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e1y25m.out
From the archive XPXtrm.zip, inside Further information re: stormwater modelling - REC17/0011. File date in the archive: 2017-10-09 20:31.
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 70.0000
N53 50.0000 50.0000 0.0000
N52 50.0000 50.0000 0.0000
N38 2.2769 5.6924 5.0000
N51 3.0243 7.5607 210.0000
N48 2.5848 6.4620 35.0000
N50 2.2223 5.5558 45.0000
N47 6.5299 16.3248 0.0000
N46 2.2320 5.5801 19570.0000
N45 0.7587 1.8967 15.0000
N43 50.0000 50.0000 0.0000
N42 50.0000 50.0000 0.0000
N37 50.0000 50.0000 0.0000
N36 1.8532 4.6330 20.0000
N35 3.2830 8.2076 0.0000
N34 50.0000 50.0000 0.0000
N31 47.3811 50.0000 0.0000
N30 0.2352 0.5881 405.0000
N29 50.0000 50.0000 0.0000
N28 41.0091 50.0000 0.0000
N27 1.8993 4.7482 410.0000
N26 50.0000 50.0000 0.0000
N25 2.9474 7.3686 15.0000
N24 0.7001 1.7502 5.0000
N23 16.4944 41.2361 0.0000
N22 3.7752 9.4381 0.0000
N21 1.7582 4.3956 100.0000
N20 26.5072 50.0000 0.0000
N19 20.5426 50.0000 0.0000
N18 3.3908 8.4769 25.0000
N17 13.1451 32.8628 0.0000
N16 12.1903 30.4756 0.0000
N15 12.0240 30.0600 0.0000
N14B 0.6337 1.5842 580.0000
N14A 14.6129 36.5322 0.0000
N13 45.7414 50.0000 0.0000
N12 33.6136 50.0000 0.0000
N11 38.9466 50.0000 0.0000
N10 29.2859 50.0000 0.0000
N9 8.2034 20.5086 0.0000
N8 9.3461 23.3653 0.0000
N7 1.2537 3.1342 75.0000
N6 0.7734 1.9334 15.0000
N5 19.5806 48.9515 0.0000
N4 24.8295 50.0000 0.0000
N3 41.1897 50.0000 0.0000
N2 42.0966 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 6.1667 0.0007 0.0129 Normal Soln
5047 46.7495 46.7495 50.0000 0.0000 0.0218 0.1037 Normal Soln
5114b 50.0000 50.0000 50.0000 0.0000 0.0011 0.0260 Normal Soln
4342 50.0000 50.0000 50.0000 0.0000 0.0008 0.0112 Normal Soln
3736 40.5731 40.5731 50.0000 0.0000 0.0011 0.0098 Normal Soln
3534 17.6889 17.6889 50.0000 0.0000 0.0019 0.0103 Normal Soln
3422 50.0000 50.0000 50.0000 0.0000 0.0003 0.0079 Normal Soln
3130 50.0000 50.0000 50.0000 0.0000 0.0052 0.0165 Normal Soln
3024 7.6769 7.6769 17.7032 0.0000 -0.0066 2.0670 Normal Soln
3036 17.0092 17.0092 50.0000 0.0000 -0.0108 0.0560 Normal Soln
2827 34.2359 34.2359 50.0000 0.0000 0.0017 0.0160 Normal Soln
2726 10.8404 10.8404 50.0000 0.0000 0.0093 0.0110 Normal Soln
2629 50.0000 50.0000 50.0000 0.0000 0.0010 0.0435 Normal Soln
2930 32.7512 32.7512 50.0000 0.0000 0.0023 0.0383 Normal Soln
2725 4.9938 4.9938 12.6856 0.0000 0.0034 2.3919 Normal Soln
2524 16.1513 16.1513 32.6908 0.0000 -0.0038 1.9514 Normal Soln
2422 6.9651 6.9651 16.9077 0.0000 0.0256 1.6686 Normal Soln
L575 50.0000 50.0000 50.0000 0.0000 0.0027 0.0876 Normal Soln
2117 10.8398 10.8398 26.5532 0.0000 0.0021 0.0279 Normal Soln
1714B 28.0753 28.0753 50.0000 0.0000 -0.0013 0.0222 Normal Soln
1716 5.2262 5.2262 13.8027 0.0000 0.0168 1.0577 Normal Soln
1615 4.4458 4.4458 11.3364 0.0000 0.0116 2.7413 Normal Soln
1614A 2.1695 2.1695 7.3773 3.6667 0.0092 1.9069 Normal Soln
4514B 15.1818 15.1818 25.2394 0.0000 0.0024 0.0151 Normal Soln
4515 5.6208 5.6208 12.6643 0.0000 0.0045 1.9613 Normal Soln
1502 15.9791 15.9791 35.3030 0.0000 0.0168 4.0491 Normal Soln
14A13 4.5870 4.5870 26.7576 0.0000 -0.0083 0.0913 Normal Soln
1312 7.2606 7.2606 39.8378 0.0000 0.0074 0.0915 Normal Soln
1211 21.5811 21.5811 50.0000 0.0000 0.0060 0.0638 Normal Soln
1103 16.0412 16.0412 50.0000 0.0000 0.0042 0.0439 Normal Soln
0912 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
0908 13.9691 13.9691 49.4831 0.0000 -0.0023 1.4029 Normal Soln
0811 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
0804 12.8224 12.8224 40.0924 0.0000 0.0031 1.8067 Normal Soln
0201 3.0616 3.0616 7.3296 332.1667 0.0264 0.0382 Normal Soln
5248 50.0000 50.0000 50.0000 0.0000 0.0011 0.0222 Normal Soln
4845 50.0000 50.0000 50.0000 0.0000 0.0021 0.0915 Normal Soln
4250 50.0000 50.0000 50.0000 0.0000 0.0009 0.0196 Normal Soln
5338 50.0000 50.0000 50.0000 0.0000 0.0009 0.0136 Normal Soln
3851 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
4746o 41.5739 41.5739 50.0000 0.0000 0.0002 0.0004 Normal Soln
4746u 5.4746 5.4746 17.6781 0.0000 0.0022 1.5910 Normal Soln
4645o 50.0000 50.0000 50.0000 0.0000 0.0003 0.0008 Normal Soln
4645u 7.1856 7.1856 24.6674 0.0000 0.0055 2.4862 Normal Soln
3836o 41.7708 41.7708 50.0000 0.0000 0.0004 0.0109 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 6.5107 6.5107 15.9058 0.0000 0.0144 3.0039 Normal Soln
2019o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
2019u 7.2779 7.2779 12.4381 0.0000 0.0036 0.8200 Normal Soln
1918o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
1918u 19.4830 19.4830 46.9508 0.0000 -0.0890 1.1351 Normal Soln
1817o 44.3018 44.3018 50.0000 0.0000 -0.0002 0.0005 Normal Soln
1817u 4.0137 4.0137 10.1976 0.0000 -0.0088 2.4625 Normal Soln
1009o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
1009u 13.9403 13.9403 30.9424 0.0000 -0.0030 0.9234 Normal Soln
0706o 50.0000 50.0000 50.0000 0.0000 -0.0008 0.0029 Normal Soln
0706u 6.8620 6.8620 24.5735 0.0000 0.0021 1.9296 Normal Soln
0604o 50.0000 50.0000 50.0000 0.0000 -0.0018 0.0099 Normal Soln
0604u 9.6306 9.6306 20.5151 0.0000 0.0045 2.0288 Normal Soln
0504o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
0504u 15.3556 15.3556 39.0936 0.0000 -0.0152 1.4732 Normal Soln
0403o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
0403u 4.1497 4.1497 8.6120 0.0000 0.0078 0.8933 Normal Soln
0302o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
0302u 3.4329 3.4329 17.4499 0.0000 0.0053 0.3376 Normal Soln
14a14bo 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
14a14bu 1.8771 1.8771 4.8592 18.0000 -0.0085 2.3302 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...................................1918u
*==================================================*
| Table E6. Final Model Condition |
| This table is used for steady state |
| flow comparison and is the information|
| saved to the hot-restart file. |
| Final Time = 6.001 hours |
*==================================================*
Junction / Depth / Elevation ===> "*" Junction is Surcharged.
N54/ 0.00 / 8.90/ N53/ 0.00 / 8.50/ N52/ 0.00 / 7.00/
N38/ 1.00 / 6.00/ N51/ 1.00 / 4.80/ N48/ 1.00 / 4.60/
N50/ 1.00 / 5.70/ N47/ 0.00 / 3.60/ N46/ 0.00 / 3.00/
N45/ 0.00 / 2.50/ N43/ 0.00 / 9.20/ N42/ 0.00 / 7.30/
N37/ 0.00 / 7.00/ N36/ 1.15 / 5.62/ N35/ 1.00 / 4.20/
N34/ 0.00 / 4.10/ N31/ 0.00 / 7.50/ N30/ 0.01 / 4.21/
N29/ 0.00 / 6.40/ N28/ 0.00 / 8.30/ N27/ 0.00 / 5.35/
N26/ 0.01 / 6.51/ N25/ 0.00 / 4.87/ N24/ 0.01 / 2.60/
N23/ 0.00 / 4.70/ N22/ 0.01 / 1.87/ N21/ 1.00 / 3.00/
N20/ 0.00 / 6.00/ N19/ 0.00 / 4.50/ N18/ 0.01 / 1.91/
N17/ 0.01 / 1.76/ N16/ 0.01 / 1.35/ N15/ 0.02 / 1.23/
N14B/ 0.00 / 1.80/ N14A/ 0.05 / 1.65/ N13/ 0.00 / 1.86/
N12/ 0.00 / 1.68/ N11/ 0.01 / 1.35/ N10/ 0.00 / 3.60/
N9/ 0.00 / 2.50/ N8/ 0.00 / 2.00/ N7/ 0.00 / 4.00/
N6/ 0.00 / 3.50/ N5/ 0.00 / 3.30/ N4/ 0.00 / 1.70/
N3/ 0.00 / 1.10/ N2/ 0.01 / 1.06/ N1/ 0.00 / 0.93/
Conduit/ Flow ===> "*" Conduit uses the normal flow option.
5453/ 0.00*/ 5047/ 0.00 / 5114b/ 0.00 /
4342/ 0.00*/ 3736/ 0.00 / 3534/ 0.00*/
3422/ 0.00 / 3130/ 0.00 / 3024/ 0.00 /
3036/ 0.00 / 2827/ 0.00 / 2726/ 0.00*/
2629/ 0.00 / 2930/ 0.00 / 2725/ 0.00 /
2524/ 0.00 / 2422/ 0.00*/ L575/ 0.00 /
2117/ 0.00 / 1714B/ 0.00 / 1716/ 0.00 /
1615/ 0.00*/ 1614A/ 0.00 / 4514B/ 0.00 /
4515/ 0.00*/ 1502/ 0.00 / 14A13/ 0.00*/
1312/ 0.00*/ 1211/ 0.00*/ 1103/ 0.00 /
0912/ 0.00 / 0908/ 0.00*/ 0811/ 0.00 /
0804/ 0.00*/ 0201/ 0.00 / 5248/ 0.00 /
4845/ 0.00 / 4250/ 0.00 / 5338/ 0.00*/
3851/ 0.00 / 4746o/ 0.00*/ 4746u/ 0.00 /
4645o/ 0.00*/ 4645u/ 0.00*/ 3836o/ 0.00*/
3635o/ 0.00 / 2217o/ 0.00 / 2217u/ 0.00 /
2019o/ 0.00 / 2019u/ 0.00*/ 1918o/ 0.00 /
1918u/ 0.00*/ 1817o/ 0.00 / 1817u/ 0.00*/
1009o/ 0.00 / 1009u/ 0.00*/ 0706o/ 0.00*/
0706u/ 0.00*/ 0604o/ 0.00 / 0604u/ 0.00*/
0504o/ 0.00 / 0504u/ 0.00*/ 0403o/ 0.00 /
0403u/ 0.00 / 0302o/ 0.00 / 0302u/ 0.00*/
14a14bo/ 0.00 / 14a14bu/ 0.00*/ FREE # 1/ 0.00 /
Conduit/ Velocity
5453/ 0.00 / 5047/ 0.01 / 5114b/ 0.01 /
4342/ 0.00 / 3736/ 0.02 / 3534/ 0.00 /
3422/ 0.00 / 3130/ 0.01 / 3024/ 0.39 /
3036/ 0.00 / 2827/ 0.03 / 2726/ 0.00 /
2629/ 0.03 / 2930/ 0.08 / 2725/ 0.15 /
2524/ 0.18 / 2422/ 0.24 / L575/ 0.01 /
2117/ 0.01 / 1714B/ 0.00 / 1716/ 0.32 /
1615/ 0.18 / 1614A/ 0.00 / 4514B/ 0.00 /
4515/ 0.05 / 1502/ 0.19 / 14A13/ 0.00 /
1312/ 0.00 / 1211/ 0.00 / 1103/ 0.01 /
0912/ 0.00 / 0908/ 0.07 / 0811/ 0.00 /
0804/ 0.06 / 0201/ 0.08 / 5248/ 0.01 /
4845/ 0.01 / 4250/ 0.01 / 5338/ 0.00 /
3851/ 0.00 / 4746o/ 0.00 / 4746u/ 0.16 /
4645o/ 0.00 / 4645u/ 0.10 / 3836o/ 0.00 /
3635o/ 0.00 / 2217o/ 0.00 / 2217u/ 0.18 /
2019o/ 0.00 / 2019u/ 0.29 / 1918o/ 0.00 /
1918u/ 0.19 / 1817o/ 0.00 / 1817u/ 0.14 /
1009o/ 0.00 / 1009u/ 0.10 / 0706o/ 0.00 /
0706u/ 0.06 / 0604o/ 0.00 / 0604u/ 0.22 /
0504o/ 0.00 / 0504u/ 0.05 / 0403o/ 0.00 /
0403u/ 0.27 / 0302o/ 0.00 / 0302u/ 0.01 /
14a14bo/ 0.00 / 14a14bu/ 0.00 /
Conduit/ Width
5453/ 0.32 / 5047/ 0.20 / 5114b/ 0.05 /
4342/ 0.23 / 3736/ 0.02 / 3534/ 0.01 /
3422/ 0.01 / 3130/ 0.05 / 3024/ 0.18 /
3036/ 3.15 / 2827/ 0.02 / 2726/ 8.93 /
2629/ 0.44 / 2930/ 0.19 / 2725/ 0.15 /
2524/ 0.15 / 2422/ 0.24 / L575/ 0.04 /
2117/ 0.03 / 1714B/ 1.66 / 1716/ 0.41 /
1615/ 0.29 / 1614A/ 0.33 / 4514B/ 0.08 /
4515/ 0.14 / 1502/ 0.32 / 14A13/ 0.18 /
1312/ 0.00 / 1211/ 0.03 / 1103/ 0.09 /
0912/ 0.11 / 0908/ 0.15 / 0811/ 0.00 /
0804/ 0.18 / 0201/ 0.24 / 5248/ 0.27 /
4845/ 0.19 / 4250/ 0.31 / 5338/ 1.30 /
3851/ 0.03 / 4746o/ 0.01 / 4746u/ 0.12 /
4645o/ 0.04 / 4645u/ 0.12 / 3836o/ 3.20 /
3635o/ 0.00 / 2217o/ 0.00 / 2217u/ 0.29 /
2019o/ 0.00 / 2019u/ 0.18 / 1918o/ 0.04 /
1918u/ 0.24 / 1817o/ 0.06 / 1817u/ 0.24 /
1009o/ 0.00 / 1009u/ 0.15 / 0706o/ 0.14 /
0706u/ 0.12 / 0604o/ 0.23 / 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/ 0.28 /
N23/ 0.00 / N22/ 1.54 / N21/ 1.00 /
N20/ 0.00 / N19/ 0.01 / N18/ 0.01 /
N17/ 1.20 / N16/ 0.02 / N15/ 0.03 /
N14B/ 1.20 / N14A/ 0.05 / N13/ 0.00 /
N12/ 0.00 / N11/ 0.01 / N10/ 0.00 /
N9/ 0.00 / N8/ 0.00 / N7/ 0.00 /
N6/ 0.00 / N5/ 0.00 / N4/ 0.01 /
N3/ 0.00 / N2/ 0.01 / N1/ 0.00 /
Junction/ Freeboard
N54/ 1.10 / N53/ 1.50 / N52/ 3.00 /
N38/ 4.00 / N51/ 5.20 / N48/ 5.40 /
N50/ 4.30 / N47/ 6.40 / N46/ 7.00 /
N45/ 7.50 / N43/ 0.80 / N42/ 2.70 /
N37/ 3.00 / N36/ 4.38 / N35/ 5.80 /
N34/ 5.90 / N31/ 2.50 / N30/ 5.79 /
N29/ 3.60 / N28/ 1.70 / N27/ 4.65 /
N26/ 3.49 / N25/ 5.13 / N24/ 7.40 /
N23/ 5.30 / N22/ 8.13 / N21/ 7.00 /
N20/ 4.00 / N19/ 5.50 / N18/ 8.09 /
N17/ 8.24 / N16/ 8.65 / N15/ 8.77 /
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/ 1.02 / N48/ 1.03 /
N50/ 1.04 / N47/ 1.02 / N46/ 1.02 /
N45/ 1.08 / N43/ 0.02 / N42/ 0.02 /
N37/ 0.05 / N36/ 1.24 / N35/ 1.01 /
N34/ 0.02 / N31/ 0.02 / N30/ 1.50 /
N29/ 0.09 / N28/ 0.06 / N27/ 1.36 /
N26/ 0.10 / N25/ 0.64 / N24/ 1.11 /
N23/ 0.11 / N22/ 1.17 / N21/ 1.04 /
N20/ 0.28 / N19/ 0.32 / N18/ 1.13 /
N17/ 0.86 / N16/ 1.39 / N15/ 0.97 /
N14B/ 1.15 / N14A/ 0.88 / N13/ 0.52 /
N12/ 0.53 / N11/ 0.57 / N10/ 0.19 /
N9/ 0.53 / N8/ 0.72 / N7/ 1.01 /
N6/ 1.02 / N5/ 0.25 / N4/ 0.64 /
N3/ 0.55 / N2/ 0.56 / N1/ 0.56 /
Junction/Total Fldng
N54/ 0.00 / N53/ 0.00 / N52/ 0.00 /
N38/ 0.00 / N51/ 0.00 / N48/ 0.00 /
N50/ 0.00 / N47/ 0.00 / N46/ 0.00 /
N45/ 0.00 / N43/ 0.00 / N42/ 0.00 /
N37/ 0.00 / N36/ 0.00 / N35/ 0.00 /
N34/ 0.00 / N31/ 0.00 / N30/ 0.00 /
N29/ 0.00 / N28/ 0.00 / N27/ 0.00 /
N26/ 0.00 / N25/ 0.00 / N24/ 0.00 /
N23/ 0.00 / N22/ 0.00 / N21/ 0.00 /
N20/ 0.00 / N19/ 0.00 / N18/ 0.00 /
N17/ 0.00 / N16/ 0.00 / N15/ 0.00 /
N14B/ 0.00 / N14A/ 0.00 / N13/ 0.00 /
N12/ 0.00 / N11/ 0.00 / N10/ 0.00 /
N9/ 0.00 / N8/ 0.00 / N7/ 0.00 /
N6/ 0.00 / N5/ 0.00 / N4/ 0.00 /
N3/ 0.00 / N2/ 0.00 / N1/ 0.00 /
Conduit/ Cross Sectional Area
5453/ 0.00 / 5047/ 0.00 / 5114b/ 0.00 /
4342/ 0.00 / 3736/ 0.00 / 3534/ 0.00 /
3422/ 0.00 / 3130/ 0.00 / 3024/ 0.00 /
3036/ 0.16 / 2827/ 0.00 / 2726/ 0.00 /
2629/ 0.00 / 2930/ 0.00 / 2725/ 0.00 /
2524/ 0.00 / 2422/ 0.00 / L575/ 0.00 /
2117/ 0.00 / 1714B/ 0.00 / 1716/ 0.00 /
1615/ 0.00 / 1614A/ 0.01 / 4514B/ 0.00 /
4515/ 0.00 / 1502/ 0.00 / 14A13/ 0.01 /
1312/ 0.00 / 1211/ 0.00 / 1103/ 0.00 /
0912/ 0.00 / 0908/ 0.00 / 0811/ 0.00 /
0804/ 0.00 / 0201/ 0.01 / 5248/ 0.00 /
4845/ 0.00 / 4250/ 0.00 / 5338/ 0.01 /
3851/ 0.00 / 4746o/ 0.00 / 4746u/ 0.00 /
4645o/ 0.00 / 4645u/ 0.00 / 3836o/ 0.16 /
3635o/ 0.00 / 2217o/ 0.00 / 2217u/ 0.00 /
2019o/ 0.00 / 2019u/ 0.00 / 1918o/ 0.00 /
1918u/ 0.00 / 1817o/ 0.00 / 1817u/ 0.00 /
1009o/ 0.00 / 1009u/ 0.00 / 0706o/ 0.00 /
0706u/ 0.00 / 0604o/ 0.00 / 0604u/ 0.00 /
0504o/ 0.00 / 0504u/ 0.00 / 0403o/ 0.00 /
0403u/ 0.00 / 0302o/ 0.00 / 0302u/ 0.01 /
14a14bo/ 0.00 / 14a14bu/ 0.00 /
Conduit/ Final Volume
5453/ 0.08 / 5047/ 0.08 / 5114b/ 0.02 /
4342/ 0.05 / 3736/ 0.01 / 3534/ 0.00 /
3422/ 0.00 / 3130/ 0.04 / 3024/ 0.05 /
3036/ 2.85 / 2827/ 0.01 / 2726/ 0.03 /
2629/ 0.16 / 2930/ 0.07 / 2725/ 0.00 /
2524/ 0.01 / 2422/ 0.06 / L575/ 0.01 /
2117/ 0.01 / 1714B/ 0.00 / 1716/ 0.06 /
1615/ 0.10 / 1614A/ 0.06 / 4514B/ 0.00 /
4515/ 0.04 / 1502/ 0.38 / 14A13/ 0.07 /
1312/ 0.00 / 1211/ 0.03 / 1103/ 0.16 /
0912/ 0.00 / 0908/ 0.01 / 0811/ 0.00 /
0804/ 0.01 / 0201/ 0.12 / 5248/ 0.06 /
4845/ 0.09 / 4250/ 0.07 / 5338/ 0.41 /
3851/ 0.00 / 4746o/ 0.00 / 4746u/ 0.01 /
4645o/ 0.00 / 4645u/ 0.01 / 3836o/ 6.36 /
3635o/ 0.00 / 2217o/ 0.00 / 2217u/ 0.08 /
2019o/ 0.00 / 2019u/ 0.01 / 1918o/ 0.00 /
1918u/ 0.08 / 1817o/ 0.00 / 1817u/ 0.03 /
1009o/ 0.00 / 1009u/ 0.00 / 0706o/ 0.00 /
0706u/ 0.00 / 0604o/ 0.00 / 0604u/ 0.01 /
0504o/ 0.00 / 0504u/ 0.01 / 0403o/ 0.00 /
0403u/ 0.01 / 0302o/ 0.00 / 0302u/ 0.28 /
14a14bo/ 0.00 / 14a14bu/ 0.04 /
Conduit/ Hydraulic Radius
5453/ 0.00 / 5047/ 0.00 / 5114b/ 0.00 /
4342/ 0.00 / 3736/ 0.00 / 3534/ 0.00 /
3422/ 0.00 / 3130/ 0.00 / 3024/ 0.01 /
3036/ 0.02 / 2827/ 0.00 / 2726/ 0.01 /
2629/ 0.00 / 2930/ 0.00 / 2725/ 0.00 /
2524/ 0.00 / 2422/ 0.01 / L575/ 0.00 /
2117/ 0.00 / 1714B/ 0.00 / 1716/ 0.01 /
1615/ 0.01 / 1614A/ 0.02 / 4514B/ 0.00 /
4515/ 0.01 / 1502/ 0.01 / 14A13/ 0.01 /
1312/ 0.00 / 1211/ 0.00 / 1103/ 0.00 /
0912/ 0.00 / 0908/ 0.00 / 0811/ 0.00 /
0804/ 0.00 / 0201/ 0.01 / 5248/ 0.00 /
4845/ 0.00 / 4250/ 0.00 / 5338/ 0.00 /
3851/ 0.00 / 4746o/ 0.00 / 4746u/ 0.00 /
4645o/ 0.00 / 4645u/ 0.00 / 3836o/ 0.02 /
3635o/ 0.00 / 2217o/ 0.00 / 2217u/ 0.01 /
2019o/ 0.00 / 2019u/ 0.00 / 1918o/ 0.00 /
1918u/ 0.00 / 1817o/ 0.00 / 1817u/ 0.01 /
1009o/ 0.00 / 1009u/ 0.00 / 0706o/ 0.00 /
0706u/ 0.00 / 0604o/ 0.00 / 0604u/ 0.00 /
0504o/ 0.00 / 0504u/ 0.00 / 0403o/ 0.00 /
0403u/ 0.00 / 0302o/ 0.00 / 0302u/ 0.01 /
14a14bo/ 0.00 / 14a14bu/ 0.01 /
Conduit/ Upstream/ Downstream Elevation
5453/ 8.90/ 7.00 5047/ 5.70/ 4.60 5114b/ 4.80/ 3.00/
4342/ 9.20/ 7.30 3736/ 7.00/ 5.52 3534/ 4.20/ 4.10/
3422/ 4.10/ 3.40 3130/ 7.50/ 5.70 3024/ 4.21/ 2.86/
3036/ 5.62/ 5.62 2827/ 8.30/ 6.70 2726/ 6.51/ 6.51/
2629/ 6.51/ 6.40 2930/ 6.40/ 5.62 2725/ 5.35/ 4.87/
2524/ 4.87/ 2.86 2422/ 2.60/ 1.87 L575/ 4.70/ 3.40/
2117/ 3.00/ 2.95 1714B/ 1.80/ 1.80 1716/ 1.76/ 1.35/
1615/ 1.35/ 1.23 1614A/ 1.65/ 1.65 4514B/ 1.80/ 1.80/
4515/ 2.50/ 1.23 1502/ 1.23/ 1.06 14A13/ 1.86/ 1.65/
1312/ 1.86/ 1.68 1211/ 1.68/ 1.35 1103/ 1.35/ 1.10/
0912/ 1.68/ 1.68 0908/ 2.50/ 2.00 0811/ 1.35/ 1.35/
0804/ 2.00/ 1.70 0201/ 1.06/ 0.93 5248/ 7.00/ 4.80/
4845/ 4.60/ 3.50 4250/ 7.30/ 5.70 5338/ 8.50/ 6.00/
3851/ 6.00/ 4.80 4746o/ 3.00/ 3.00 4746u/ 3.60/ 3.00/
4645o/ 2.50/ 2.50 4645u/ 3.00/ 2.50 3836o/ 6.00/ 5.62/
3635o/ 4.20/ 4.20 2217o/ 1.76/ 1.76 2217u/ 1.87/ 1.76/
2019o/ 4.50/ 4.50 2019u/ 6.00/ 4.50 1918o/ 1.91/ 1.91/
1918u/ 4.50/ 1.91 1817o/ 1.76/ 1.76 1817u/ 1.91/ 1.76/
1009o/ 2.50/ 2.50 1009u/ 3.60/ 2.50 0706o/ 3.50/ 3.50/
0706u/ 4.00/ 3.50 0604o/ 1.70/ 1.70 0604u/ 3.50/ 1.70/
0504o/ 1.70/ 1.70 0504u/ 3.30/ 1.70 0403o/ 1.10/ 1.10/
0403u/ 1.70/ 1.10 0302o/ 1.06/ 1.06 0302u/ 1.10/ 1.06/
14a14bo/ 1.65/ 1.65 14a14bu/ 1.80/ 1.65
*=========================================================*
| Table E7 - Iteration Summary |
*=========================================================*
Total number of time steps simulated............ 4320
Total number of passes in the simulation........ 6520
Total number of time steps during simulation.... 5055
Ratio of actual # of time steps / NTCYC......... 1.170
Average number of iterations per time step...... 1.290
Average time step size(seconds)................ 4.273
Smallest time step size(seconds)................ 0.500
Largest time step size(seconds)................ 5.000
Average minimum Conduit Courant time step (sec). 4.781
Average minimum implicit time step (sec)........ 1.398
Average minimum junction time step (sec)........ 1.398
Average Courant Factor Tf....................... 1.398
Number of times omega reduced................... 15
*=========================================================*
| 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 1.01 5126 0 5 0 0 0
N53 0 1.04 5236 0 3 0 0 0
N52 0 1.08 5484 0 8 0 0 0
N38 0 1.03 5222 1 13 1 0 0
N51 0 1.02 5144 1 9 0 0 0
N48 0 1.10 5573 1 23 1 0 0
N50 0 1.19 5999 0 7 0 0 0
N47 0 1.14 5739 0 23 1 0 0
N46 0 1.13 5736 0 9 0 0 0
N45 0 1.37 6921 1 14 3 0 0
N43 0 1.02 5151 0 5 0 0 0
N42 0 1.11 5601 0 7 0 0 0
N37 0 1.05 5314 0 5 0 0 0
N36 0 1.13 5714 0 6 0 0 0
N35 0 1.02 5133 1 8 0 0 0
N34 0 1.03 5201 0 17 1 0 0
N31 0 1.10 5579 0 15 1 0 0
N30 0 1.33 6714 2 14 2 0 0
N29 0 1.18 5978 0 7 0 0 0
N28 0 1.10 5561 0 6 0 0 0
N27 0 1.28 6493 1 12 1 0 0
N26 0 1.07 5401 0 4 0 0 0
N25 0 1.26 6356 0 10 1 0 0
N24 0 1.39 7037 0 12 1 0 0
N23 0 1.19 6023 0 7 0 0 0
N22 0 1.32 6687 0 9 0 0 0
N21 0 1.24 6269 1 18 1 0 0
N20 0 1.15 5814 0 6 0 0 0
N19 0 1.34 6779 0 12 1 0 0
N18 0 1.27 6409 0 7 0 0 0
N17 0 1.59 8032 0 7 0 0 0
N16 0 1.53 7752 0 12 3 0 0
N15 0 1.34 6768 0 7 0 0 0
N14B 0 1.36 6898 0 13 1 0 0
N14A 0 1.50 7590 1 14 3 0 0
N13 0 1.41 7104 1 7 0 0 0
N12 0 1.31 6601 0 7 0 0 0
N11 0 1.37 6910 0 11 1 0 0
N10 0 1.08 5475 0 5 0 0 0
N9 0 1.17 5902 0 7 0 0 0
N8 0 1.17 5903 0 5 0 0 0
N7 0 1.10 5555 0 13 1 0 0
N6 0 1.33 6741 0 16 2 0 0
N5 0 1.08 5455 0 7 0 0 0
N4 0 1.36 6873 0 7 0 0 0
N3 0 1.61 8137 0 17 1 0 0
N2 0 1.56 7890 0 8 0 0 0
N1 0 1.49 7539 4 8 0 0 0
Total number of iterations for all junctions.. 298519
Minimum number of possible iterations......... 242640
Efficiency of the simulation.................. 1.23
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 8.9178 0 16 0.0000 1.0822 1.0000 0.0000 0.0000 0.0000
N53 10.0000 8.7000 8.5181 0 16 0.0000 1.4819 1.0000 0.0000 0.0000 0.0000
N52 10.0000 7.2000 7.0221 0 19 0.0000 2.9779 1.0000 0.0000 0.0000 0.0000
N38 10.0000 6.4000 6.0559 0 25 0.0000 3.9441 1.0000 0.0000 0.0000 0.0000
N51 10.0000 5.0000 4.8151 0 15 0.0000 5.1849 1.0000 0.0000 0.0000 0.0000
N48 10.0000 5.0000 4.6307 0 16 0.0000 5.3693 1.0000 0.0000 0.0000 0.0000
N50 10.0000 5.9000 5.7364 0 20 0.0000 4.2636 1.0000 0.0000 0.0000 0.0000
N47 10.0000 5.0000 4.6167 0 15 0.0000 5.3833 1.0000 0.0000 0.0000 0.0000
N46 10.0000 4.4000 4.0231 0 17 0.0000 5.9769 1.0000 0.0000 0.0000 0.0000
N45 10.0000 3.9500 3.5803 0 17 0.0000 6.4197 1.0000 0.0000 0.0000 0.0000
N43 10.0000 9.4000 9.2172 0 15 0.0000 0.7828 1.0000 0.0000 0.0000 0.0000
N42 10.0000 7.5000 7.3209 0 17 0.0000 2.6791 1.0000 0.0000 0.0000 0.0000
N37 10.0000 7.4000 7.0533 0 15 0.0000 2.9467 1.0000 0.0000 0.0000 0.0000
N36 10.0000 6.1700 5.7082 0 17 0.0000 4.2918 1.0000 0.0000 0.0000 0.0000
N35 10.0000 5.6000 4.2148 0 15 0.0000 5.7852 1.0000 0.0000 0.0000 0.0000
N34 10.0000 4.5000 4.1190 0 15 0.0000 5.8810 1.0000 0.0000 0.0000 0.0000
N31 10.0000 7.8000 7.5175 0 15 0.0000 2.4825 1.0000 0.0000 0.0000 0.0000
N30 10.0000 6.0200 5.7020 0 17 0.0000 4.2980 1.0000 0.0000 0.0000 0.0000
N29 10.0000 6.8000 6.4904 0 15 0.0000 3.5096 1.0000 0.0000 0.0000 0.0000
N28 10.0000 8.7000 8.3646 0 15 0.0000 1.6354 1.0000 0.0000 0.0000 0.0000
N27 10.0000 7.1000 6.7131 0 15 0.0000 3.2869 1.0000 0.0000 0.0000 0.0000
N26 10.0000 6.9000 6.5967 0 16 0.0000 3.4033 1.0000 0.0000 0.0000 0.0000
N25 10.0000 5.2450 5.5077 0 15 0.2627 4.4923 1.0000 0.0000 0.0000 0.0000
N24 10.0000 3.3100 3.6954 0 15 0.3854 6.3046 1.0000 0.0000 0.0000 0.0000
N23 10.0000 5.0000 4.8055 0 15 0.0000 5.1945 1.0000 0.0000 0.0000 0.0000
N22 10.0000 3.9000 3.0303 0 15 0.0000 6.9697 1.0000 0.0000 0.0000 0.0000
N21 10.0000 3.5000 3.0363 0 15 0.0000 6.9637 1.0000 0.0000 0.0000 0.0000
N20 10.0000 7.3000 6.2755 0 15 0.0000 3.7245 1.0000 0.0000 0.0000 0.0000
N19 10.0000 6.4000 4.8243 0 15 0.0000 5.1757 1.0000 0.0000 0.0000 0.0000
N18 10.0000 3.5000 3.0278 0 15 0.0000 6.9722 1.0000 0.0000 0.0000 0.0000
N17 10.0000 3.4500 2.6127 0 15 0.0000 7.3873 1.0000 0.0000 0.0000 0.0000
N16 10.0000 2.4000 2.7301 0 15 0.3301 7.2699 1.0000 0.0000 0.0000 0.0000
N15 10.0000 2.0350 2.1801 0 15 0.1451 7.8199 1.0000 0.0000 0.0000 0.0000
N14B 10.0000 3.4900 2.9488 0 19 0.0000 7.0512 1.0000 0.0000 0.0000 0.0000
N14A 10.0000 3.3000 2.4818 0 16 0.0000 7.5182 1.0000 0.0000 0.0000 0.0000
N13 10.0000 3.5600 2.3757 0 16 0.0000 7.6243 1.0000 0.0000 0.0000 0.0000
N12 10.0000 3.3800 2.2058 0 16 0.0000 7.7942 1.0000 0.0000 0.0000 0.0000
N11 10.0000 3.3400 1.9136 0 19 0.0000 8.0864 1.0000 0.0000 0.0000 0.0000
N10 10.0000 4.9000 3.7911 0 15 0.0000 6.2089 1.0000 0.0000 0.0000 0.0000
N9 10.0000 3.9000 3.0270 0 15 0.0000 6.9730 1.0000 0.0000 0.0000 0.0000
N8 10.0000 3.4000 2.7198 0 15 0.0000 7.2802 1.0000 0.0000 0.0000 0.0000
N7 10.0000 5.3000 5.0079 0 15 0.0000 4.9921 1.0000 0.0000 0.0000 0.0000
N6 10.0000 4.8000 4.5176 0 15 0.0000 5.4824 1.0000 0.0000 0.0000 0.0000
N5 10.0000 4.6000 3.5472 0 15 0.0000 6.4528 1.0000 0.0000 0.0000 0.0000
N4 10.0000 3.2000 2.3362 0 15 0.0000 7.6638 1.0000 0.0000 0.0000 0.0000
N3 10.0000 3.1000 1.6460 0 16 0.0000 8.3540 1.0000 0.0000 0.0000 0.0000
N2 10.0000 3.0500 1.6093 0 16 0.0000 8.3907 1.0000 0.0000 0.0000 0.0000
N1 10.0000 2.9300 1.4893 0 16 0.0000 8.5107 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 0.0532 0 16 0.1439 0 15 0.0064 8.9178 7.0221 .0889 .1105
5047 2.8812 1.4600 200.0000 0.1404 0 20 0.4426 0 20 0.0487 5.7364 4.6274 .1818 .1370
5114b 3.5733 1.8108 200.0000 0.0411 0 15 0.3080 0 15 0.0115 4.8151 3.0118 .0755 .0591
4342 10.3858 1.3631 200.0000 0.0578 0 15 0.1461 0 15 0.0056 9.2172 7.3209 .0861 .1045
3736 14.9983 3.6090 400.0000 0.0732 0 15 0.7317 0 12 0.0049 7.0533 5.7020 .1333 .4550
3534 5.8173 1.4765 400.0000 0.0250 0 15 0.1574 0 12 0.0043 4.2148 4.1190 .0370 .0476
3422 6.0122 1.5213 400.0000 0.0204 0 15 0.1621 0 15 0.0034 4.1190 3.4053 .0476 .0131
3130 13.5508 2.2744 300.0000 0.1006 0 15 0.3234 0 15 0.0074 7.5175 5.7135 .0583 .0451
3024 0.4621 2.9058 450.0000 0.4411 0 19 2.8822 0 21 0.9545 5.7020 3.6953 3.337 1.856
3036 6.7857 1.4251 400.0000 -0.1118 0 19 -0.1661 0 19 -0.0165 5.7020 5.7082 .2050 .4704
2827 15.5945 3.7524 400.0000 0.1245 0 15 0.8975 0 15 0.0080 8.3646 6.7645 .1616 .1613
2726 18.5574 3.1124 300.0000 0.1014 0 15 0.1363 0 13 0.0055 6.7131 6.5967 .0436 .3224
2629 2.4524 0.5150 400.0000 0.0533 0 16 0.1781 0 16 0.0217 6.5967 6.4904 .2418 .2260
2930 11.6053 2.4373 400.0000 0.2223 0 15 0.7988 0 16 0.0192 6.4904 5.7098 .2260 .2245
2725 0.2218 2.0080 375.0000 0.2599 0 11 2.3649 0 11 1.1719 6.7131 5.5077 3.634 1.700
2524 0.2779 2.5163 375.0000 0.2545 0 12 2.4495 0 11 0.9158 5.5077 3.6953 1.700 2.227
2422 0.8401 2.9711 600.0000 0.6548 0 17 2.3066 0 17 0.7795 3.6954 3.0302 1.842 1.950
L575 4.4056 1.1111 300.0000 0.1871 0 15 0.4262 0 15 0.0425 4.8055 3.4778 .3515 .2593
2117 10.3655 2.0976 500.0000 0.1123 0 15 0.3767 0 15 0.0108 3.0363 2.9732 .0727 .0464
1714B 8.1188 0.9553 500.0000 -0.0904 0 20 -0.2167 0 20 -0.0111 2.9168 2.9488 .1337 .2976
1716 3.1532 3.6415 1050.000 1.6678 0 15 2.1740 0 13 0.5289 2.6127 2.7301 .8216 1.314
1615 0.7725 1.7486 750.0000 1.0562 0 15 2.3817 0 15 1.3673 2.7301 2.1801 1.853 1.293
1614A 0.7872 1.7819 750.0000 0.6121 0 15 1.3555 0 15 0.7775 2.7301 2.4818 1.440 1.175
4514B 28.0567 3.5017 450.0000 0.2122 0 17 0.9519 0 16 0.0076 3.5803 2.9488 .1784 .2196
4515 0.1942 2.7467 300.0000 0.1804 0 35 2.5268 0 35 0.9292 3.5803 2.1801 3.601 3.233
1502 0.6052 1.1322 825.0000 1.2237 0 16 2.5494 0 15 2.0219 2.1801 1.6093 1.175 .6780
14A13 16.6072 0.8411 1700.000 -0.7238 0 15 -0.3737 0 15 -0.0436 2.4818 2.3757 .3658 .4563
1312 15.7543 0.6101 1400.000 0.7195 0 16 0.3514 0 16 0.0457 2.3757 2.2058 .3683 .3755
1211 22.0747 0.6694 1700.000 0.7036 0 16 0.2674 0 16 0.0319 2.2058 1.9136 .3093 .3374
1103 34.9730 0.7240 2000.000 0.7647 0 19 0.3529 0 20 0.0219 1.9136 1.6460 .2868 .2730
0912 7.4604 1.8954 400.0000 0.0000 0 0 0.0000 0 0 0.0000 3.0270 2.2058 .0000 .0000
0908 0.1628 1.4741 375.0000 0.1096 0 16 1.0121 0 17 0.6731 3.0270 2.7197 1.405 1.919
0811 6.0914 1.5476 400.0000 0.0000 0 0 0.0000 0 0 0.0000 1.9136 1.9136 .0000 .0000
0804 0.2208 1.3886 450.0000 0.1990 0 15 1.2472 0 15 0.9010 2.7198 2.3362 1.599 1.413
0201 142.3584 2.9703 2000.000 2.6996 0 16 1.3660 0 17 0.0190 1.6093 1.4893 .2797 .2796
5248 8.1651 1.4277 200.0000 0.0742 0 19 0.2190 0 19 0.0091 7.0221 4.8168 .1105 .0838
4845 2.5500 1.2922 200.0000 0.1137 0 16 0.3025 0 11 0.0446 4.6307 3.5803 .1534 .4015
4250 11.5986 1.2184 200.0000 0.1139 0 17 0.1305 0 15 0.0098 7.3209 5.7364 .1045 .1818
5338 8.7547 1.3127 200.0000 0.0592 0 16 0.1414 0 0 0.0068 8.5181 6.0559 .0904 .2794
3851 5.0145 1.3130 200.0000 0.0000 0 0 0.0000 0 0 0.0000 6.0559 4.8151 .0000 .0000
4746o 17.3588 2.8540 400.0000 0.0031 0 15 0.3105 0 15 0.0002 4.6167 4.0231 .0418 .0577
4746u 0.1498 2.1194 300.0000 0.1012 0 15 1.4142 0 8 0.6753 4.6167 4.0231 3.389 3.410
4645o 15.8729 2.3953 400.0000 0.0063 0 17 0.0575 0 17 0.0004 4.0231 3.5803 .0577 .2007
4645u 0.1105 1.5637 300.0000 0.0961 0 16 1.3378 0 17 0.8692 4.0231 3.5803 3.410 3.601
3836o 9.9729 2.0945 400.0000 0.0541 0 25 0.1093 0 26 0.0054 6.0559 5.7082 .1397 .4704
3635o 35.6736 2.3986 400.0000 0.0000 0 0 0.0000 0 0 0.0000 4.2148 4.2148 .0000 .0000
2217o 14.0423 1.9555 500.0000 0.0000 0 0 0.0000 0 0 0.0000 2.6127 2.6127 .0000 .0000
2217u 0.6241 1.4127 750.0000 0.9029 0 13 2.2034 0 12 1.4467 3.0303 2.6127 1.560 1.150
2019o 11.6942 3.9374 300.0000 0.0000 0 0 0.0000 0 0 0.0000 4.8243 4.8243 .0000 .0000
2019u 0.6375 4.0085 450.0000 0.2596 0 15 2.4171 0 16 0.4071 6.2754 4.8243 .6121 .7206
1918o 18.5045 2.3357 400.0000 0.0000 0 0 0.0000 0 0 0.0000 4.8243 3.0277 .0000 .0000
1918u 0.9440 3.3387 600.0000 0.4938 0 15 2.3429 0 14 0.5231 4.8243 3.0277 .5405 1.879
1817o 9.1593 1.0777 500.0000 0.0025 0 15 0.1261 0 15 0.0003 3.0278 2.9615 .0555 .0231
1817u 0.5070 1.7932 600.0000 0.6126 0 15 2.1577 0 15 1.2083 3.0278 2.6127 1.879 1.437
1009o 8.3091 2.4754 300.0000 0.0000 0 0 0.0000 0 0 0.0000 3.0270 3.0270 .0000 .0000
1009u 0.2415 2.1864 375.0000 0.1090 0 14 1.6168 0 11 0.4515 3.7911 3.0270 .5095 1.405
0706o 7.2322 2.6220 300.0000 0.0102 0 15 0.1580 0 15 0.0014 5.0079 4.5176 .0265 .0588
0706u 0.1248 1.7661 300.0000 0.0876 0 13 1.2209 0 13 0.7016 5.0079 4.5176 3.359 3.392
0604o 9.6606 3.5615 300.0000 0.0488 0 15 0.5236 0 15 0.0050 4.5176 2.8164 .0588 .0545
0604u 0.3116 2.8210 375.0000 0.3091 0 17 2.7791 0 17 0.9920 4.5176 2.3362 2.713 1.696
0504o 8.6316 2.5756 300.0000 0.0000 0 0 0.0000 0 0 0.0000 2.3362 2.3362 .0000 .0000
0504u 0.1541 2.1802 300.0000 0.1062 0 15 1.6134 0 15 0.6889 3.5472 2.3362 .8241 2.120
0403o 9.0589 2.2976 400.0000 0.0000 0 0 0.0000 0 0 0.0000 1.6460 1.6460 .0000 .0000
0403u 1.9283 4.3647 750.0000 0.8585 0 15 2.3223 0 15 0.4452 2.3362 1.6460 .8483 .7280
0302o 2.9365 0.4429 300.0000 0.0000 0 0 0.0000 0 0 0.0000 1.6093 1.6093 .0000 .0000
0302u 3.2556 3.6173 600.0000 0.4732 0 17 0.5731 0 17 0.1453 1.6460 1.6093 .9100 .9322
14a14bo 75.9084 3.3944 500.0000 0.0000 0 0 0.0000 0 0 0.0000 2.4818 2.4818 .0000 .0000
14a14bu 0.1368 1.9347 300.0000 0.1471 0 27 2.0579 0 28 1.0758 2.9488 2.4818 3.829 2.939
FREE # 1 Undefnd Undefnd Undefn 2.6996 0 16
*==================================================*
| 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 0.0109 0.3785 0.0028
5047 3.8333 0.0000 0.0000 356.1667 0.0321 0.3172 0.0141
5114b 4.9167 0.0000 0.0000 355.0833 0.0136 0.1335 0.0041
4342 0.1667 359.8333 0.0000 0.0000 0.0100 0.3993 0.0027
3736 0.1667 10.0278 0.0000 349.8056 0.0551 0.5068 0.0370
3534 4.4167 355.5833 0.0000 0.0000 0.0165 0.1628 0.0026
3422 4.4167 0.0000 0.0000 355.5833 0.0128 0.1258 0.0020
3130 0.1667 0.0000 0.0000 359.8333 0.0157 0.3111 0.0050
3024 0.1667 9.1405 0.0000 350.6929 0.1297 0.1638 2.8836
3036 9.0833 3.4167 347.5000 0.0000 0.0720 0.7208 0.0213
2827 0.1667 0.0000 0.0000 359.8333 0.0318 0.1388 0.0579
2726 354.4861 5.5139 0.0000 0.0000 0.0482 0.9634 0.0055
2629 0.2500 359.7500 0.0000 0.0000 0.0461 0.2998 0.0166
2930 0.2500 0.0000 0.0000 359.7500 0.0444 0.2785 0.0719
2725 0.1667 359.8333 0.0000 0.0000 0.1045 0.1139 2.0834
2524 0.1667 11.4028 0.0000 348.4306 0.1119 0.1149 1.5398
2422 0.1667 359.8333 0.0000 0.0000 0.1679 0.2905 2.5170
L575 0.1667 0.0000 0.0000 359.8333 0.0465 0.4391 0.0390
2117 2.8056 0.0000 0.0000 357.1944 0.0302 0.2984 0.0112
1714B 346.1944 0.0000 13.8056 0.0000 0.0531 0.4174 0.0234
1716 0.1667 356.5417 0.0000 3.2917 0.2938 0.8089 2.3118
1615 0.1667 359.8333 0.0000 0.0000 0.2278 0.4521 2.8097
1614A 4.7500 35.4167 319.8333 0.0000 0.2281 0.4610 1.3285
4514B 334.8750 9.0000 0.0000 16.1250 0.0429 0.2649 0.0764
4515 0.1667 359.8333 0.0000 0.0000 0.0839 0.0728 2.3155
1502 0.1667 359.8333 0.0000 0.0000 0.2357 0.4818 1.9422
14A13 126.8750 233.1250 0.0000 0.0000 0.3030 1.9406 0.2606
1312 127.0000 233.0000 0.0000 0.0000 0.2499 2.0495 0.1827
1211 6.7500 353.2500 0.0000 0.0000 0.2169 2.8431 0.1401
1103 0.1667 359.8333 0.0000 0.0000 0.3388 2.2108 0.1913
0912 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
0908 0.1667 359.8333 0.0000 0.0000 0.1049 0.1136 0.5866
0811 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
0804 0.1667 359.8333 0.0000 0.0000 0.1329 0.1663 0.8425
0201 0.1667 359.8333 0.0000 0.0000 0.3516 1.9788 0.7630
5248 0.1667 0.0000 0.0000 359.8333 0.0114 0.3389 0.0043
4845 4.5000 24.9583 0.0000 330.5417 0.0524 0.5202 0.0121
4250 0.2500 356.1111 0.0000 3.6389 0.0185 0.9218 0.0035
5338 0.1667 356.0278 0.0000 3.8056 0.0250 0.8659 0.0025
3851 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
4746o 357.5833 2.2222 0.0000 0.1944 0.0086 0.0116 0.0052
4746u 0.1667 359.8333 0.0000 0.0000 0.0839 0.0729 1.4319
4645o 352.2222 7.7778 0.0000 0.0000 0.0240 0.1100 0.0030
4645u 0.1667 359.8333 0.0000 0.0000 0.0839 0.0729 1.4069
3836o 3.9444 356.0556 0.0000 0.0000 0.0577 0.5529 0.0125
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 0.2147 0.4523 2.0201
2019o 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
2019u 0.1667 359.8333 0.0000 0.0000 0.1296 0.1109 0.6996
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 0.2137 1.6771
1817o 358.7778 0.0000 0.0000 1.2222 0.0101 0.0197 0.0024
1817u 0.1667 359.8333 0.0000 0.0000 0.1824 0.2928 2.1444
1009o 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
1009u 0.1667 359.8333 0.0000 0.0000 0.1018 0.0817 0.4702
0706o 356.7222 3.2778 0.0000 0.0000 0.0113 0.0654 0.0020
0706u 0.1667 359.8333 0.0000 0.0000 0.0886 0.0727 1.2291
0604o 355.3785 0.0000 0.0000 4.6215 0.0158 0.0931 0.0089
0604u 0.1667 359.8333 0.0000 0.0000 0.1049 0.1135 2.2515
0504o 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
0504u 0.1667 359.8333 0.0000 0.0000 0.0839 0.0663 0.7072
0403o 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
0403u 0.1667 359.8333 0.0000 0.0000 0.2264 0.3701 1.3537
0302o 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
0302u 0.1667 359.8333 0.0000 0.0000 0.3109 0.8280 0.3158
14a14bo 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
14a14bu 4.9167 355.0833 0.0000 0.0000 0.0839 0.0727 1.7698
*===========================================*
| 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 0.0027 59.2190 0.0002 0.9988 0.1498 0.0027 0.0682 2.9813
5047 0.0110 237.1531 0.0006 0.9810 1.1076 0.0067 0.0663 0.0350
5114b 0.0018 38.5135 0.0001 0.9757 1.0580 0.0019 0.0189 0.0350
4342 0.0027 57.9867 0.0002 0.9988 0.1794 0.0022 0.0605 2.9813
3736 0.0027 59.3644 0.0002 0.9988 1.1284 0.0060 0.0300 1.3250
3534 0.0008 18.3532 0.0001 0.9780 0.1617 0.0021 0.0202 0.0350
3422 0.0009 18.4672 0.0001 0.9778 0.4783 0.0017 0.0167 0.0450
3130 0.0042 90.6686 0.0003 0.9988 1.0407 0.0022 0.0430 2.3188
3024 0.0302 652.9936 0.0016 0.9988 1.5850 0.0401 0.0285 0.8613
3036 -0.0100 -215.4088 0.0007 0.9587 0.0000 0.0354 0.2622 0.0201
2827 0.0048 102.8827 0.0004 0.9988 1.3264 0.0054 0.0154 1.3250
2726 0.0009 18.7103 0.0003 0.0408 0.0120 0.0239 0.0338 0.0200
2629 0.0021 46.2155 0.0002 0.9988 0.1524 0.0118 0.0385 2.3188
2930 0.0102 219.7493 0.0008 0.9988 0.7885 0.0101 0.0365 1.3250
2725 0.0123 266.2766 0.0009 0.9988 1.2618 0.0246 0.0163 0.8613
2524 0.0122 263.3634 0.0009 0.9970 1.8519 0.0229 0.0141 0.0141
2422 0.0426 920.1413 0.0023 0.9988 0.9232 0.0529 0.0525 0.8613
L575 0.0075 162.8457 0.0005 0.9988 0.6140 0.0084 0.0507 2.9813
2117 0.0041 88.1264 0.0005 0.9875 0.9627 0.0036 0.0355 0.0200
1714B -0.0020 -43.9975 0.0002 0.1025 0.0000 0.0046 0.0301 0.0205
1716 0.0913 1972.1059 0.0052 0.9988 1.1008 0.0722 0.1188 See the original
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