Original source · versioned page text
e5y1p5.out
From the archive XPXtrm.zip, inside Further information re: stormwater modelling - REC17/0011. File date in the archive: 2017-10-09 17:55.
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 140.0000
N53 50.0000 50.0000 0.0000
N52 50.0000 50.0000 0.0000
N38 2.9952 7.4879 0.0000
N51 3.2619 8.1548 30.0000
N48 2.9246 7.3115 40.0000
N50 2.8384 7.0960 65.0000
N47 1.4674 3.6685 565.0000
N46 2.2443 5.6107 17190.0000
N45 1.8691 4.6727 20.0000
N43 50.0000 50.0000 0.0000
N42 50.0000 50.0000 0.0000
N37 50.0000 50.0000 0.0000
N36 2.6951 6.7378 25.0000
N35 3.6686 9.1714 5.0000
N34 50.0000 50.0000 0.0000
N31 50.0000 50.0000 0.0000
N30 0.2043 0.5106 765.0000
N29 50.0000 50.0000 0.0000
N28 50.0000 50.0000 0.0000
N27 2.9032 7.2580 470.0000
N26 50.0000 50.0000 0.0000
N25 2.9562 7.3905 5.0000
N24 1.1982 2.9954 25.0000
N23 36.6280 50.0000 0.0000
N22 2.7745 6.9363 15.0000
N21 2.3796 5.9491 100.0000
N20 32.5989 50.0000 0.0000
N19 24.2605 50.0000 0.0000
N18 1.5169 3.7921 495.0000
N17 6.4371 16.0929 0.0000
N16 4.9122 12.2804 0.0000
N15 12.0784 30.1961 0.0000
N14B 0.5787 1.4466 800.0000
N14A 13.2997 33.2492 0.0000
N13 34.2030 50.0000 0.0000
N12 48.8771 50.0000 0.0000
N11 50.0000 50.0000 0.0000
N10 17.0721 42.6802 0.0000
N9 4.0902 10.2255 50.0000
N8 4.3023 10.7558 80.0000
N7 1.0538 2.6346 330.0000
N6 0.8780 2.1950 40.0000
N5 3.7554 9.3884 345.0000
N4 13.9046 34.7614 0.0000
N3 43.8550 50.0000 0.0000
N2 50.0000 50.0000 0.0000
N1 50.0000 50.0000 0.0000
The junction requiring the smallest time step was...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 6.9167 0.0003 0.0180 Normal Soln
5047 40.8739 40.8739 50.0000 0.0000 0.0051 0.1629 Normal Soln
5114b 50.0000 50.0000 50.0000 0.0000 0.0397 0.0551 Normal Soln
4342 50.0000 50.0000 50.0000 0.0000 0.0004 0.0144 Normal Soln
3736 40.8224 40.8224 50.0000 0.0000 0.0009 0.0160 Normal Soln
3534 12.8420 12.8420 39.6307 0.0000 0.0008 0.0357 Normal Soln
3422 50.0000 50.0000 50.0000 0.0000 0.0004 0.0234 Normal Soln
3130 50.0000 50.0000 50.0000 0.0000 0.0025 0.0264 Normal Soln
3024 7.3919 7.3919 17.2981 0.0000 -0.0136 2.4839 Normal Soln
3036 14.9986 14.9986 50.0000 0.0000 0.0157 0.1054 Normal Soln
2827 33.3529 33.3529 50.0000 0.0000 0.0009 0.0264 Normal Soln
2726 9.9005 9.9005 50.0000 0.0000 0.0424 0.0247 Normal Soln
2629 42.8872 42.8872 50.0000 0.0000 0.0012 0.1031 Normal Soln
2930 31.7910 31.7910 50.0000 0.0000 0.0026 0.0669 Normal Soln
2725 5.0093 5.0093 12.8050 0.0000 0.0034 3.6778 Normal Soln
2524 15.0378 15.0378 32.6612 0.0000 -0.0026 2.7874 Normal Soln
2422 6.5221 6.5221 16.9939 0.0000 -0.0137 2.0418 Normal Soln
L575 50.0000 50.0000 50.0000 0.0000 0.0012 0.1305 Normal Soln
2117 10.3809 10.3809 25.1890 0.0000 -0.0032 0.0655 Normal Soln
1714B 23.0679 23.0679 50.0000 0.0000 -0.0016 0.0858 Normal Soln
1716 4.8262 4.8262 13.4500 0.0000 -0.0140 1.5092 Normal Soln
1615 4.0548 4.0548 10.1479 0.0000 -0.0070 3.4291 Normal Soln
1614A 1.8512 1.8512 5.5428 10.4167 -0.0120 3.1385 Normal Soln
4514B 15.2043 15.2043 25.2987 0.0000 0.0026 0.0307 Normal Soln
4515 5.6858 5.6858 13.0268 0.0000 0.0042 2.0870 Normal Soln
1502 15.1992 15.1992 33.2520 0.0000 0.0120 4.7707 Normal Soln
14A13 4.4370 4.4370 24.5043 0.0000 0.0062 0.1431 Normal Soln
1312 6.8085 6.8085 36.1769 0.0000 0.0056 0.1449 Normal Soln
1211 19.5328 19.5328 50.0000 0.0000 0.0042 0.0905 Normal Soln
1103 15.6543 15.6543 50.0000 0.0000 0.0030 0.0638 Normal Soln
0912 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
0908 11.9030 11.9030 45.7274 0.0000 -0.0016 2.3035 Normal Soln
0811 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
0804 10.9097 10.9097 34.2402 0.0000 0.0026 2.9180 Normal Soln
0201 3.0585 3.0585 7.3206 294.8333 0.0137 0.0482 Normal Soln
5248 50.0000 50.0000 50.0000 0.0000 0.0008 0.0353 Normal Soln
4845 50.0000 50.0000 50.0000 0.0000 0.0013 0.1432 Normal Soln
4250 50.0000 50.0000 50.0000 0.0000 0.0006 0.0258 Normal Soln
5338 50.0000 50.0000 50.0000 0.0000 0.0007 0.0178 Normal Soln
3851 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
4746o 19.0893 19.0893 34.4261 0.0000 -0.0015 0.0141 Normal Soln
4746u 5.3773 5.3773 17.7066 0.0000 -0.0026 1.6556 Normal Soln
4645o 29.3422 29.3422 50.0000 0.0000 -0.0014 0.0156 Normal Soln
4645u 7.0730 7.0730 23.9978 0.0000 0.0031 2.2984 Normal Soln
3836o 34.0609 34.0609 50.0000 0.0000 0.0006 0.0245 Normal Soln
3635o 25.2174 25.2174 50.0000 0.0000 0.0010 0.0034 Normal Soln
2217o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
2217u 5.9290 5.9290 16.5993 0.0000 -0.0119 3.8307 Normal Soln
2019o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
2019u 6.8708 6.8708 12.1535 0.0000 0.0022 1.2370 Normal Soln
1918o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
1918u 18.5037 18.5037 45.0636 0.0000 -0.1177 1.8275 Normal Soln
1817o 16.4662 16.4662 43.4120 0.0000 0.0064 0.0714 Normal Soln
1817u 4.0522 4.0522 10.3919 0.0000 -0.0090 3.7819 Normal Soln
1009o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
1009u 12.0856 12.0856 30.4178 0.0000 -0.0054 1.5974 Normal Soln
0706o 46.9913 46.9913 50.0000 0.0000 0.0023 0.0066 Normal Soln
0706u 6.8453 6.8453 24.7904 0.0000 0.0022 3.1501 Normal Soln
0604o 46.3585 46.3585 50.0000 0.0000 0.0121 0.0280 Normal Soln
0604u 9.6267 9.6267 20.4894 0.0000 0.0023 2.9676 Normal Soln
0504o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
0504u 14.2903 14.2903 38.0688 0.0000 0.0024 2.5363 Normal Soln
0403o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
0403u 3.9210 3.9210 8.5142 0.0000 0.0085 1.3952 Normal Soln
0302o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
0302u 3.1548 3.1548 15.0529 0.0000 0.0031 0.4527 Normal Soln
14a14bo 16.1018 16.1018 35.6750 0.0000 -0.0019 0.0022 Normal Soln
14a14bu 1.9107 1.9107 5.2565 47.8333 0.0087 2.7326 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/ 1.01 / 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/ 0.01 / 4.21/
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/ 0.02 / 1.88/ N21/ 1.00 / 3.00/
N20/ 0.00 / 6.00/ N19/ 0.00 / 4.50/ N18/ 0.01 / 1.91/
N17/ 0.01 / 1.76/ N16/ 0.02 / 1.36/ N15/ 0.03 / 1.24/
N14B/ 0.00 / 1.80/ N14A/ 0.05 / 1.65/ N13/ 0.00 / 1.86/
N12/ 0.00 / 1.68/ N11/ 0.01 / 1.35/ N10/ 0.00 / 3.60/
N9/ 0.00 / 2.50/ N8/ 0.00 / 2.00/ N7/ 0.00 / 4.00/
N6/ 0.00 / 3.50/ N5/ 0.00 / 3.30/ N4/ 0.00 / 1.70/
N3/ 0.00 / 1.10/ N2/ 0.02 / 1.07/ N1/ 0.00 / 0.93/
Conduit/ Flow ===> "*" Conduit uses the normal flow option.
5453/ 0.00*/ 5047/ 0.00 / 5114b/ 0.00 /
4342/ 0.00*/ 3736/ 0.00 / 3534/ 0.00*/
3422/ 0.00 / 3130/ 0.00 / 3024/ 0.00 /
3036/ 0.00 / 2827/ 0.00 / 2726/ 0.00*/
2629/ 0.00 / 2930/ 0.00 / 2725/ 0.00 /
2524/ 0.00 / 2422/ 0.00*/ L575/ 0.00 /
2117/ 0.00 / 1714B/ 0.00 / 1716/ 0.00 /
1615/ 0.00*/ 1614A/ 0.00 / 4514B/ 0.00 /
4515/ 0.00*/ 1502/ 0.00 / 14A13/ 0.00*/
1312/ 0.00*/ 1211/ 0.00*/ 1103/ 0.00 /
0912/ 0.00 / 0908/ 0.00*/ 0811/ 0.00 /
0804/ 0.00*/ 0201/ 0.00 / 5248/ 0.00 /
4845/ 0.00 / 4250/ 0.00 / 5338/ 0.00*/
3851/ 0.00 / 4746o/ 0.00*/ 4746u/ 0.00 /
4645o/ 0.00*/ 4645u/ 0.00*/ 3836o/ 0.00*/
3635o/ 0.00 / 2217o/ 0.00*/ 2217u/ 0.00 /
2019o/ 0.00 / 2019u/ 0.00*/ 1918o/ 0.00 /
1918u/ 0.00*/ 1817o/ 0.00 / 1817u/ 0.00*/
1009o/ 0.00 / 1009u/ 0.00*/ 0706o/ 0.00*/
0706u/ 0.00*/ 0604o/ 0.00 / 0604u/ 0.00*/
0504o/ 0.00 / 0504u/ 0.00*/ 0403o/ 0.00 /
0403u/ 0.00 / 0302o/ 0.00 / 0302u/ 0.00*/
14a14bo/ 0.00 / 14a14bu/ 0.00*/ FREE # 1/ 0.00 /
Conduit/ Velocity
5453/ 0.01 / 5047/ 0.02 / 5114b/ 0.01 /
4342/ 0.01 / 3736/ 0.02 / 3534/ 0.00 /
3422/ 0.00 / 3130/ 0.01 / 3024/ 0.52 /
3036/ 0.00 / 2827/ 0.03 / 2726/ 0.00 /
2629/ 0.03 / 2930/ 0.09 / 2725/ 0.16 /
2524/ 0.20 / 2422/ 0.30 / L575/ 0.01 /
2117/ 0.01 / 1714B/ 0.00 / 1716/ 0.39 /
1615/ 0.22 / 1614A/ 0.00 / 4514B/ 0.00 /
4515/ 0.05 / 1502/ 0.23 / 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/ 0.18 /
4645o/ 0.00 / 4645u/ 0.12 / 3836o/ 0.00 /
3635o/ 0.00 / 2217o/ 0.00 / 2217u/ 0.24 /
2019o/ 0.00 / 2019u/ 0.33 / 1918o/ 0.00 /
1918u/ 0.22 / 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/ 0.44 / 5047/ 0.27 / 5114b/ 0.06 /
4342/ 0.30 / 3736/ 0.02 / 3534/ 0.01 /
3422/ 0.01 / 3130/ 0.07 / 3024/ 0.18 /
3036/ 3.32 / 2827/ 0.03 / 2726/ 8.93 /
2629/ 0.50 / 2930/ 0.22 / 2725/ 0.15 /
2524/ 0.15 / 2422/ 0.24 / L575/ 0.05 /
2117/ 0.04 / 1714B/ 1.67 / 1716/ 0.41 /
1615/ 0.30 / 1614A/ 0.33 / 4514B/ 0.06 /
4515/ 0.15 / 1502/ 0.33 / 14A13/ 0.18 /
1312/ 0.00 / 1211/ 0.04 / 1103/ 0.12 /
0912/ 0.13 / 0908/ 0.15 / 0811/ 0.01 /
0804/ 0.18 / 0201/ 0.32 / 5248/ 0.38 /
4845/ 0.27 / 4250/ 0.42 / 5338/ 2.48 /
3851/ 0.04 / 4746o/ 0.01 / 4746u/ 0.12 /
4645o/ 0.02 / 4645u/ 0.12 / 3836o/ 3.37 /
3635o/ 0.00 / 2217o/ 0.14 / 2217u/ 0.29 /
2019o/ 0.00 / 2019u/ 0.18 / 1918o/ 0.13 /
1918u/ 0.24 / 1817o/ 0.20 / 1817u/ 0.24 /
1009o/ 0.00 / 1009u/ 0.15 / 0706o/ 0.09 /
0706u/ 0.12 / 0604o/ 0.15 / 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/ 1.01 / 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/ 0.29 /
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/ 5.79 /
N29/ 3.59 / N28/ 1.70 / N27/ 4.65 /
N26/ 3.49 / N25/ 5.13 / N24/ 7.40 /
N23/ 5.30 / N22/ 8.12 / N21/ 7.00 /
N20/ 4.00 / N19/ 5.50 / N18/ 8.09 /
N17/ 8.24 / N16/ 8.64 / N15/ 8.76 /
N14B/ 8.20 / N14A/ 8.35 / N13/ 8.14 /
N12/ 8.32 / N11/ 8.65 / N10/ 6.40 /
N9/ 7.50 / N8/ 8.00 / N7/ 6.00 /
N6/ 6.50 / N5/ 6.70 / N4/ 8.30 /
N3/ 8.90 / N2/ 8.93 / N1/ 9.07 /
Junction/ Max Volume
N54/ 0.02 / N53/ 0.02 / N52/ 0.03 /
N38/ 1.08 / N51/ 1.02 / N48/ 1.04 /
N50/ 1.04 / N47/ 1.07 / N46/ 1.07 /
N45/ 1.11 / N43/ 0.02 / N42/ 0.02 /
N37/ 0.06 / N36/ 1.34 / N35/ 1.03 /
N34/ 0.03 / N31/ 0.02 / N30/ 1.61 /
N29/ 0.10 / N28/ 0.07 / N27/ 1.37 /
N26/ 0.14 / N25/ 0.75 / N24/ 1.40 /
N23/ 0.11 / N22/ 1.54 / N21/ 1.04 /
N20/ 0.34 / N19/ 0.44 / N18/ 1.26 /
N17/ 1.24 / N16/ 1.63 / N15/ 1.05 /
N14B/ 1.22 / N14A/ 0.95 / N13/ 0.57 /
N12/ 0.57 / N11/ 0.70 / N10/ 0.30 /
N9/ 0.90 / N8/ 0.99 / N7/ 1.01 /
N6/ 1.03 / N5/ 0.55 / N4/ 0.77 /
N3/ 0.64 / N2/ 0.64 / N1/ 0.64 /
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/ 3.00 / 2827/ 0.01 / 2726/ 0.03 /
2629/ 0.18 / 2930/ 0.09 / 2725/ 0.01 /
2524/ 0.02 / 2422/ 0.11 / L575/ 0.02 /
2117/ 0.01 / 1714B/ 0.00 / 1716/ 0.09 /
1615/ 0.15 / 1614A/ 0.06 / 4514B/ 0.00 /
4515/ 0.07 / 1502/ 0.54 / 14A13/ 0.07 /
1312/ 0.00 / 1211/ 0.05 / 1103/ 0.21 /
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/ 0.77 /
3851/ 0.01 / 4746o/ 0.00 / 4746u/ 0.01 /
4645o/ 0.00 / 4645u/ 0.02 / 3836o/ 6.69 /
3635o/ 0.00 / 2217o/ 0.00 / 2217u/ 0.13 /
2019o/ 0.00 / 2019u/ 0.01 / 1918o/ 0.00 /
1918u/ 0.10 / 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/ 0.37 /
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/ 4.21/ 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/ 1.88 L575/ 4.70/ 3.40/
2117/ 3.00/ 2.95 1714B/ 1.80/ 1.80 1716/ 1.76/ 1.36/
1615/ 1.36/ 1.24 1614A/ 1.65/ 1.65 4514B/ 1.80/ 1.80/
4515/ 2.50/ 1.24 1502/ 1.24/ 1.07 14A13/ 1.86/ 1.65/
1312/ 1.86/ 1.68 1211/ 1.68/ 1.35 1103/ 1.35/ 1.10/
0912/ 1.68/ 1.68 0908/ 2.50/ 2.00 0811/ 1.35/ 1.35/
0804/ 2.00/ 1.70 0201/ 1.07/ 0.93 5248/ 7.00/ 4.80/
4845/ 4.60/ 3.50 4250/ 7.30/ 5.70 5338/ 8.50/ 6.01/
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/ 1.88/ 1.76/
2019o/ 4.50/ 4.50 2019u/ 6.00/ 4.50 1918o/ 1.91/ 1.91/
1918u/ 4.50/ 1.91 1817o/ 1.76/ 1.76 1817u/ 1.91/ 1.76/
1009o/ 2.50/ 2.50 1009u/ 3.60/ 2.50 0706o/ 3.50/ 3.50/
0706u/ 4.00/ 3.50 0604o/ 1.70/ 1.70 0604u/ 3.50/ 1.70/
0504o/ 1.70/ 1.70 0504u/ 3.30/ 1.70 0403o/ 1.10/ 1.10/
0403u/ 1.70/ 1.10 0302o/ 1.07/ 1.07 0302u/ 1.10/ 1.07/
14a14bo/ 1.65/ 1.65 14a14bu/ 1.80/ 1.65
*=========================================================*
| Table E7 - Iteration Summary |
*=========================================================*
Total number of time steps simulated............ 4320
Total number of passes in the simulation........ 7901
Total number of time steps during simulation.... 5997
Ratio of actual # of time steps / NTCYC......... 1.388
Average number of iterations per time step...... 1.317
Average time step size(seconds)................ 3.602
Smallest time step size(seconds)................ 0.500
Largest time step size(seconds)................ 5.000
Average minimum Conduit Courant time step (sec). 4.466
Average minimum implicit time step (sec)........ 1.822
Average minimum junction time step (sec)........ 1.822
Average Courant Factor Tf....................... 1.822
Number of times omega reduced................... 29
*=========================================================*
| Table E8 - Junction Time Step Limitation Summary |
*=========================================================*
| Not Convr = Number of times this junction did not |
| converge during the simulation. |
| Avg Convr = Average junction iterations. |
| Conv err = Mean convergence error. |
| Omega Cng = Change of omega during iterations |
| Max Itern = Maximum number of iterations |
*=========================================================*
Junction Not Convr Avg Convr Total Itt Omega Cng Max Itern Ittrn >10 Ittrn >25 Ittrn >40
-------------- --------- --------- --------- -------- --------- --------- --------- ---------
N54 0 1.00 6006 0 3 0 0 0
N53 0 1.00 6009 0 4 0 0 0
N52 0 1.06 6328 0 7 0 0 0
N38 0 1.05 6308 0 11 1 0 0
N51 0 1.03 6161 1 27 1 1 0
N48 0 1.11 6644 1 16 1 0 0
N50 0 1.14 6828 1 25 1 1 0
N47 0 1.22 7318 0 7 0 0 0
N46 0 1.24 7427 0 8 0 0 0
N45 0 1.38 8276 0 14 1 0 0
N43 0 1.01 6056 0 5 0 0 0
N42 0 1.08 6474 0 6 0 0 0
N37 0 1.04 6263 0 6 0 0 0
N36 0 1.30 7806 0 7 0 0 0
N35 0 1.07 6419 1 16 1 0 0
N34 0 1.08 6479 0 11 1 0 0
N31 0 1.10 6602 0 13 1 0 0
N30 0 1.42 8518 0 17 2 0 0
N29 0 1.24 7410 0 5 0 0 0
N28 0 1.12 6688 0 7 0 0 0
N27 0 1.41 8427 0 27 1 1 0
N26 0 1.15 6881 0 22 1 0 0
N25 0 1.26 7531 0 11 1 0 0
N24 0 1.37 8238 0 6 0 0 0
N23 0 1.26 7530 0 7 0 0 0
N22 0 1.30 7823 0 7 0 0 0
N21 0 1.42 8497 1 16 1 0 0
N20 0 1.14 6813 0 13 1 0 0
N19 0 1.29 7743 1 6 0 0 0
N18 0 1.41 8470 0 7 0 0 0
N17 0 1.66 9974 0 10 1 0 0
N16 0 1.64 9865 3 15 9 0 0
N15 0 1.28 7693 0 7 0 0 0
N14B 0 1.50 9014 1 17 2 0 0
N14A 0 1.67 10017 4 17 5 0 0
N13 0 1.47 8833 0 8 0 0 0
N12 0 1.34 8025 0 7 0 0 0
N11 0 1.39 8342 0 11 1 0 0
N10 0 1.11 6686 0 5 0 0 0
N9 0 1.21 7253 0 5 0 0 0
N8 0 1.22 7312 0 5 0 0 0
N7 0 1.14 6845 0 5 0 0 0
N6 0 1.36 8168 0 8 0 0 0
N5 0 1.11 6675 0 5 0 0 0
N4 0 1.44 8661 7 25 9 1 0
N3 0 1.61 9667 6 13 5 0 0
N2 0 1.50 8979 0 8 0 0 0
N1 0 1.48 8892 2 8 0 0 0
Total number of iterations for all junctions.. 364874
Minimum number of possible iterations......... 287856
Efficiency of the simulation.................. 1.27
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 8.9190 0 37 0.0000 1.0810 1.0000 0.0000 0.0000 0.0000
N53 10.0000 8.7000 8.5193 0 36 0.0000 1.4807 1.0000 0.0000 0.0000 0.0000
N52 10.0000 7.2000 7.0264 0 40 0.0000 2.9736 1.0000 0.0000 0.0000 0.0000
N38 10.0000 6.4000 6.0769 0 42 0.0000 3.9231 1.0000 0.0000 0.0000 0.0000
N51 10.0000 5.0000 4.8161 0 36 0.0000 5.1839 1.0000 0.0000 0.0000 0.0000
N48 10.0000 5.0000 4.6393 0 39 0.0000 5.3607 1.0000 0.0000 0.0000 0.0000
N50 10.0000 5.9000 5.7428 0 40 0.0000 4.2572 1.0000 0.0000 0.0000 0.0000
N47 10.0000 5.0000 4.6665 0 40 0.0000 5.3335 1.0000 0.0000 0.0000 0.0000
N46 10.0000 4.4000 4.0732 0 40 0.0000 5.9268 1.0000 0.0000 0.0000 0.0000
N45 10.0000 3.9500 3.6051 0 40 0.0000 6.3949 1.0000 0.0000 0.0000 0.0000
N43 10.0000 9.4000 9.2180 0 36 0.0000 0.7820 1.0000 0.0000 0.0000 0.0000
N42 10.0000 7.5000 7.3229 0 38 0.0000 2.6771 1.0000 0.0000 0.0000 0.0000
N37 10.0000 7.4000 7.0556 0 35 0.0000 2.9444 1.0000 0.0000 0.0000 0.0000
N36 10.0000 6.1700 5.8144 0 44 0.0000 4.1856 1.0000 0.0000 0.0000 0.0000
N35 10.0000 5.6000 4.2275 0 44 0.0000 5.7725 1.0000 0.0000 0.0000 0.0000
N34 10.0000 4.5000 4.1320 0 46 0.0000 5.8680 1.0000 0.0000 0.0000 0.0000
N31 10.0000 7.8000 7.5179 0 35 0.0000 2.4821 1.0000 0.0000 0.0000 0.0000
N30 10.0000 6.0200 5.8135 0 43 0.0000 4.1865 1.0000 0.0000 0.0000 0.0000
N29 10.0000 6.8000 6.5033 0 36 0.0000 3.4967 1.0000 0.0000 0.0000 0.0000
N28 10.0000 8.7000 8.3675 0 35 0.0000 1.6325 1.0000 0.0000 0.0000 0.0000
N27 10.0000 7.1000 6.7171 0 35 0.0000 3.2829 1.0000 0.0000 0.0000 0.0000
N26 10.0000 6.9000 6.6370 0 37 0.0000 3.3630 1.0000 0.0000 0.0000 0.0000
N25 10.0000 5.2450 5.6250 0 36 0.3800 4.3750 1.0000 0.0000 0.0000 0.0000
N24 10.0000 3.3100 3.9945 0 37 0.6845 6.0055 1.0000 0.0000 0.0000 0.0000
N23 10.0000 5.0000 4.8095 0 35 0.0000 5.1905 1.0000 0.0000 0.0000 0.0000
N22 10.0000 3.9000 3.4009 0 36 0.0000 6.5991 1.0000 0.0000 0.0000 0.0000
N21 10.0000 3.5000 3.0390 0 35 0.0000 6.9610 1.0000 0.0000 0.0000 0.0000
N20 10.0000 7.3000 6.3388 0 35 0.0000 3.6612 1.0000 0.0000 0.0000 0.0000
N19 10.0000 6.4000 4.9389 0 35 0.0000 5.0611 1.0000 0.0000 0.0000 0.0000
N18 10.0000 3.5000 3.1572 0 36 0.0000 6.8428 1.0000 0.0000 0.0000 0.0000
N17 10.0000 3.4500 2.9905 0 38 0.0000 7.0095 1.0000 0.0000 0.0000 0.0000
N16 10.0000 2.4000 2.9703 0 38 0.5703 7.0297 1.0000 0.0000 0.0000 0.0000
N15 10.0000 2.0350 2.2640 0 38 0.2290 7.7360 1.0000 0.0000 0.0000 0.0000
N14B 10.0000 3.4900 3.0154 0 40 0.0000 6.9846 1.0000 0.0000 0.0000 0.0000
N14A 10.0000 3.3000 2.5470 0 40 0.0000 7.4530 1.0000 0.0000 0.0000 0.0000
N13 10.0000 3.5600 2.4279 0 40 0.0000 7.5721 1.0000 0.0000 0.0000 0.0000
N12 10.0000 3.3800 2.2517 0 41 0.0000 7.7483 1.0000 0.0000 0.0000 0.0000
N11 10.0000 3.3400 2.0385 0 42 0.0000 7.9615 1.0000 0.0000 0.0000 0.0000
N10 10.0000 4.9000 3.9030 0 35 0.0000 6.0970 1.0000 0.0000 0.0000 0.0000
N9 10.0000 3.9000 3.3967 0 35 0.0000 6.6033 1.0000 0.0000 0.0000 0.0000
N8 10.0000 3.4000 2.9949 0 35 0.0000 7.0051 1.0000 0.0000 0.0000 0.0000
N7 10.0000 5.3000 5.0132 0 35 0.0000 4.9868 1.0000 0.0000 0.0000 0.0000
N6 10.0000 4.8000 4.5299 0 36 0.0000 5.4701 1.0000 0.0000 0.0000 0.0000
N5 10.0000 4.6000 3.8508 0 35 0.0000 6.1492 1.0000 0.0000 0.0000 0.0000
N4 10.0000 3.2000 2.4733 0 35 0.0000 7.5267 1.0000 0.0000 0.0000 0.0000
N3 10.0000 3.1000 1.7389 0 40 0.0000 8.2611 1.0000 0.0000 0.0000 0.0000
N2 10.0000 3.0500 1.6903 0 40 0.0000 8.3097 1.0000 0.0000 0.0000 0.0000
N1 10.0000 2.9300 1.5704 0 40 0.0000 8.4296 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 0.0653 0 37 0.1401 0 36 0.0079 8.9190 7.0264 .0950 .1318
5047 2.8812 1.4600 200.0000 0.2238 0 40 0.4844 0 32 0.0777 5.7428 4.6665 .2142 .3323
5114b 3.5733 1.8108 200.0000 0.0469 0 39 0.3251 0 39 0.0131 4.8161 3.0154 .0806 .0769
4342 10.3858 1.3631 200.0000 0.0670 0 36 0.1824 0 0 0.0064 9.2180 7.3229 .0900 .1144
3736 14.9983 3.6090 400.0000 0.0818 0 35 0.7119 0 24 0.0055 7.0556 5.8135 .1390 .7339
3534 5.8173 1.4765 400.0000 0.0699 0 44 0.2525 0 43 0.0120 4.2275 4.1320 .0687 .0800
3422 6.0122 1.5213 400.0000 0.0604 0 46 0.2503 0 46 0.0100 4.1320 3.4156 .0800 .0389
3130 13.5508 2.2744 300.0000 0.1254 0 35 0.3506 0 34 0.0093 7.5179 5.8135 .0597 .3785
3024 0.4621 2.9058 450.0000 0.4519 0 49 2.9502 0 51 0.9777 5.8135 3.9945 3.585 2.521
3036 6.7857 1.4251 400.0000 -0.1592 0 50 -0.1940 0 34 -0.0235 5.8135 5.8144 .4839 .7359
2827 15.5945 3.7524 400.0000 0.1400 0 35 0.9222 0 35 0.0090 8.3675 6.7670 .1688 .1676
2726 18.5574 3.1124 300.0000 0.1585 0 35 0.1268 0 34 0.0085 6.7171 6.6370 .0570 .4566
2629 2.4524 0.5150 400.0000 0.1253 0 37 0.2456 0 37 0.0511 6.6370 6.5033 .3424 .2582
2930 11.6053 2.4373 400.0000 0.3195 0 36 0.8148 0 34 0.0275 6.5033 5.8135 .2582 .4839
2725 0.2218 2.0080 375.0000 0.2597 0 23 2.3439 0 23 1.1709 6.7171 5.6250 3.645 2.013
2524 0.2779 2.5163 375.0000 0.2527 0 23 2.4505 0 23 0.9094 5.6250 3.9945 2.013 3.025
2422 0.8401 2.9711 600.0000 0.6510 0 27 2.2953 0 27 0.7750 3.9945 3.4009 2.340 2.568
L575 4.4056 1.1111 300.0000 0.2078 0 35 0.4377 0 35 0.0472 4.8095 3.4813 .3651 .2709
2117 10.3655 2.0976 500.0000 0.1274 0 35 0.3971 0 35 0.0123 3.0390 2.9905 .0779 .0810
1714B 8.1188 0.9553 500.0000 -0.3459 0 42 -0.3200 0 42 -0.0426 2.9905 3.0154 .2810 .4308
1716 3.1532 3.6415 1050.000 1.9811 0 38 2.2309 0 38 0.6283 2.9905 2.9703 1.181 1.543
1615 0.7725 1.7486 750.0000 1.1817 0 38 2.6610 0 38 1.5297 2.9702 2.2640 2.173 1.405
1614A 0.7872 1.7819 750.0000 0.8005 0 37 1.8058 0 37 1.0169 2.9702 2.5470 1.760 1.262
4514B 28.0567 3.5017 450.0000 0.4236 0 40 0.9487 0 26 0.0151 3.6051 3.0154 .2335 .3675
4515 0.1942 2.7467 300.0000 0.1756 1 19 2.4566 1 19 0.9043 3.6051 2.2640 3.683 3.513
1502 0.6052 1.1322 825.0000 1.3390 0 39 2.7066 0 39 2.2124 2.2640 1.6903 1.277 .7762
14A13 16.6072 0.8411 1700.000 -0.9503 0 40 -0.4081 0 39 -0.0572 2.5470 2.4279 .4041 .4870
1312 15.7543 0.6101 1400.000 0.9497 0 40 0.3870 0 38 0.0603 2.4279 2.2517 .4056 .4084
1211 22.0747 0.6694 1700.000 0.9428 0 41 0.2549 0 26 0.0427 2.2517 2.0385 .3363 .4109
1103 34.9730 0.7240 2000.000 1.1056 0 42 0.3811 0 46 0.0316 2.0385 1.7389 .3493 .3194
0912 7.4604 1.8954 400.0000 0.0000 0 0 0.0000 0 0 0.0000 3.3968 2.2517 .0000 .0000
0908 0.1628 1.4741 375.0000 0.1219 0 35 1.0936 0 35 0.7489 3.3967 2.9948 2.391 2.652
0811 6.0914 1.5476 400.0000 0.0000 0 0 0.0000 0 0 0.0000 2.8139 2.0385 .0000 .0000
0804 0.2208 1.3886 450.0000 0.2337 0 35 1.4604 0 35 1.0583 2.9949 2.4733 2.210 1.718
0201 142.3584 2.9703 2000.000 3.3302 0 40 1.3682 0 42 0.0234 1.6903 1.5704 .3202 .3202
5248 8.1651 1.4277 200.0000 0.1182 0 40 0.2638 0 40 0.0145 7.0264 4.8197 .1318 .0984
4845 2.5500 1.2922 200.0000 0.1714 0 40 0.3020 0 16 0.0672 4.6393 3.6051 .1963 .5253
4250 11.5986 1.2184 200.0000 0.1474 0 38 0.1312 0 37 0.0127 7.3229 5.7428 .1144 .2142
5338 8.7547 1.3127 200.0000 0.0721 0 36 0.2843 0 0 0.0082 8.5193 6.0769 .0964 .3844
3851 5.0145 1.3130 200.0000 0.0000 0 0 0.0000 0 0 0.0000 6.0769 4.8161 .0000 .0000
4746o 17.3588 2.8540 400.0000 0.1201 0 40 0.7262 0 35 0.0069 4.6665 4.0732 .1662 .1829
4746u 0.1498 2.1194 300.0000 0.1014 0 33 1.4119 0 33 0.6768 4.6665 4.0732 3.554 3.577
4645o 15.8729 2.3953 400.0000 0.1238 0 40 0.4565 0 40 0.0078 4.0732 3.6051 .1829 .2627
4645u 0.1105 1.5637 300.0000 0.0988 0 36 1.3751 0 36 0.8940 4.0732 3.6051 3.577 3.683
3836o 9.9729 2.0945 400.0000 0.1220 0 42 0.1280 0 34 0.0122 6.0769 5.8144 .1922 .7359
3635o 35.6736 2.3986 400.0000 0.0606 0 44 0.3658 0 44 0.0017 5.8144 5.2389 .1109 .0972
2217o 14.0423 2.7133 500.0000 0.0001 0 36 0.0294 0 36 0.0000 3.4009 2.9905 .0018 .0810
2217u 0.6241 1.4127 750.0000 0.9004 0 35 2.1132 0 24 1.4426 3.4009 2.9905 2.054 1.654
2019o 11.6942 3.9374 300.0000 0.0000 0 0 0.0000 0 0 0.0000 4.9389 4.9389 .0000 .0000
2019u 0.6375 4.0085 450.0000 0.3247 0 35 2.4712 0 44 0.5092 6.3388 4.9389 .7528 .9752
1918o 18.5045 2.3357 400.0000 0.0000 0 0 0.0000 0 0 0.0000 4.9389 3.1572 .0000 .0000
1918u 0.9440 3.3387 600.0000 0.6091 0 35 2.4410 0 35 0.6452 4.9389 3.1572 .7315 2.095
1817o 9.1593 1.0777 500.0000 0.3272 0 36 0.5068 0 37 0.0357 3.1572 3.0629 .3143 .2258
1817u 0.5070 1.7932 600.0000 0.6017 0 32 2.1194 0 32 1.1868 3.1572 2.9905 2.095 2.067
1009o 8.3091 2.4754 300.0000 0.0000 0 0 0.0000 0 0 0.0000 3.3968 3.3968 .0000 .0000
1009u 0.2415 2.1864 375.0000 0.1205 0 35 1.6441 0 32 0.4989 3.9030 3.3968 .8079 2.391
0706o 7.2322 2.6107 300.0000 0.0235 0 35 0.2101 0 35 0.0032 5.0132 4.5299 .0440 .0997
0706u 0.1248 1.7661 300.0000 0.0868 0 33 1.2101 0 33 0.6956 5.0132 4.5299 3.377 3.433
0604o 9.6606 3.5626 300.0000 0.1222 0 36 0.7206 0 36 0.0127 4.5299 2.8291 .0997 .0971
0604u 0.3116 2.8210 375.0000 0.3094 0 42 2.7823 0 42 0.9932 4.5299 2.4733 2.746 2.062
0504o 8.6316 2.5756 300.0000 0.0000 0 0 0.0000 0 0 0.0000 2.4733 2.4733 .0000 .0000
0504u 0.1541 2.1802 300.0000 0.1178 0 35 1.6549 0 35 0.7647 3.8507 2.4733 1.835 2.577
0403o 9.0589 2.2976 400.0000 0.0000 0 0 0.0000 0 0 0.0000 1.7389 1.7389 .0000 .0000
0403u 1.9283 4.3647 750.0000 0.9905 0 35 2.3490 0 35 0.5137 2.4733 1.7389 1.031 .8518
0302o 2.9365 0.4429 300.0000 0.0000 0 0 0.0000 0 0 0.0000 1.6903 1.6903 .0000 .0000
0302u 3.2556 3.6173 600.0000 0.6344 0 40 0.6644 0 40 0.1949 1.7389 1.6903 1.064 1.067
14a14bo 75.9084 3.3944 500.0000 0.0332 0 40 0.2803 0 43 0.0004 3.0154 2.5470 .0508 .0940
14a14bu 0.1368 1.9347 300.0000 0.1362 1 59 1.9024 1 59 0.9957 3.0154 2.5470 4.051 3.156
FREE # 1 Undefnd Undefnd Undefn 3.3302 0 40
*==================================================*
| 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 0.0136 0.4730 0.0031
5047 5.4167 21.4167 0.0000 333.1667 0.0529 0.5250 0.0233
5114b 6.7083 5.1389 0.0000 348.1528 0.0147 0.1444 0.0048
4342 0.1667 359.8333 0.0000 0.0000 0.0114 0.4531 0.0030
3736 0.1667 43.6583 0.0000 316.1750 0.0886 1.1921 0.0344
3534 6.1667 353.8333 0.0000 0.0000 0.0288 0.2836 0.0072
3422 6.1667 0.0000 0.0000 353.8333 0.0245 0.2413 0.0060
3130 0.1667 31.1111 0.0000 328.7222 0.0569 1.1392 0.0065
3024 0.1667 28.1944 0.0000 331.6389 0.1300 0.1639 3.2310
3036 11.8333 31.4861 316.6806 0.0000 0.1260 2.0128 0.0270
2827 0.1667 0.0000 0.0000 359.8333 0.0331 0.1518 0.0620
2726 346.3194 13.6806 0.0000 0.0000 0.0686 1.3752 0.0086
2629 0.2500 359.7500 0.0000 0.0000 0.0636 0.5104 0.0295
2930 0.2500 32.0417 0.0000 327.7083 0.0696 0.6725 0.0836
2725 0.1667 359.8333 0.0000 0.0000 0.1077 0.1139 2.1053
2524 0.1667 44.7500 0.0000 315.0833 0.1120 0.1138 1.8749
2422 0.1667 359.8333 0.0000 0.0000 0.1699 0.2905 3.0834
L575 0.1667 0.0000 0.0000 359.8333 0.0484 0.4747 0.0418
2117 3.9444 5.6667 0.0000 350.3889 0.0338 0.3333 0.0127
1714B 322.9167 6.8889 30.1944 0.0000 0.0847 1.1983 0.0524
1716 0.1667 355.7083 0.0000 4.1250 0.2938 0.8902 3.1899
1615 0.1667 359.8333 0.0000 0.0000 0.2278 0.4522 3.5705
1614A 6.6667 89.8750 263.4583 0.0000 0.2281 0.4609 2.0436
4514B 294.6667 31.4167 0.0000 33.9167 0.0545 0.7237 0.0908
4515 0.1667 359.8333 0.0000 0.0000 0.0839 0.0728 2.3674
1502 0.1667 359.8333 0.0000 0.0000 0.2322 0.4978 2.2924
14A13 76.3750 283.6250 0.0000 0.0000 0.3193 2.3291 0.3091
1312 76.5000 283.5000 0.0000 0.0000 0.2807 2.4629 0.2198
1211 8.8333 351.1667 0.0000 0.0000 0.2744 4.0530 0.1479
1103 0.1667 359.8333 0.0000 0.0000 0.3501 3.0656 0.2404
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 0.1137 1.0228
0811 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
0804 0.1667 359.8333 0.0000 0.0000 0.1314 0.1653 1.2905
0201 0.1667 359.8333 0.0000 0.0000 0.3533 2.4427 0.8737
5248 0.1667 0.0000 0.0000 359.8333 0.0150 0.4481 0.0061
4845 6.0833 65.0417 0.0000 288.8750 0.0678 0.6769 0.0183
4250 0.2500 354.5833 0.0000 5.1667 0.0228 1.1358 0.0043
5338 0.1667 354.5417 0.0000 5.2917 0.0361 1.2604 0.0027
3851 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
4746o 332.0000 28.0000 0.0000 0.0000 0.0342 0.1663 0.0504
4746u 0.1667 359.8333 0.0000 0.0000 0.0840 0.0729 1.5033
4645o 330.4722 29.5278 0.0000 0.0000 0.0431 0.2715 0.0407
4645u 0.1667 359.8333 0.0000 0.0000 0.0839 0.0729 1.4963
3836o 5.5000 354.5000 0.0000 0.0000 0.0868 1.3202 0.0183
3635o 340.0833 0.0000 0.0000 19.9167 0.0209 0.1657 0.0152
2217o 359.0556 0.9444 0.0000 0.0000 0.0077 0.0098 0.0000
2217u 0.1667 359.8333 0.0000 0.0000 0.2144 0.4522 2.7834
2019o 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
2019u 0.1667 359.8333 0.0000 0.0000 0.1343 0.1416 0.8907
1918o 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
1918u 0.1667 359.8333 0.0000 0.0000 0.1664 0.2500 2.0581
1817o 348.1944 0.0000 0.0000 11.8056 0.0674 0.6462 0.0684
1817u 0.1667 359.8333 0.0000 0.0000 0.1825 0.2959 2.1337
1009o 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
1009u 0.1667 359.8333 0.0000 0.0000 0.1049 0.1027 0.7028
0706o 351.7778 8.2222 0.0000 0.0000 0.0185 0.1142 0.0044
0706u 0.1667 359.8333 0.0000 0.0000 0.0868 0.0728 1.2320
0604o 347.6875 0.0000 0.0000 12.3125 0.0262 0.1696 0.0213
0604u 0.1667 359.8333 0.0000 0.0000 0.1052 0.1135 2.3874
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 0.0729 1.0947
0403o 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
0403u 0.1667 359.8333 0.0000 0.0000 0.2278 0.4234 1.6339
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 0.9552 0.4248
14a14bo 347.3889 8.0556 0.0000 4.5556 0.0176 0.1909 0.0063
14a14bu 6.6667 353.3333 0.0000 0.0000 0.0840 0.0727 1.8606
*===========================================*
| 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 0.0071 153.6414 0.0002 0.9990 0.1838 0.0048 0.1393 2.7372
5047 0.0276 596.0259 0.0006 0.9822 0.9742 0.0141 0.1389 0.0350
5114b 0.0049 105.7895 0.0004 0.9772 1.0541 0.0040 0.0397 0.0350
4342 0.0070 150.7154 0.0002 0.9990 0.2176 0.0039 0.1238 2.7372
3736 0.0075 162.0195 0.0003 0.9990 0.9728 0.0197 0.1972 1.2165
3534 0.0037 80.3071 0.0002 0.9792 0.2233 0.0058 0.0570 0.0350
3422 0.0037 80.9165 0.0001 0.9790 0.5932 0.0048 0.0470 0.0450
3130 0.0109 236.1865 0.0004 0.9990 0.9424 0.0099 0.1969 2.1289
3024 0.0799 1725.1043 0.0016 0.9990 1.4951 0.0637 0.0601 0.7907
3036 -0.0254 -549.4086 0.0010 0.9566 0.0000 0.0516 0.5216 0.0203
2827 0.0128 277.2400 0.0005 0.9990 1.2122 0.0108 0.0335 1.2165
2726 0.0028 60.6942 0.0006 0.0840 0.0183 0.0298 0.0957 0.0200
2629 0.0053 114.4973 0.0003 0.9990 0.1441 0.0174 0.0744 2.1289
2930 0.0266 575.4473 0.0011 0.9990 0.7019 0.0209 0.1273 1.2165
2725 0.0328 709.2731 0.0011 0.9990 1.1986 0.0465 0.0358 0.7907
2524 0.0327 707.0702 0.0010 0.9965 1.6420 0.0438 0.0314 0.0130
2422 0.1128 2437.3060 0.0024 0.9990 0.9096 0.0848 0.1098 0.7907
L575 0.0202 436.3148 0.0006 0.9990 0.5476 0.0163 0.1093 2.7372
2117 0.0111 239.5246 0.0009 0.9882 0.9655 0.0081 0.0795 0.0200
1714B -0.0160 -345.4105 0.0007 0.2258 0.0000 0.0131 0.1374 0.0207
1716 0.2564 5537.6398 0.0056 0.9990 1.0035 0.1273 0.2611 See the original
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