37 0.1919 4.2464 3.6378 .3659 .5946
3130 13.5508 2.2744 300.0000 0.1954 0 35 0.3545 0 15 0.0144 7.5234 5.8662 .0779 .5541
3024 0.4621 2.9058 450.0000 0.4509 1 11 2.9413 1 15 0.9756 5.8662 4.1926 3.702 2.961
3036 6.7857 1.4251 400.0000 0.7805 0 36 0.2942 0 36 0.1150 5.8662 5.8610 .6156 .8525
2827 15.5945 3.7524 400.0000 0.2253 0 35 1.0411 0 35 0.0144 8.3807 6.7806 .2018 .2015
2726 18.5574 3.1124 300.0000 0.4018 0 35 0.1819 0 35 0.0216 6.7299 6.7149 .0995 .7162
2629 2.4524 0.5150 400.0000 0.3946 0 36 0.3610 0 36 0.1609 6.7149 6.5404 .5372 .3509
2930 11.6053 2.4373 400.0000 0.7326 0 35 0.8345 0 15 0.0631 6.5404 5.8662 .3509 .6156
2725 0.2218 2.0080 375.0000 0.2570 0 10 2.3141 0 10 1.1588 6.7299 5.7094 3.679 2.238
2524 0.2779 2.5163 375.0000 0.2533 0 11 2.4553 0 10 0.9115 5.7094 4.1926 2.238 3.553
2422 0.8401 2.9711 600.0000 0.6554 0 59 2.3073 0 59 0.7802 4.1926 3.6378 2.670 2.963
L575 4.4056 1.1111 300.0000 0.3600 0 35 0.4738 0 26 0.0817 4.8203 3.6378 .4011 .7928
2117 10.3655 2.0976 500.0000 0.1922 0 34 0.4117 0 22 0.0185 3.1537 3.1536 .3074 .4072
1714B 8.1188 0.9553 500.0000 1.5945 0 40 0.4324 0 40 0.1964 3.1536 3.1178 .6072 .6356
1716 3.1532 3.6415 1050.000 2.0484 0 25 2.3526 0 26 0.6496 3.1536 3.1558 1.336 1.719
1615 0.7725 1.7486 750.0000 1.2176 0 27 2.7400 0 27 1.5762 3.1557 2.4925 2.421 1.710
1614A 0.7872 1.7819 750.0000 0.8401 0 25 1.8942 0 25 1.0672 3.1557 2.8782 2.007 1.704
4514B 28.0567 3.5017 450.0000 0.8451 0 38 0.9845 0 15 0.0301 3.6570 3.1178 .3489 .5951
4515 0.1942 2.7467 300.0000 0.1788 1 36 2.5033 1 36 0.9209 3.6570 2.4925 3.856 4.275
1502 0.6052 1.1322 825.0000 1.3704 0 27 2.6817 0 22 2.2643 2.4930 1.9864 1.555 1.135
14A13 16.6072 0.8411 1700.000 -3.1335 0 40 -0.5848 0 40 -0.1887 2.8782 2.6853 .5990 .6384
1312 15.7543 0.6101 1400.000 3.1329 0 40 0.5209 0 37 0.1989 2.6853 2.5340 .5895 .6100
1211 22.0747 0.6694 1700.000 3.0802 0 42 0.3467 0 41 0.1395 2.5340 2.3451 .5024 .5913
1103 34.9730 0.7240 2000.000 3.4263 0 42 0.4159 0 43 0.0980 2.3451 2.0270 .5026 .4635
0912 7.4604 1.8954 400.0000 0.0538 0 36 0.0286 0 36 0.0072 3.5202 2.5340 .0505 1.335 *
0908 0.1628 1.4741 375.0000 0.1334 0 23 1.1948 0 23 0.8193 3.5202 3.0447 2.720 2.785
0811 6.0914 1.5476 400.0000 0.1646 0 35 0.2277 0 25 0.0270 3.0447 2.3451 .1118 .8628
0804 0.2208 1.3886 450.0000 0.2322 0 30 1.4506 0 30 1.0513 3.0447 2.8507 2.321 2.557
0201 142.3584 2.9703 2000.000 5.8918 0 42 1.3661 1 1 0.0414 1.9864 1.8678 .4682 .4689
5248 8.1651 1.4277 200.0000 0.2061 0 39 0.3294 0 39 0.0252 7.0327 4.8252 .1635 .1258
4845 2.5500 1.2922 200.0000 0.2996 0 36 0.3022 0 36 0.1175 4.6549 3.6570 .2747 .7850
4250 11.5986 1.2184 200.0000 0.2505 0 37 0.1560 0 36 0.0216 7.3281 5.7587 .1404 .2936
5338 8.7547 1.3127 200.0000 0.1228 0 36 0.1173 0 0 0.0140 8.5233 6.0998 .1166 .4992
3851 5.0145 1.3130 200.0000 0.0000 0 0 0.0000 0 0 0.0000 6.0998 4.8207 .0000 .0000
4746o 17.3588 2.8540 400.0000 0.3409 0 39 0.9445 0 35 0.0196 4.6984 4.1085 .2461 .2714
4746u 0.1498 2.1194 300.0000 0.1013 0 14 1.4241 0 8 0.6765 4.6984 4.1085 3.661 3.695
4645o 15.8729 2.3953 400.0000 0.3480 0 40 0.5538 0 32 0.0219 4.1085 3.6570 .2714 .3925
4645u 0.1105 1.5637 300.0000 0.0990 0 24 1.3773 0 24 0.8957 4.1085 3.6570 3.695 3.856
3836o 9.9729 2.0945 400.0000 0.2363 0 40 0.1333 0 40 0.0237 6.0998 5.8610 .2496 .8525
3635o 35.6736 2.3986 400.0000 1.1254 0 37 0.6049 0 37 0.0315 5.8610 5.2857 .2275 .2143
2217o 14.0423 2.7133 500.0000 1.0983 0 39 1.0377 0 50 0.0782 3.6378 3.1850 .4757 .4700
2217u 0.6241 1.4127 750.0000 1.0064 0 59 2.2661 0 59 1.6125 3.6378 3.1536 2.370 1.871
2019o 11.6942 3.9474 300.0000 0.2302 0 35 0.7836 0 34 0.0197 7.0280 6.0512 .0933 .1707
2019u 0.6375 4.0085 450.0000 0.4236 0 43 2.6485 0 43 0.6644 7.0280 6.0512 2.284 3.447
1918o 18.5045 3.0423 400.0000 0.0644 0 37 0.0720 0 37 0.0035 6.0512 3.2290 .1280 .5726
1918u 0.9440 3.3387 600.0000 0.8476 0 36 2.9710 0 36 0.8979 6.0512 3.2290 2.585 2.215
1817o 9.1593 1.0777 500.0000 0.8673 0 39 0.5721 0 33 0.0947 3.2290 3.1536 .4581 .4072
1817u 0.5070 1.7932 600.0000 0.6120 0 13 2.1556 0 13 1.2071 3.2290 3.1536 2.215 2.339
1009o 8.3091 3.0016 300.0000 0.0138 0 35 0.1930 0 35 0.0017 4.6088 3.5202 .0294 .0674
1009u 0.2415 2.1864 375.0000 0.1837 0 35 1.6452 0 35 0.7606 4.6088 3.5202 2.690 2.720
0706o 7.2322 2.5945 300.0000 0.0944 0 35 0.3426 0 35 0.0131 5.0306 4.5623 .1019 .2075
0706u 0.1248 1.7661 300.0000 0.0875 0 12 1.2195 0 12 0.7008 5.0306 4.5623 3.435 3.540
0604o 9.6606 3.5627 300.0000 0.4296 0 35 1.0637 0 35 0.0445 4.5623 2.8620 .2075 .2068
0604u 0.3116 2.8210 375.0000 0.3073 0 20 2.7621 0 20 0.9864 4.5623 2.8507 2.832 3.068
0504o 8.6316 3.1463 300.0000 0.0667 0 35 0.4477 0 33 0.0077 4.3223 2.8507 .0744 .1692
0504u 0.1541 2.1802 300.0000 0.1328 0 23 1.8539 0 23 0.8621 4.3223 2.8507 3.407 3.835
0403o 9.0589 2.2976 400.0000 0.2602 0 36 0.5712 0 36 0.0287 2.8507 2.0412 .1269 .1030
0403u 1.9283 4.3647 750.0000 1.1347 0 25 2.5738 0 25 0.5885 2.8507 2.0270 1.534 1.236
0302o 2.9365 0.3239 300.0000 2.8064 0 42 0.6626 0 45 0.9557 2.0270 1.9864 .6899 .5882
0302u 3.2556 3.6173 600.0000 0.7557 0 55 0.8383 0 55 0.2321 2.0270 1.9864 1.544 1.560
14a14bo 75.9084 3.3944 500.0000 2.4123 0 40 0.3562 0 26 0.0318 3.1178 2.8782 .2556 .7565
14a14bu 0.1368 1.9347 300.0000 0.1330 1 23 1.8583 1 23 0.9726 3.1178 2.8782 4.392 4.260
FREE # 1 Undefnd Undefnd Undefn 5.9414 0 42
*==================================================*
| 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 0.0186 0.6473 0.0047
5047 3.5000 51.3333 0.0000 305.1667 0.0755 0.7526 0.0395
5114b 4.4583 35.4167 0.0000 320.1250 0.0617 0.6183 0.0090
4342 0.1667 359.8333 0.0000 0.0000 0.0156 0.6208 0.0045
3736 0.1667 78.2708 0.0000 281.5625 0.1174 1.5904 0.0362
3534 3.9722 356.0278 0.0000 0.0000 0.1441 1.4554 0.1178
3422 3.9722 36.9167 0.0000 319.1111 0.1799 1.8352 0.1200
3130 0.1667 72.2778 0.0000 287.5556 0.0861 1.7309 0.0107
3024 0.1667 64.4375 0.0000 295.3958 0.1301 0.1639 3.4060
3036 7.2500 73.0278 279.7222 0.0000 0.1491 2.6544 0.0863
2827 0.1667 0.0000 0.0000 359.8333 0.0397 0.2165 0.0840
2726 315.0000 45.0000 0.0000 0.0000 0.1105 2.2312 0.0219
2629 0.2500 359.7500 0.0000 0.0000 0.0951 1.0936 0.0641
2930 0.2500 73.1250 0.0000 286.6250 0.0982 1.2115 0.1169
2725 0.1667 359.8333 0.0000 0.0000 0.1040 0.1138 2.1291
2524 0.1667 79.6667 0.0000 280.1667 0.1119 0.1146 2.0782
2422 0.1667 359.8333 0.0000 0.0000 0.1726 0.2906 3.4293
L575 0.1667 33.2222 0.0000 326.6111 0.0916 1.5488 0.0525
2117 2.5417 36.0556 0.0000 321.4028 0.1703 1.7315 0.0199
1714B 288.7778 36.6667 34.5556 0.0000 0.1585 3.6875 0.1343
1716 0.1667 356.8333 0.0000 3.0000 0.2938 0.8902 3.5727
1615 0.1667 359.8333 0.0000 0.0000 0.2278 0.4521 3.9928
1614A 4.2500 98.6667 257.0833 0.0000 0.2281 0.4607 2.2807
4514B 273.2500 62.8333 0.0000 23.9167 0.0921 2.0386 0.0904
4515 0.1667 359.8333 0.0000 0.0000 0.0839 0.0728 2.4869
1502 0.1667 359.8333 0.0000 0.0000 0.2306 0.5471 2.6053
14A13 64.0000 296.0000 0.0000 0.0000 0.3696 5.3587 0.6150
1312 63.9167 296.0833 0.0000 0.0000 0.3208 6.2001 0.4270
1211 6.3333 353.6667 0.0000 0.0000 0.4627 8.8955 0.3219
1103 0.1667 359.8333 0.0000 0.0000 0.3487 8.2546 0.4007
0912 344.1157 15.8843 0.0000 0.0000 0.1781 1.8802 0.0067
0908 0.1667 359.8333 0.0000 0.0000 0.1049 0.1137 1.2195
0811 337.8333 21.7500 0.0000 0.4167 0.1637 1.7056 0.0180
0804 0.1667 359.8333 0.0000 0.0000 0.1299 0.1642 1.3064
0201 0.1667 359.8333 0.0000 0.0000 0.3533 7.0139 0.8729
5248 0.1667 0.0000 0.0000 359.8333 0.0210 0.6255 0.0095
4845 4.0833 86.5417 0.0000 269.3750 0.0986 0.9921 0.0320
4250 0.2500 356.5000 0.0000 3.2500 0.0327 1.6296 0.0067
5338 0.1667 356.4167 0.0000 3.4167 0.0485 1.6962 0.0044
3851 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
4746o 307.4722 52.0556 0.0000 0.4722 0.0507 0.3632 0.0971
4746u 0.1667 359.8333 0.0000 0.0000 0.0839 0.0729 1.5516
4645o 305.5278 54.4722 0.0000 0.0000 0.0549 0.6630 0.0697
4645u 0.1667 359.8333 0.0000 0.0000 0.0839 0.0729 1.5327
3836o 3.6111 356.3889 0.0000 0.0000 0.1074 1.7967 0.0291
3635o 303.9444 0.0000 0.0000 56.0556 0.0445 1.8604 0.0534
2217o 322.8889 4.2500 0.0000 32.8611 0.0835 1.2307 0.2110
2217u 0.1667 359.8333 0.0000 0.0000 0.2129 0.4523 3.4121
2019o 346.9653 7.9167 0.0000 5.1181 0.0371 0.3663 0.0239
2019u 0.1667 359.8333 0.0000 0.0000 0.1353 0.1655 2.5108
1918o 350.3889 9.6111 0.0000 0.0000 0.0556 0.9125 0.0100
1918u 0.1667 359.8333 0.0000 0.0000 0.1679 0.2912 4.2741
1817o 313.5278 19.1944 0.0000 27.2778 0.0911 1.7023 0.1103
1817u 0.1667 359.8333 0.0000 0.0000 0.1824 0.2961 2.2059
1009o 356.2222 3.7778 0.0000 0.0000 0.0124 0.0728 0.0026
1009u 0.1667 359.8333 0.0000 0.0000 0.1049 0.1139 1.6677
0706o 329.1389 30.8611 0.0000 0.0000 0.0375 0.2777 0.0157
0706u 0.1667 359.8333 0.0000 0.0000 0.0889 0.0728 1.2438
0604o 319.5972 0.0000 0.0000 40.4028 0.0505 0.4040 0.0661
0604u 0.1667 359.8333 0.0000 0.0000 0.1049 0.1135 2.6674
0504o 345.0889 9.4444 0.0000 5.4667 0.0299 0.2077 0.0117
0504u 0.1667 359.8333 0.0000 0.0000 0.0840 0.0730 1.8499
0403o 349.6667 1.5833 0.0000 8.7500 0.0460 0.4555 0.0263
0403u 0.1667 359.8333 0.0000 0.0000 0.2281 0.4589 2.4666
0302o 326.0000 14.2778 0.0000 19.7222 0.1343 4.3050 0.1250
0302u 0.1667 359.8333 0.0000 0.0000 0.3108 0.9868 0.6721
14a14bo 320.0278 38.8889 0.0000 1.0833 0.1566 8.3289 0.0733
14a14bu 4.4583 355.5417 0.0000 0.0000 0.0839 0.0727 1.8874
*===========================================*
| 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 0.0127 274.2699 0.0003 0.9991 0.2019 0.0066 0.2089 2.6186
5047 0.0488 1054.5953 0.0009 0.9854 0.9319 0.0225 0.2228 0.0350
5114b 0.0083 180.1691 0.0002 0.9812 0.9291 0.0114 0.1129 0.0350
4342 0.0125 268.9953 0.0003 0.9991 0.2355 0.0053 0.1885 2.6186
3736 0.0132 285.3582 0.0004 0.9991 0.7737 0.0384 0.4832 1.1638
3534 0.0591 1275.8512 0.0025 0.9834 0.2883 0.0230 0.2298 0.0350
3422 0.0596 1286.3106 0.0024 0.9832 0.5454 0.0279 0.2811 0.0450
3130 0.0195 420.8500 0.0006 0.9991 0.7690 0.0235 0.4705 2.0367
3024 0.1028 2220.8731 0.0015 0.9991 1.3307 0.0696 0.0786 0.7565
3036 0.0055 118.6528 0.0029 0.9731 0.0154 0.0704 0.9258 0.0207
2827 0.0227 489.4961 0.0007 0.9991 1.2108 0.0141 0.0531 1.1638
2726 0.0173 372.6486 0.0013 0.2556 0.0569 0.0384 0.3629 0.0200
2629 0.0212 458.8705 0.0011 0.9991 0.1683 0.0267 0.1764 2.0367
2930 0.0590 1275.3648 0.0021 0.9991 0.6088 0.0331 0.2984 1.1638
2725 0.0456 985.3259 0.0008 0.9991 1.1064 0.0516 0.0482 0.7565
2524 0.0455 982.2169 0.0008 0.9974 1.4487 0.0502 0.0457 0.0133
2422 0.1485 3208.0547 0.0024 0.9991 0.8180 0.0923 0.1409 0.7565
L575 0.0350 756.4528 0.0011 0.9991 0.4992 0.0246 0.2584 2.6186
2117 0.0196 424.1249 0.0010 0.9904 0.8204 0.0275 0.2754 0.0200
1714B 0.0378 816.1383 0.0044 0.4012 0.0212 0.0341 0.6024 0.0211
1716 0.3883 8386.9620 0.0063 0.9991 0.9298 0.1456 0.3685 See the original
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