Original source · versioned page text
e5y25m.out
From the archive XPXtrm.zip, inside Further information re: stormwater modelling - REC17/0011. File date in the archive: 2017-10-09 18:02.
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 45.0000
N53 50.0000 50.0000 0.0000
N52 50.0000 50.0000 0.0000
N38 1.7440 4.3601 5.0000
N51 2.2882 5.7206 20.0000
N48 2.0396 5.0989 25.0000
N50 1.7262 4.3155 35.0000
N47 0.7344 1.8361 335.0000
N46 0.9621 2.4053 20.0000
N45 0.7347 1.8368 19255.0000
N43 50.0000 50.0000 0.0000
N42 50.0000 50.0000 0.0000
N37 33.1348 50.0000 0.0000
N36 1.4367 3.5917 10.0000
N35 2.3315 5.8288 0.0000
N34 50.0000 50.0000 0.0000
N31 23.2479 50.0000 0.0000
N30 0.1714 0.4285 40.0000
N29 36.0397 50.0000 0.0000
N28 20.6170 50.0000 0.0000
N27 1.7948 4.4871 310.0000
N26 50.0000 50.0000 0.0000
N25 2.1827 5.4568 45.0000
N24 1.0706 2.6766 35.0000
N23 8.6170 21.5426 0.0000
N22 0.1730 0.4325 215.0000
N21 1.3007 3.2518 85.0000
N20 0.5941 1.4853 60.0000
N19 0.4947 1.2368 120.0000
N18 1.5592 3.8980 35.0000
N17 1.0672 2.6681 5.0000
N16 4.7916 11.9789 35.0000
N15 8.6154 21.5384 0.0000
N14B 0.3754 0.9385 430.0000
N14A 6.6439 16.6099 0.0000
N13 18.8959 47.2397 0.0000
N12 21.5007 50.0000 0.0000
N11 21.4296 50.0000 0.0000
N10 2.0262 5.0654 50.0000
N9 1.3389 3.3472 65.0000
N8 0.6902 1.7256 60.0000
N7 1.3140 3.2850 55.0000
N6 0.7823 1.9558 20.0000
N5 0.9758 2.4395 185.0000
N4 1.0598 2.6496 0.0000
N3 29.0117 50.0000 0.0000
N2 38.3886 50.0000 0.0000
N1 50.0000 50.0000 0.0000
The junction requiring the smallest time step was...N45
*==========================================================*
| Table E5a - Conduit Explicit Condition Summary |
| Courant = Conduit Length |
| Time step = -------------------------------- |
| Velocity + sqrt(g*depth) |
| |
| Conduit Implicit Condition Summary |
| Courant = Conduit Length |
| Time step = -------------------------------- |
| Velocity |
*==========================================================*
| The 3rd column is the Explicit time step times the |
| minimum courant time step factor |
| |
| Minimum Conduit Time Step in seconds in the 4th column |
| in the list. Maximum possible is 10 * maximum time step |
| |
| The 5th column is the maximum change at any time step |
| during the simulation. The 6th column is the wobble |
| value which is an indicator of the flow stability. |
| |
| You should use this section to find those conduits that |
| are slowing your model down. Use modify conduits to |
| alter the length of the slow conduits to make your |
| simulation faster, or change the conduit name to |
| "CHME?????" where ????? are any characters, this will |
| lengthen the conduit based on the model time step, |
| not the value listed in modify conduits. |
*==========================================================*
Conduit Time(exp) Expl*Cmin Time(imp) Time(min) Max Qchange Wobble Type of Soln
-------------- --------- --------- --------- --------- ----------- ------- ------------
5453 50.0000 50.0000 50.0000 3.7500 0.0006 0.0229 Normal Soln
5047 38.1638 38.1638 50.0000 0.0000 0.0081 0.1945 Normal Soln
5114b 48.9731 48.9731 50.0000 0.0000 0.1384 0.0949 Normal Soln
4342 50.0000 50.0000 50.0000 0.0000 -0.0007 0.0192 Normal Soln
3736 38.6016 38.6016 50.0000 0.0000 0.0017 0.0153 Normal Soln
3534 7.3170 7.3170 19.2927 0.0000 0.0070 0.1293 Normal Soln
3422 29.8814 29.8814 50.0000 0.0000 0.0068 0.1219 Normal Soln
3130 50.0000 50.0000 50.0000 0.0000 0.0030 0.0263 Normal Soln
3024 7.3603 7.3603 17.2315 0.0000 -0.0183 2.2517 Normal Soln
3036 14.0801 14.0801 50.0000 0.0000 0.0156 0.2350 Normal Soln
2827 30.8921 30.8921 49.7895 0.0000 -0.0016 0.0253 Normal Soln
2726 8.7068 8.7068 50.0000 0.0000 -0.0052 0.0341 Normal Soln
2629 35.6096 35.6096 50.0000 0.0000 0.0020 0.2407 Normal Soln
2930 28.5225 28.5225 50.0000 0.0000 0.0044 0.1009 Normal Soln
2725 4.9699 4.9699 12.5280 0.0000 0.0034 2.3738 Normal Soln
2524 14.7732 14.7732 32.6497 0.0000 -0.0261 2.0416 Normal Soln
2422 6.4037 6.4037 16.9226 0.0000 0.0367 2.0305 Normal Soln
L575 49.0318 49.0318 50.0000 0.0000 -0.0043 0.1390 Normal Soln
2117 9.2161 9.2161 22.3774 0.0000 -0.0043 0.0441 Normal Soln
1714B 22.9638 22.9638 50.0000 0.0000 -0.0041 0.1186 Normal Soln
1716 4.6688 4.6688 12.8581 0.0000 -0.0180 1.3737 Normal Soln
1615 3.9540 3.9540 9.9237 0.0000 0.0250 3.2976 Normal Soln
1614A 1.7896 1.7896 5.2681 16.5000 -0.0106 2.9148 Normal Soln
4514B 14.5802 14.5802 24.2830 0.0000 0.0043 0.0395 Normal Soln
4515 5.6965 5.6965 13.1580 0.0000 0.0038 1.9829 Normal Soln
1502 15.2275 15.2275 33.5162 0.0000 0.0139 4.5211 Normal Soln
14A13 4.2679 4.2679 22.2868 0.0000 0.0109 0.1583 Normal Soln
1312 6.4082 6.4082 32.1479 0.0000 0.0082 0.1618 Normal Soln
1211 18.2857 18.2857 50.0000 0.0000 0.0072 0.1106 Normal Soln
1103 15.7124 15.7124 50.0000 0.0000 0.0058 0.0773 Normal Soln
0912 34.8186 34.8186 50.0000 0.0000 -0.0011 0.0091 Normal Soln
0908 11.4277 11.4277 41.7696 0.0000 0.0079 2.2532 Normal Soln
0811 50.0000 50.0000 50.0000 0.0000 -0.0026 0.0427 Normal Soln
0804 10.7151 10.7151 32.5594 0.0000 -0.0094 3.0465 Normal Soln
0201 3.0578 3.0578 7.3164 326.0000 0.1272 0.0603 Normal Soln
5248 50.0000 50.0000 50.0000 0.0000 0.0012 0.0440 Normal Soln
4845 50.0000 50.0000 50.0000 0.0000 0.0074 0.1672 Normal Soln
4250 50.0000 50.0000 50.0000 0.0000 0.0011 0.0354 Normal Soln
5338 50.0000 50.0000 50.0000 0.0000 0.0008 0.0240 Normal Soln
3851 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
4746o 17.0686 17.0686 29.4603 0.0000 0.0023 0.0209 Normal Soln
4746u 5.3553 5.3553 17.5657 0.0000 -0.0031 1.8197 Normal Soln
4645o 26.5682 26.5682 50.0000 0.0000 0.0028 0.0231 Normal Soln
4645u 7.0462 7.0462 23.9904 0.0000 -0.0036 2.7179 Normal Soln
3836o 33.1585 33.1585 50.0000 0.0000 0.0011 0.0251 Normal Soln
3635o 20.9931 20.9931 43.7912 0.0000 0.0073 0.0204 Normal Soln
2217o 22.9331 22.9331 43.8517 0.0000 -0.0029 0.0224 Normal Soln
2217u 5.6389 5.6389 15.4747 0.0000 -0.0467 3.9709 Normal Soln
2019o 27.7236 27.7236 46.1493 0.0000 0.0106 0.0218 Normal Soln
2019u 5.1021 5.1021 11.5626 0.0000 -0.0087 1.5708 Normal Soln
1918o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0001 Normal Soln
1918u 16.1634 16.1634 37.0923 0.0000 -0.1428 2.0288 Normal Soln
1817o 14.8756 14.8756 38.3786 0.0000 0.0073 0.1333 Normal Soln
1817u 4.0350 4.0350 10.3012 0.0000 -0.0246 3.5746 Normal Soln
1009o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
1009u 10.5738 10.5738 30.6236 0.0000 -0.0019 1.5905 Normal Soln
0706o 34.0571 34.0571 50.0000 0.0000 -0.0020 0.0200 Normal Soln
0706u 6.8089 6.8089 24.6134 0.0000 -0.0024 1.9368 Normal Soln
0604o 34.9984 34.9984 50.0000 0.0000 -0.0046 0.0658 Normal Soln
0604u 9.6384 9.6384 20.5498 0.0000 0.0036 2.2257 Normal Soln
0504o 50.0000 50.0000 50.0000 0.0000 0.0040 0.0091 Normal Soln
0504u 12.5289 12.5289 33.5914 0.0000 0.0029 2.0001 Normal Soln
0403o 31.3917 31.3917 50.0000 0.0000 -0.0012 0.0062 Normal Soln
0403u 3.3106 3.3106 7.2597 0.0000 -0.0098 1.2311 Normal Soln
0302o 16.7552 16.7552 50.0000 0.0000 0.0009 0.0189 Normal Soln
0302u 2.8708 2.8708 12.9900 0.0000 0.0045 0.5184 Normal Soln
14a14bo 10.3693 10.3693 27.4351 0.0000 0.0071 0.0099 Normal Soln
14a14bu 1.8768 1.8768 4.9779 13.7500 0.0237 2.9090 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/ 0.03 / 1.24/
N14B/ 0.00 / 1.80/ N14A/ 0.05 / 1.65/ N13/ 0.00 / 1.86/
N12/ 0.00 / 1.68/ N11/ 0.01 / 1.35/ N10/ 0.00 / 3.60/
N9/ 0.00 / 2.50/ N8/ 0.00 / 2.00/ N7/ 0.00 / 4.00/
N6/ 0.00 / 3.50/ N5/ 0.00 / 3.30/ N4/ 0.00 / 1.70/
N3/ 0.00 / 1.10/ N2/ 0.01 / 1.06/ N1/ 0.00 / 0.93/
Conduit/ Flow ===> "*" Conduit uses the normal flow option.
5453/ 0.00*/ 5047/ 0.00 / 5114b/ 0.00 /
4342/ 0.00*/ 3736/ 0.00 / 3534/ 0.00*/
3422/ 0.00 / 3130/ 0.00 / 3024/ 0.00 /
3036/ 0.00 / 2827/ 0.00 / 2726/ 0.00*/
2629/ 0.00 / 2930/ 0.00 / 2725/ 0.00 /
2524/ 0.00 / 2422/ 0.00*/ L575/ 0.00 /
2117/ 0.00 / 1714B/ 0.00 / 1716/ 0.00 /
1615/ 0.00*/ 1614A/ 0.00 / 4514B/ 0.00 /
4515/ 0.00*/ 1502/ 0.00 / 14A13/ 0.00*/
1312/ 0.00*/ 1211/ 0.00*/ 1103/ 0.00 /
0912/ 0.00*/ 0908/ 0.00*/ 0811/ 0.00*/
0804/ 0.00*/ 0201/ 0.00 / 5248/ 0.00 /
4845/ 0.00 / 4250/ 0.00 / 5338/ 0.00*/
3851/ 0.00 / 4746o/ 0.00*/ 4746u/ 0.00 /
4645o/ 0.00*/ 4645u/ 0.00*/ 3836o/ 0.00*/
3635o/ 0.00 / 2217o/ 0.00 / 2217u/ 0.00 /
2019o/ 0.00 / 2019u/ 0.00*/ 1918o/ 0.00*/
1918u/ 0.00*/ 1817o/ 0.00 / 1817u/ 0.00*/
1009o/ 0.00 / 1009u/ 0.00*/ 0706o/ 0.00*/
0706u/ 0.00*/ 0604o/ 0.00 / 0604u/ 0.00*/
0504o/ 0.00 / 0504u/ 0.00*/ 0403o/ 0.00 /
0403u/ 0.00 / 0302o/ 0.00 / 0302u/ 0.00*/
14a14bo/ 0.00 / 14a14bu/ 0.00*/ FREE # 1/ 0.00 /
Conduit/ Velocity
5453/ 0.00 / 5047/ 0.01 / 5114b/ 0.01 /
4342/ 0.00 / 3736/ 0.02 / 3534/ 0.00 /
3422/ 0.00 / 3130/ 0.01 / 3024/ 0.40 /
3036/ 0.00 / 2827/ 0.03 / 2726/ 0.00 /
2629/ 0.03 / 2930/ 0.08 / 2725/ 0.15 /
2524/ 0.18 / 2422/ 0.25 / L575/ 0.01 /
2117/ 0.01 / 1714B/ 0.00 / 1716/ 0.33 /
1615/ 0.18 / 1614A/ 0.00 / 4514B/ 0.00 /
4515/ 0.05 / 1502/ 0.19 / 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/ 0.09 / 5248/ 0.01 /
4845/ 0.01 / 4250/ 0.01 / 5338/ 0.00 /
3851/ 0.00 / 4746o/ 0.00 / 4746u/ 0.16 /
4645o/ 0.00 / 4645u/ 0.10 / 3836o/ 0.00 /
3635o/ 0.00 / 2217o/ 0.00 / 2217u/ 0.19 /
2019o/ 0.00 / 2019u/ 0.29 / 1918o/ 0.00 /
1918u/ 0.20 / 1817o/ 0.00 / 1817u/ 0.14 /
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/ 3.16 / 2827/ 0.02 / 2726/ 8.94 /
2629/ 0.45 / 2930/ 0.20 / 2725/ 0.15 /
2524/ 0.15 / 2422/ 0.24 / L575/ 0.04 /
2117/ 0.03 / 1714B/ 1.73 / 1716/ 0.41 /
1615/ 0.29 / 1614A/ 0.33 / 4514B/ 0.10 /
4515/ 0.14 / 1502/ 0.32 / 14A13/ 0.18 /
1312/ 0.00 / 1211/ 0.03 / 1103/ 0.09 /
0912/ 0.29 / 0908/ 0.15 / 0811/ 0.07 /
0804/ 0.18 / 0201/ 0.24 / 5248/ 0.27 /
4845/ 0.19 / 4250/ 0.31 / 5338/ 1.36 /
3851/ 0.03 / 4746o/ 0.02 / 4746u/ 0.12 /
4645o/ 0.04 / 4645u/ 0.12 / 3836o/ 3.21 /
3635o/ 0.01 / 2217o/ 0.11 / 2217u/ 0.29 /
2019o/ 0.29 / 2019u/ 0.18 / 1918o/ 0.12 /
1918u/ 0.24 / 1817o/ 0.32 / 1817u/ 0.24 /
1009o/ 0.06 / 1009u/ 0.15 / 0706o/ 0.09 /
0706u/ 0.12 / 0604o/ 0.13 / 0604u/ 0.15 /
0504o/ 0.09 / 0504u/ 0.12 / 0403o/ 0.27 /
0403u/ 0.29 / 0302o/ 0.06 / 0302u/ 1.50 /
14a14bo/ 0.03 / 14a14bu/ 0.17 /
Junction/ EGL
N54/ 0.00 / N53/ 0.00 / N52/ 0.00 /
N38/ 1.00 / N51/ 1.00 / N48/ 1.20 /
N50/ 1.00 / N47/ 1.00 / N46/ 0.00 /
N45/ 1.00 / N43/ 0.00 / N42/ 0.00 /
N37/ 0.00 / N36/ 1.15 / N35/ 1.00 /
N34/ 0.00 / N31/ 0.00 / N30/ 1.50 /
N29/ 0.00 / N28/ 0.00 / N27/ 1.35 /
N26/ 0.01 / N25/ 0.00 / N24/ 0.28 /
N23/ 0.00 / N22/ 1.54 / N21/ 1.00 /
N20/ 0.00 / N19/ 0.01 / N18/ 0.01 /
N17/ 1.20 / N16/ 0.02 / N15/ 0.03 /
N14B/ 1.20 / N14A/ 0.05 / N13/ 0.00 /
N12/ 0.00 / N11/ 0.01 / N10/ 0.00 /
N9/ 0.00 / N8/ 0.00 / N7/ 0.00 /
N6/ 0.00 / N5/ 0.00 / N4/ 0.01 /
N3/ 0.00 / N2/ 0.02 / N1/ 0.00 /
Junction/ Freeboard
N54/ 1.10 / N53/ 1.50 / N52/ 3.00 /
N38/ 4.00 / N51/ 5.20 / N48/ 5.40 /
N50/ 4.30 / N47/ 6.40 / N46/ 7.00 /
N45/ 7.50 / N43/ 0.80 / N42/ 2.70 /
N37/ 3.00 / N36/ 4.38 / N35/ 5.80 /
N34/ 5.90 / N31/ 2.50 / N30/ 5.79 /
N29/ 3.60 / N28/ 1.70 / N27/ 4.65 /
N26/ 3.49 / N25/ 5.13 / N24/ 7.40 /
N23/ 5.30 / N22/ 8.13 / N21/ 7.00 /
N20/ 4.00 / N19/ 5.50 / N18/ 8.09 /
N17/ 8.24 / N16/ 8.65 / N15/ 8.76 /
N14B/ 8.20 / N14A/ 8.35 / N13/ 8.14 /
N12/ 8.32 / N11/ 8.65 / N10/ 6.40 /
N9/ 7.50 / N8/ 8.00 / N7/ 6.00 /
N6/ 6.50 / N5/ 6.70 / N4/ 8.30 /
N3/ 8.90 / N2/ 8.94 / N1/ 9.07 /
Junction/ Max Volume
N54/ 0.02 / N53/ 0.02 / N52/ 0.03 /
N38/ 1.08 / N51/ 1.02 / N48/ 1.04 /
N50/ 1.05 / N47/ 1.08 / N46/ 1.08 /
N45/ 1.12 / N43/ 0.02 / N42/ 0.03 /
N37/ 0.06 / N36/ 1.37 / N35/ 1.08 /
N34/ 0.07 / N31/ 0.02 / N30/ 1.64 /
N29/ 0.13 / N28/ 0.08 / N27/ 1.38 /
N26/ 0.19 / N25/ 0.79 / N24/ 1.50 /
N23/ 0.12 / N22/ 1.65 / N21/ 1.05 /
N20/ 1.02 / N19/ 1.51 / N18/ 1.30 /
N17/ 1.30 / N16/ 1.72 / N15/ 1.11 /
N14B/ 1.25 / N14A/ 1.02 / N13/ 0.63 /
N12/ 0.62 / N11/ 0.77 / N10/ 0.92 /
N9/ 1.02 / N8/ 1.04 / N7/ 1.03 /
N6/ 1.05 / N5/ 1.02 / N4/ 1.12 /
N3/ 0.75 / N2/ 0.74 / N1/ 0.75 /
Junction/Total Fldng
N54/ 0.00 / N53/ 0.00 / N52/ 0.00 /
N38/ 0.00 / N51/ 0.00 / N48/ 0.00 /
N50/ 0.00 / N47/ 0.00 / N46/ 0.00 /
N45/ 0.00 / N43/ 0.00 / N42/ 0.00 /
N37/ 0.00 / N36/ 0.00 / N35/ 0.00 /
N34/ 0.00 / N31/ 0.00 / N30/ 0.00 /
N29/ 0.00 / N28/ 0.00 / N27/ 0.00 /
N26/ 0.00 / N25/ 0.00 / N24/ 0.00 /
N23/ 0.00 / N22/ 0.00 / N21/ 0.00 /
N20/ 0.00 / N19/ 0.00 / N18/ 0.00 /
N17/ 0.00 / N16/ 0.00 / N15/ 0.00 /
N14B/ 0.00 / N14A/ 0.00 / N13/ 0.00 /
N12/ 0.00 / N11/ 0.00 / N10/ 0.00 /
N9/ 0.00 / N8/ 0.00 / N7/ 0.00 /
N6/ 0.00 / N5/ 0.00 / N4/ 0.00 /
N3/ 0.00 / N2/ 0.00 / N1/ 0.00 /
Conduit/ Cross Sectional Area
5453/ 0.00 / 5047/ 0.00 / 5114b/ 0.00 /
4342/ 0.00 / 3736/ 0.00 / 3534/ 0.00 /
3422/ 0.00 / 3130/ 0.00 / 3024/ 0.00 /
3036/ 0.16 / 2827/ 0.00 / 2726/ 0.00 /
2629/ 0.00 / 2930/ 0.00 / 2725/ 0.00 /
2524/ 0.00 / 2422/ 0.00 / L575/ 0.00 /
2117/ 0.00 / 1714B/ 0.00 / 1716/ 0.00 /
1615/ 0.00 / 1614A/ 0.01 / 4514B/ 0.00 /
4515/ 0.00 / 1502/ 0.00 / 14A13/ 0.01 /
1312/ 0.00 / 1211/ 0.00 / 1103/ 0.00 /
0912/ 0.00 / 0908/ 0.00 / 0811/ 0.00 /
0804/ 0.00 / 0201/ 0.01 / 5248/ 0.00 /
4845/ 0.00 / 4250/ 0.00 / 5338/ 0.01 /
3851/ 0.00 / 4746o/ 0.00 / 4746u/ 0.00 /
4645o/ 0.00 / 4645u/ 0.00 / 3836o/ 0.16 /
3635o/ 0.00 / 2217o/ 0.00 / 2217u/ 0.00 /
2019o/ 0.00 / 2019u/ 0.00 / 1918o/ 0.00 /
1918u/ 0.00 / 1817o/ 0.00 / 1817u/ 0.00 /
1009o/ 0.00 / 1009u/ 0.00 / 0706o/ 0.00 /
0706u/ 0.00 / 0604o/ 0.00 / 0604u/ 0.00 /
0504o/ 0.00 / 0504u/ 0.00 / 0403o/ 0.00 /
0403u/ 0.00 / 0302o/ 0.00 / 0302u/ 0.01 /
14a14bo/ 0.00 / 14a14bu/ 0.00 /
Conduit/ Final Volume
5453/ 0.09 / 5047/ 0.08 / 5114b/ 0.02 /
4342/ 0.05 / 3736/ 0.01 / 3534/ 0.00 /
3422/ 0.00 / 3130/ 0.04 / 3024/ 0.05 /
3036/ 2.86 / 2827/ 0.01 / 2726/ 0.03 /
2629/ 0.16 / 2930/ 0.08 / 2725/ 0.00 /
2524/ 0.01 / 2422/ 0.06 / L575/ 0.01 /
2117/ 0.01 / 1714B/ 0.00 / 1716/ 0.06 /
1615/ 0.10 / 1614A/ 0.06 / 4514B/ 0.00 /
4515/ 0.05 / 1502/ 0.39 / 14A13/ 0.07 /
1312/ 0.00 / 1211/ 0.04 / 1103/ 0.16 /
0912/ 0.00 / 0908/ 0.01 / 0811/ 0.00 /
0804/ 0.01 / 0201/ 0.12 / 5248/ 0.06 /
4845/ 0.09 / 4250/ 0.07 / 5338/ 0.43 /
3851/ 0.00 / 4746o/ 0.00 / 4746u/ 0.01 /
4645o/ 0.00 / 4645u/ 0.01 / 3836o/ 6.37 /
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/ 1.24 1614A/ 1.65/ 1.65 4514B/ 1.80/ 1.80/
4515/ 2.50/ 1.24 1502/ 1.24/ 1.06 14A13/ 1.86/ 1.65/
1312/ 1.86/ 1.68 1211/ 1.68/ 1.35 1103/ 1.35/ 1.10/
0912/ 1.68/ 1.68 0908/ 2.50/ 2.00 0811/ 1.35/ 1.35/
0804/ 2.00/ 1.70 0201/ 1.06/ 0.93 5248/ 7.00/ 4.80/
4845/ 4.60/ 3.50 4250/ 7.30/ 5.70 5338/ 8.50/ 6.00/
3851/ 6.00/ 4.80 4746o/ 3.00/ 3.00 4746u/ 3.60/ 3.00/
4645o/ 2.50/ 2.50 4645u/ 3.00/ 2.50 3836o/ 6.00/ 5.62/
3635o/ 4.20/ 4.20 2217o/ 1.76/ 1.76 2217u/ 1.87/ 1.76/
2019o/ 4.50/ 4.50 2019u/ 6.00/ 4.50 1918o/ 1.91/ 1.91/
1918u/ 4.50/ 1.91 1817o/ 1.76/ 1.76 1817u/ 1.91/ 1.76/
1009o/ 2.50/ 2.50 1009u/ 3.60/ 2.50 0706o/ 3.50/ 3.50/
0706u/ 4.00/ 3.50 0604o/ 1.70/ 1.70 0604u/ 3.50/ 1.70/
0504o/ 1.70/ 1.70 0504u/ 3.30/ 1.70 0403o/ 1.10/ 1.10/
0403u/ 1.70/ 1.10 0302o/ 1.06/ 1.06 0302u/ 1.10/ 1.06/
14a14bo/ 1.65/ 1.65 14a14bu/ 1.80/ 1.65
*=========================================================*
| Table E7 - Iteration Summary |
*=========================================================*
Total number of time steps simulated............ 4320
Total number of passes in the simulation........ 6899
Total number of time steps during simulation.... 5318
Ratio of actual # of time steps / NTCYC......... 1.231
Average number of iterations per time step...... 1.297
Average time step size(seconds)................ 4.062
Smallest time step size(seconds)................ 0.500
Largest time step size(seconds)................ 5.000
Average minimum Conduit Courant time step (sec). 4.698
Average minimum implicit time step (sec)........ 1.356
Average minimum junction time step (sec)........ 1.356
Average Courant Factor Tf....................... 1.356
Number of times omega reduced................... 54
*=========================================================*
| 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 1.08 5754 0 5 0 0 0
N53 0 1.10 5835 0 5 0 0 0
N52 0 1.18 6287 0 8 0 0 0
N38 0 1.10 5834 0 8 0 0 0
N51 0 1.06 5624 1 8 0 0 0
N48 0 1.21 6457 1 22 1 0 0
N50 0 1.24 6596 1 25 1 1 0
N47 0 1.31 6962 0 12 1 0 0
N46 0 1.35 7160 1 13 1 0 0
N45 0 1.48 7864 1 16 1 0 0
N43 0 1.09 5791 0 5 0 0 0
N42 0 1.24 6586 0 8 0 0 0
N37 0 1.08 5768 0 5 0 0 0
N36 0 1.53 8113 0 11 2 0 0
N35 0 1.30 6893 2 15 1 0 0
N34 0 1.24 6590 0 15 1 0 0
N31 0 1.13 6016 0 8 0 0 0
N30 0 1.53 8139 2 20 4 0 0
N29 0 1.36 7213 0 7 0 0 0
N28 0 1.13 6013 2 7 0 0 0
N27 0 1.40 7454 1 10 1 0 0
N26 0 1.26 6714 0 6 0 0 0
N25 0 1.24 6582 0 6 0 0 0
N24 0 1.33 7080 0 7 0 0 0
N23 0 1.23 6529 0 7 0 0 0
N22 0 1.46 7745 8 17 1 0 0
N21 0 1.21 6434 1 21 1 0 0
N20 0 1.25 6658 1 10 1 0 0
N19 0 1.41 7474 0 28 1 1 0
N18 0 1.58 8379 0 9 0 0 0
N17 0 1.74 9244 0 14 1 0 0
N16 0 1.54 8193 2 14 9 0 0
N15 0 1.29 6885 0 7 0 0 0
N14B 0 1.67 8875 1 35 3 1 0
N14A 0 1.58 8423 5 15 14 0 0
N13 0 1.46 7775 0 7 0 0 0
N12 0 1.37 7303 0 7 0 0 0
N11 0 1.48 7873 0 13 2 0 0
N10 0 1.13 6003 1 7 0 0 0
N9 0 1.25 6656 0 6 0 0 0
N8 0 1.34 7128 2 8 0 0 0
N7 0 1.16 6182 1 11 1 0 0
N6 0 1.41 7492 7 9 0 0 0
N5 0 1.13 6012 0 20 2 0 0
N4 0 1.49 7932 2 18 2 0 0
N3 0 1.68 8927 1 9 0 0 0
N2 0 1.63 8673 0 7 0 0 0
N1 0 1.52 8077 10 15 2 0 0
Total number of iterations for all junctions.. 340197
Minimum number of possible iterations......... 255264
Efficiency of the simulation.................. 1.33
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 8.9216 0 15 0.0000 1.0784 1.0000 0.0000 0.0000 0.0000
N53 10.0000 8.7000 8.5220 0 15 0.0000 1.4780 1.0000 0.0000 0.0000 0.0000
N52 10.0000 7.2000 7.0281 0 17 0.0000 2.9719 1.0000 0.0000 0.0000 0.0000
N38 10.0000 6.4000 6.0778 0 20 0.0000 3.9222 1.0000 0.0000 0.0000 0.0000
N51 10.0000 5.0000 4.8302 0 3 0.0000 5.1698 1.0000 0.0000 0.0000 0.0000
N48 10.0000 5.0000 4.6444 0 15 0.0000 5.3556 1.0000 0.0000 0.0000 0.0000
N50 10.0000 5.9000 5.7485 0 17 0.0000 4.2515 1.0000 0.0000 0.0000 0.0000
N47 10.0000 5.0000 4.6777 0 16 0.0000 5.3223 1.0000 0.0000 0.0000 0.0000
N46 10.0000 4.4000 4.0849 0 17 0.0000 5.9151 1.0000 0.0000 0.0000 0.0000
N45 10.0000 3.9500 3.6168 0 17 0.0000 6.3832 1.0000 0.0000 0.0000 0.0000
N43 10.0000 9.4000 9.2204 0 15 0.0000 0.7796 1.0000 0.0000 0.0000 0.0000
N42 10.0000 7.5000 7.3259 0 16 0.0000 2.6741 1.0000 0.0000 0.0000 0.0000
N37 10.0000 7.4000 7.0636 0 15 0.0000 2.9364 1.0000 0.0000 0.0000 0.0000
N36 10.0000 6.1700 5.8373 0 18 0.0000 4.1627 1.0000 0.0000 0.0000 0.0000
N35 10.0000 5.6000 4.2796 0 17 0.0000 5.7204 1.0000 0.0000 0.0000 0.0000
N34 10.0000 4.5000 4.1719 0 19 0.0000 5.8281 1.0000 0.0000 0.0000 0.0000
N31 10.0000 7.8000 7.5216 0 15 0.0000 2.4784 1.0000 0.0000 0.0000 0.0000
N30 10.0000 6.0200 5.8371 0 18 0.0000 4.1629 1.0000 0.0000 0.0000 0.0000
N29 10.0000 6.8000 6.5284 0 15 0.0000 3.4716 1.0000 0.0000 0.0000 0.0000
N28 10.0000 8.7000 8.3767 0 15 0.0000 1.6233 1.0000 0.0000 0.0000 0.0000
N27 10.0000 7.1000 6.7258 0 15 0.0000 3.2742 1.0000 0.0000 0.0000 0.0000
N26 10.0000 6.9000 6.6931 0 15 0.0000 3.3069 1.0000 0.0000 0.0000 0.0000
N25 10.0000 5.2450 5.6589 0 16 0.4139 4.3411 1.0000 0.0000 0.0000 0.0000
N24 10.0000 3.3100 4.0884 0 19 0.7784 5.9116 1.0000 0.0000 0.0000 0.0000
N23 10.0000 5.0000 4.8246 0 15 0.0000 5.1754 1.0000 0.0000 0.0000 0.0000
N22 10.0000 3.9000 3.5076 0 19 0.0000 6.4924 1.0000 0.0000 0.0000 0.0000
N21 10.0000 3.5000 3.0541 0 17 0.0000 6.9459 1.0000 0.0000 0.0000 0.0000
N20 10.0000 7.3000 7.0210 0 13 0.0000 2.9790 1.0000 0.0000 0.0000 0.0000
N19 10.0000 6.4000 6.0065 0 14 0.0000 3.9935 1.0000 0.0000 0.0000 0.0000
N18 10.0000 3.5000 3.1996 0 15 0.0000 6.8004 1.0000 0.0000 0.0000 0.0000
N17 10.0000 3.4500 3.0530 0 17 0.0000 6.9470 1.0000 0.0000 0.0000 0.0000
N16 10.0000 2.4000 3.0625 0 17 0.6625 6.9375 1.0000 0.0000 0.0000 0.0000
N15 10.0000 2.0350 2.3207 0 17 0.2857 7.6793 1.0000 0.0000 0.0000 0.0000
N14B 10.0000 3.4900 3.0541 0 17 0.0000 6.9459 1.0000 0.0000 0.0000 0.0000
N14A 10.0000 3.3000 2.6188 0 18 0.0000 7.3812 1.0000 0.0000 0.0000 0.0000
N13 10.0000 3.5600 2.4877 0 18 0.0000 7.5123 1.0000 0.0000 0.0000 0.0000
N12 10.0000 3.3800 2.2980 0 20 0.0000 7.7020 1.0000 0.0000 0.0000 0.0000
N11 10.0000 3.3400 2.1132 0 21 0.0000 7.8868 1.0000 0.0000 0.0000 0.0000
N10 10.0000 4.9000 4.5156 0 15 0.0000 5.4844 1.0000 0.0000 0.0000 0.0000
N9 10.0000 3.9000 3.5154 0 15 0.0000 6.4846 1.0000 0.0000 0.0000 0.0000
N8 10.0000 3.4000 3.0400 0 15 0.0000 6.9600 1.0000 0.0000 0.0000 0.0000
N7 10.0000 5.3000 5.0256 0 15 0.0000 4.9744 1.0000 0.0000 0.0000 0.0000
N6 10.0000 4.8000 4.5524 0 15 0.0000 5.4476 1.0000 0.0000 0.0000 0.0000
N5 10.0000 4.6000 4.3156 0 15 0.0000 5.6844 1.0000 0.0000 0.0000 0.0000
N4 10.0000 3.2000 2.8164 0 15 0.0000 7.1836 1.0000 0.0000 0.0000 0.0000
N3 10.0000 3.1000 1.8514 0 17 0.0000 8.1486 1.0000 0.0000 0.0000 0.0000
N2 10.0000 3.0500 1.7934 0 16 0.0000 8.2066 1.0000 0.0000 0.0000 0.0000
N1 10.0000 2.9300 1.6751 0 16 0.0000 8.3249 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 0.0944 0 15 0.1765 0 14 0.0114 8.9216 7.0281 .1079 .1406
5047 2.8812 1.4600 200.0000 0.2751 0 17 0.4588 0 18 0.0955 5.7485 4.6777 .2425 .3885
5114b 3.5733 1.8108 200.0000 0.1384 0 3 0.4896 0 3 0.0387 4.8302 3.0541 .1510 .2706
4342 10.3858 1.3631 200.0000 0.0985 0 15 0.1762 0 15 0.0095 9.2204 7.3259 .1020 .1297
3736 14.9983 3.6090 400.0000 0.1132 0 15 0.7438 0 8 0.0075 7.0636 5.8371 .1591 .7929
3534 5.8173 1.4765 400.0000 0.3739 0 18 0.5186 0 17 0.0643 4.2796 4.1719 .1991 .1796
3422 6.0122 1.5213 400.0000 0.3551 0 19 0.4178 0 18 0.0591 4.1719 3.5076 .1796 .2691
3130 13.5508 2.2744 300.0000 0.1707 0 15 0.3813 0 12 0.0126 7.5216 5.8371 .0718 .4572
3024 0.4621 2.9058 450.0000 0.4521 0 26 2.9597 0 27 0.9783 5.8371 4.0884 3.638 2.729
3036 6.7857 1.4251 400.0000 0.2634 0 17 -0.1833 0 37 0.0388 5.8371 5.8373 .5429 .7933
2827 15.5945 3.7524 400.0000 0.1963 0 15 1.0042 0 15 0.0126 8.3767 6.7761 .1918 .1904
2726 18.5574 3.1124 300.0000 0.3144 0 15 0.1646 0 12 0.0169 6.7258 6.6931 .0859 .6437
2629 2.4524 0.5150 400.0000 0.2950 0 15 0.3280 0 15 0.1203 6.6931 6.5284 .4828 .3210
2930 11.6053 2.4373 400.0000 0.5849 0 15 0.9117 0 12 0.0504 6.5284 5.8371 .3210 .5429
2725 0.2218 2.0080 375.0000 0.2605 0 7 2.3946 0 7 1.1746 6.7258 5.6589 3.668 2.103
2524 0.2779 2.5163 375.0000 0.2545 0 8 2.4503 0 7 0.9156 5.6590 4.0884 2.104 3.275
2422 0.8401 2.9711 600.0000 0.6540 0 8 2.3046 0 8 0.7786 4.0884 3.5076 2.497 2.746
L575 4.4056 1.1111 300.0000 0.2970 0 15 0.4790 0 15 0.0674 4.8246 3.5076 .4153 .3588
2117 10.3655 2.0976 500.0000 0.1845 0 14 0.4469 0 13 0.0178 3.0541 3.0530 .1081 .2060
1714B 8.1188 0.9553 500.0000 -0.3572 0 23 -0.3221 0 24 -0.0440 3.0530 3.0541 .4060 .5083
1716 3.1532 3.6415 1050.000 2.0458 0 15 2.3332 0 15 0.6488 3.0530 3.0626 1.241 1.631
1615 0.7725 1.7486 750.0000 1.2100 0 17 2.7231 0 17 1.5663 3.0624 2.3206 2.296 1.480
1614A 0.7872 1.7819 750.0000 0.8418 0 15 1.8983 0 15 1.0693 3.0624 2.6188 1.883 1.358
4514B 28.0567 3.5017 450.0000 0.5117 0 17 0.9909 0 12 0.0182 3.6168 3.0541 .2595 .4536
4515 0.1942 2.7467 300.0000 0.1740 0 36 2.4320 0 36 0.8960 3.6168 2.3206 3.722 3.702
1502 0.6052 1.1322 825.0000 1.3645 0 17 2.6858 0 13 2.2545 2.3207 1.7934 1.346 .9011
14A13 16.6072 0.8411 1700.000 -1.2635 0 18 -0.4491 0 17 -0.0761 2.6188 2.4877 .4464 .5222
1312 15.7543 0.6101 1400.000 1.2624 0 18 0.4363 0 17 0.0801 2.4877 2.2980 .4484 .4414
1211 22.0747 0.6694 1700.000 1.2202 0 20 0.2703 0 12 0.0553 2.2980 2.1132 .3635 .4548
1103 34.9730 0.7240 2000.000 1.3378 0 22 0.3942 0 28 0.0383 2.1132 1.8514 .3866 .3757
0912 7.4604 1.8954 400.0000 0.0340 0 15 0.0295 0 15 0.0046 3.5154 2.2980 .0384 .7449
0908 0.1628 1.4741 375.0000 0.1336 0 12 1.1970 0 12 0.8208 3.5154 3.0400 2.707 2.773
0811 6.0914 1.5476 400.0000 0.1302 0 16 0.3400 0 16 0.0214 3.0400 2.1132 .0999 .2831
0804 0.2208 1.3886 450.0000 0.2457 0 18 1.5357 0 18 1.1125 3.0400 2.8164 2.311 2.480
0201 142.3584 2.9703 2000.000 3.5884 0 16 1.3683 0 25 0.0252 1.7934 1.6751 .3717 .3726
5248 8.1651 1.4277 200.0000 0.1416 0 17 0.2849 0 17 0.0173 7.0281 4.8212 .1406 .1062
4845 2.5500 1.2922 200.0000 0.2101 0 15 0.3027 0 8 0.0824 4.6444 3.6168 .2219 .5839
4250 11.5986 1.2184 200.0000 0.2055 0 16 0.1581 0 15 0.0177 7.3259 5.7485 .1297 .2425
5338 8.7547 1.3127 200.0000 0.1047 0 15 0.0887 0 14 0.0120 8.5220 6.0778 .1098 .3888
3851 5.0145 1.3130 200.0000 0.0000 0 0 0.0000 0 0 0.0000 6.0778 4.8196 .0000 .0000
4746o 17.3588 2.8540 400.0000 0.1817 0 16 0.8493 0 15 0.0105 4.6777 4.0849 .1943 .2122
4746u 0.1498 2.1194 300.0000 0.1017 0 15 1.4232 0 6 0.6789 4.6777 4.0849 3.592 3.616
4645o 15.8729 2.3953 400.0000 0.1831 0 17 0.5311 0 17 0.0115 4.0849 3.6168 .2122 .2920
4645u 0.1105 1.5637 300.0000 0.0989 0 16 1.3767 0 16 0.8949 4.0849 3.6168 3.616 3.722
3836o 9.9729 2.0945 400.0000 0.1241 0 20 0.1693 0 3 0.0124 6.0778 5.8373 .1944 .7933
3635o 35.6736 2.3986 400.0000 0.3572 0 18 0.4572 0 18 0.0100 5.8373 5.2655 .1683 .1636
2217o 14.0423 2.7133 500.0000 0.1576 0 20 0.7982 0 20 0.0112 3.5076 3.0569 .2153 .2138
2217u 0.6241 1.4127 750.0000 1.0048 0 24 2.2625 0 24 1.6099 3.5076 3.0530 2.196 1.737
2019o 11.6942 3.9474 300.0000 0.1219 0 14 0.6509 0 14 0.0104 7.0210 6.0185 .0700 .0615
2019u 0.6375 4.0085 450.0000 0.4161 0 16 2.6013 0 16 0.6527 7.0210 6.0065 2.268 3.347
1918o 18.5045 3.0423 400.0000 0.0007 0 14 0.0013 0 14 0.0000 6.0081 3.1996 .0203 .4989
1918u 0.9440 3.3387 600.0000 0.8457 0 14 2.9656 0 14 0.8959 6.0081 3.1996 2.513 2.165
1817o 9.1593 1.0777 500.0000 0.6114 0 15 0.5735 0 16 0.0667 3.1996 3.0941 .3991 .2883
1817u 0.5070 1.7932 600.0000 0.6064 0 10 2.1357 0 10 1.1960 3.1996 3.0530 2.165 2.171
1009o 8.3091 2.4754 300.0000 0.0000 0 0 0.0000 0 0 0.0000 4.5156 3.5154 .0000 .0000
1009u 0.2415 2.1864 375.0000 0.1756 0 15 1.6359 0 7 0.7270 4.5156 3.5154 2.441 2.707
0706o 7.2322 2.5895 300.0000 0.0701 0 15 0.3132 0 13 0.0097 5.0256 4.5524 .0852 .1746
0706u 0.1248 1.7661 300.0000 0.0875 0 9 1.2188 0 9 0.7005 5.0256 4.5524 3.418 3.508
0604o 9.6606 3.5628 300.0000 0.3189 0 15 0.9753 0 15 0.0330 4.5524 2.8520 .1746 .1732
0604u 0.3116 2.8210 375.0000 0.3085 0 20 2.7737 0 20 0.9902 4.5524 2.8164 2.806 2.977
0504o 8.6316 3.1840 300.0000 0.0376 0 15 0.4430 0 15 0.0044 4.3156 2.8164 .0519 .0546
0504u 0.1541 2.1802 300.0000 0.1344 0 11 1.8758 0 11 0.8719 4.3156 2.8164 3.385 3.721
0403o 9.0589 2.2976 400.0000 0.0287 0 15 0.2379 0 15 0.0032 2.8164 2.0074 .0409 .0185
0403u 1.9283 4.3647 750.0000 1.1757 0 14 2.7549 0 14 0.6097 2.8164 1.8514 1.488 1.001
0302o 2.9365 0.3239 300.0000 0.0278 0 17 0.1371 0 17 0.0095 1.8514 1.8198 .1047 .0326
0302u 3.2556 3.6173 600.0000 0.7008 0 17 0.7700 0 17 0.2153 1.8514 1.7934 1.252 1.239
14a14bo 75.9084 3.3944 500.0000 0.3539 0 17 0.3655 0 16 0.0047 3.0541 2.6188 .1283 .2377
14a14bu 0.1368 1.9347 300.0000 0.1438 0 32 2.0089 0 32 1.0514 3.0541 2.6188 4.180 3.396
FREE # 1 Undefnd Undefnd Undefn 3.6152 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 0.0157 0.5454 0.0043
5047 2.8889 17.1389 0.0000 339.9722 0.0607 0.6035 0.0287
5114b 3.6944 10.6944 0.0000 345.6111 0.0323 0.3194 0.0140
4342 0.1667 359.8333 0.0000 0.0000 0.0141 0.5612 0.0041
3736 0.1667 30.1875 0.0000 329.6458 0.1007 1.3598 0.0384
3534 3.2222 356.7778 0.0000 0.0000 0.0730 0.7267 0.0378
3422 3.2222 12.2500 0.0000 344.5278 0.0861 0.8599 0.0369
3130 0.1667 25.5556 0.0000 334.2778 0.0690 1.3839 0.0092
3024 0.1667 18.6518 0.0000 341.1815 0.1304 0.1639 3.3268
3036 6.8333 26.2361 326.9306 0.0000 0.1329 2.2477 0.0321
2827 0.1667 0.0000 0.0000 359.8333 0.0376 0.1956 0.0767
2726 347.5000 12.5000 0.0000 0.0000 0.0989 1.9920 0.0171
2629 0.2500 359.7500 0.0000 0.0000 0.0853 0.9007 0.0526
2930 0.2500 25.8333 0.0000 333.9167 0.0838 0.9206 0.1158
2725 0.1667 359.8333 0.0000 0.0000 0.1089 0.1139 2.1224
2524 0.1667 31.2976 0.0000 328.5357 0.1118 0.1149 1.9594
2422 0.1667 359.8333 0.0000 0.0000 0.1744 0.2906 3.2582
L575 0.1667 7.5000 0.0000 352.3333 0.0554 0.6201 0.0523
2117 2.0833 10.4167 0.0000 347.5000 0.0749 0.7467 0.0188
1714B 337.6111 11.8333 10.5556 0.0000 0.0999 1.9844 0.0532
1716 0.1667 357.2778 0.0000 2.5556 0.2938 0.8902 3.5090
1615 0.1667 359.8333 0.0000 0.0000 0.2281 0.4522 3.8504
1614A 3.5000 39.5000 317.0000 0.0000 0.2282 0.4614 2.2449
4514B 328.5944 19.6944 0.0000 11.7111 0.0735 1.1280 0.0877
4515 0.1667 359.8333 0.0000 0.0000 0.0839 0.0728 2.3940
1502 0.1667 359.8333 0.0000 0.0000 0.2345 0.5227 2.4196
14A13 118.2083 241.7917 0.0000 0.0000 0.3392 2.8220 0.3686
1312 118.1667 241.8333 0.0000 0.0000 0.3102 2.9300 0.2672
1211 4.8333 355.1667 0.0000 0.0000 0.3139 4.9207 0.1727
1103 0.1667 359.8333 0.0000 0.0000 0.3489 3.9725 0.2622
0912 353.9722 6.0278 0.0000 0.0000 0.1179 1.2188 0.0038
0908 0.1667 359.8333 0.0000 0.0000 0.1049 0.1136 1.2153
0811 352.3611 3.3056 0.0000 4.3333 0.0449 0.4452 0.0131
0804 0.1667 359.8333 0.0000 0.0000 0.1299 0.1646 1.3250
0201 0.1667 359.8333 0.0000 0.0000 0.3533 3.4976 0.8724
5248 0.1667 0.0000 0.0000 359.8333 0.0167 0.4992 0.0070
4845 3.3889 31.2361 0.0000 325.3750 0.0751 0.7511 0.0223
4250 0.1667 357.1111 0.0000 2.7222 0.0268 1.3382 0.0057
5338 0.1667 357.0833 0.0000 2.7500 0.0369 1.2896 0.0040
3851 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
4746o 342.1944 15.0792 0.0000 2.7264 0.0398 0.2239 0.0662
4746u 0.1667 359.8333 0.0000 0.0000 0.0839 0.0729 1.5227
4645o 341.5833 18.4167 0.0000 0.0000 0.0494 0.3453 0.0535
4645u 0.1667 359.8333 0.0000 0.0000 0.0839 0.0728 1.5129
3836o 2.9444 357.0556 0.0000 0.0000 0.0918 1.5156 0.0164
3635o 342.1944 0.0000 0.0000 17.8056 0.0293 0.7833 0.0303
2217o 347.6389 5.2222 0.0000 7.1389 0.0528 0.1976 0.0856
2217u 0.1667 359.8333 0.0000 0.0000 0.2138 0.4523 3.1105
2019o 357.4028 0.0000 0.0000 2.5972 0.0192 0.1894 0.0123
2019u 0.1667 359.8333 0.0000 0.0000 0.1348 0.1634 2.6222
1918o 358.8917 1.1083 0.0000 0.0000 0.0377 0.5801 0.0001
1918u 0.1667 359.8333 0.0000 0.0000 0.1679 0.2912 4.1399
1817o 345.3056 0.0000 0.0000 14.6944 0.0819 1.0690 0.0983
1817u 0.1667 359.8333 0.0000 0.0000 0.1824 0.2964 2.1864
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 0.1139 1.5181
0706o 350.4097 9.5903 0.0000 0.0000 0.0322 0.2265 0.0120
0706u 0.1667 359.8333 0.0000 0.0000 0.0899 0.0727 1.2420
0604o 348.1389 0.0000 0.0000 11.8611 0.0434 0.3272 0.0509
0604u 0.1667 359.8333 0.0000 0.0000 0.1049 0.1135 2.6336
0504o 354.7778 1.5833 0.0000 3.6389 0.0147 0.0857 0.0069
0504u 0.1667 359.8333 0.0000 0.0000 0.0839 0.0729 1.8333
0403o 357.4917 0.0000 0.0000 2.5083 0.0123 0.1209 0.0028
0403u 0.1667 359.8333 0.0000 0.0000 0.2229 0.4537 2.4320
0302o 353.8611 0.0000 0.0000 6.1389 0.0190 0.2029 0.0028
0302u 0.1667 359.8333 0.0000 0.0000 0.3108 0.9868 0.5749
14a14bo 346.8472 11.1667 0.0000 1.9861 0.0412 1.2539 0.0276
14a14bu 3.6667 356.3333 0.0000 0.0000 0.0852 0.0727 1.8886
*===========================================*
| 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 0.0042 91.6386 0.0002 0.9989 0.1576 0.0035 0.0972 2.9333
5047 0.0163 351.3915 0.0008 0.9829 1.0734 0.0101 0.1002 0.0350
5114b 0.0029 62.1248 0.0007 0.9776 1.0227 0.0036 0.0350 0.0350
4342 0.0041 89.0975 0.0003 0.9989 0.1863 0.0028 0.0856 2.9333
3736 0.0044 94.0292 0.0003 0.9989 0.9893 0.0172 0.2037 1.3037
3534 0.0078 169.1350 0.0009 0.9804 0.1916 0.0069 0.0682 0.0350
3422 0.0081 175.5409 0.0009 0.9804 0.4485 0.0077 0.0765 0.0450
3130 0.0062 134.3400 0.0004 0.9989 0.9008 0.0096 0.1928 2.2815
3024 0.0459 990.8853 0.0016 0.9989 1.5056 0.0460 0.0425 0.8474
3036 -0.0102 -221.0116 0.0021 0.9630 0.0025 0.0471 0.4981 0.0203
2827 0.0073 158.1134 0.0005 0.9989 1.3131 0.0068 0.0228 1.3037
2726 0.0053 114.0918 0.0007 0.0923 0.0269 0.0298 0.1305 0.0200
2629 0.0071 154.0212 0.0007 0.9989 0.1647 0.0161 0.0834 2.2815
2930 0.0192 413.9416 0.0016 0.9989 0.7026 0.0171 0.1240 1.3037
2725 0.0150 324.0732 0.0007 0.9989 1.2317 0.0278 0.0210 0.8474
2524 0.0148 319.2727 0.0008 0.9985 1.7443 0.0265 0.0199 0.6982
2422 0.0609 1315.8308 0.0022 0.9989 0.8808 0.0613 0.0741 0.8474
L575 0.0109 236.3621 0.0007 0.9989 0.5997 0.0104 0.0750 2.9333
2117 0.0063 135.6006 0.0006 0.9889 0.9184 0.0074 0.0737 0.0200
1714B -0.0089 -192.2083 0.0011 0.1642 0.0001 0.0118 0.1728 0.0206
1716 0.1478 3192.4594 0.0055 0.9989 1.0662 0.0857 0.1819 See the original
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