Original source · versioned page text
e10y25m.out
From the archive XPXtrm.zip, inside Further information re: stormwater modelling - REC17/0011. File date in the archive: 2017-10-09 17:51.
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 40.0000
N53 50.0000 50.0000 0.0000
N52 50.0000 50.0000 0.0000
N38 1.6428 4.1071 0.0000
N51 2.0977 5.2443 25.0000
N48 1.8398 4.5994 25.0000
N50 1.5680 3.9200 30.0000
N47 0.7735 1.9338 325.0000
N46 1.1854 2.9635 25.0000
N45 0.7298 1.8244 19235.0000
N43 50.0000 50.0000 0.0000
N42 50.0000 50.0000 0.0000
N37 26.7533 50.0000 0.0000
N36 1.2668 3.1670 15.0000
N35 2.0421 5.1054 0.0000
N34 50.0000 50.0000 0.0000
N31 18.4590 46.1476 0.0000
N30 0.1546 0.3865 25.0000
N29 32.9717 50.0000 0.0000
N28 16.4081 41.0202 0.0000
N27 2.1176 5.2940 350.0000
N26 47.6090 50.0000 0.0000
N25 2.0484 5.1211 15.0000
N24 0.9547 2.3867 30.0000
N23 6.9493 17.3733 0.0000
N22 0.4079 1.0197 125.0000
N21 1.2012 3.0031 75.0000
N20 0.3641 0.9102 35.0000
N19 0.3074 0.7684 250.0000
N18 1.0393 2.5983 40.0000
N17 1.3474 3.3685 0.0000
N16 1.8175 4.5437 25.0000
N15 7.0664 17.6660 0.0000
N14B 0.3628 0.9070 400.0000
N14A 5.1881 12.9701 0.0000
N13 12.4443 31.1107 0.0000
N12 24.5919 50.0000 0.0000
N11 17.8623 44.6558 0.0000
N10 0.9466 2.3666 175.0000
N9 0.9848 2.4620 65.0000
N8 0.4715 1.1786 65.0000
N7 1.3165 3.2914 75.0000
N6 0.8796 2.1989 20.0000
N5 0.9762 2.4405 105.0000
N4 0.6122 1.5305 5.0000
N3 25.1540 50.0000 0.0000
N2 26.5230 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 3.5833 -0.0007 0.0275 Normal Soln
5047 35.7554 35.7554 50.0000 0.0000 0.0068 0.2386 Normal Soln
5114b 50.0000 50.0000 50.0000 0.0000 0.0413 0.0609 Normal Soln
4342 50.0000 50.0000 50.0000 0.0000 -0.0009 0.0229 Normal Soln
3736 37.0711 37.0711 50.0000 0.0000 -0.0017 0.0178 Normal Soln
3534 5.7117 5.7117 14.5052 0.0000 0.0135 0.2689 Normal Soln
3422 23.2388 23.2388 50.0000 0.0000 0.0162 0.2550 Normal Soln
3130 50.0000 50.0000 50.0000 0.0000 0.0027 0.0310 Normal Soln
3024 7.3593 7.3593 17.2243 0.0000 -0.0181 2.2788 Normal Soln
3036 12.3715 12.3715 50.0000 0.0000 0.0163 0.3605 Normal Soln
2827 29.8382 29.8382 47.8548 0.0000 -0.0020 0.0294 Normal Soln
2726 8.1084 8.1084 50.0000 0.0000 -0.0065 0.0437 Normal Soln
2629 33.2113 33.2113 50.0000 0.0000 -0.0026 0.3264 Normal Soln
2930 27.7620 27.7620 50.0000 0.0000 0.0058 0.1282 Normal Soln
2725 4.9547 4.9547 12.4217 0.0000 0.0042 2.3811 Normal Soln
2524 14.6210 14.6210 32.7197 0.0000 -0.0046 1.9642 Normal Soln
2422 6.3411 6.3411 16.9068 0.0000 -0.0428 2.1203 Normal Soln
L575 46.6706 46.6706 50.0000 0.0000 -0.0103 0.1757 Normal Soln
2117 8.6916 8.6916 21.6124 0.0000 0.0055 0.0522 Normal Soln
1714B 21.8415 21.8415 50.0000 0.0000 0.0063 0.2397 Normal Soln
1716 4.6266 4.6266 12.6790 0.0000 -0.0289 1.4054 Normal Soln
1615 3.9258 3.9258 9.8761 0.0000 0.0324 3.3682 Normal Soln
1614A 1.7756 1.7756 5.2550 20.0000 -0.0139 3.0488 Normal Soln
4514B 14.6787 14.6787 24.4640 0.0000 -0.0099 0.0567 Normal Soln
4515 5.6943 5.6943 13.1480 0.0000 0.0100 2.0467 Normal Soln
1502 15.1843 15.1843 33.4305 0.0000 0.0180 4.5592 Normal Soln
14A13 4.1143 4.1143 20.7094 0.0000 -0.0128 0.2263 Normal Soln
1312 6.2481 6.2481 29.9128 0.0000 0.0135 0.2328 Normal Soln
1211 16.7379 16.7379 50.0000 0.0000 -0.0086 0.1587 Normal Soln
1103 15.7368 15.7368 50.0000 0.0000 -0.0079 0.1051 Normal Soln
0912 30.1581 30.1581 50.0000 0.0000 -0.0018 0.0153 Normal Soln
0908 11.4085 11.4085 41.7025 0.0000 -0.0029 2.2978 Normal Soln
0811 42.3132 42.3132 50.0000 0.0000 0.0037 0.0569 Normal Soln
0804 10.7797 10.7797 33.2032 0.0000 0.0059 3.1315 Normal Soln
0201 3.0587 3.0587 7.3217 324.1667 -0.2945 0.1061 Normal Soln
5248 50.0000 50.0000 50.0000 0.0000 0.0011 0.0545 Normal Soln
4845 48.9449 48.9449 50.0000 0.0000 0.0242 0.2095 Normal Soln
4250 50.0000 50.0000 50.0000 0.0000 0.0013 0.0426 Normal Soln
5338 50.0000 50.0000 50.0000 0.0000 0.0012 0.0286 Normal Soln
3851 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
4746o 15.5836 15.5836 26.8501 0.0000 0.0039 0.0318 Normal Soln
4746u 5.3301 5.3301 17.6512 0.0000 -0.0040 1.8092 Normal Soln
4645o 24.5967 24.5967 50.0000 0.0000 0.0040 0.0347 Normal Soln
4645u 7.0106 7.0106 23.9696 0.0000 0.0053 2.6595 Normal Soln
3836o 32.1554 32.1554 50.0000 0.0000 0.0014 0.0289 Normal Soln
3635o 17.9072 17.9072 38.1554 0.0000 0.0181 0.0434 Normal Soln
2217o 18.2963 18.2963 33.8689 0.0000 0.0055 0.0679 Normal Soln
2217u 5.6004 5.6004 15.4256 0.0000 -0.0553 4.1866 Normal Soln
2019o 23.8059 23.8059 39.5904 0.0000 0.0195 0.0345 Normal Soln
2019u 5.1190 5.1190 11.2540 0.0000 0.0185 1.6327 Normal Soln
1918o 50.0000 50.0000 50.0000 0.0000 0.0012 0.0028 Normal Soln
1918u 16.0517 16.0517 37.0097 0.0000 -0.0164 2.0670 Normal Soln
1817o 14.7470 14.7470 38.1288 0.0000 0.0075 0.1545 Normal Soln
1817u 4.0339 4.0339 10.2854 0.0000 -0.0154 3.6424 Normal Soln
1009o 50.0000 50.0000 50.0000 0.0000 -0.0015 0.0040 Normal Soln
1009u 10.3995 10.3995 30.1977 0.0000 -0.0061 1.6980 Normal Soln
0706o 31.1031 31.1031 50.0000 0.0000 0.0104 0.0295 Normal Soln
0706u 6.7934 6.7934 24.2662 0.0000 0.0017 1.9619 Normal Soln
0604o 32.2256 32.2256 50.0000 0.0000 -0.0032 0.0889 Normal Soln
0604u 9.6573 9.6573 20.6351 0.0000 0.0045 2.2260 Normal Soln
0504o 50.0000 50.0000 50.0000 0.0000 0.0083 0.0163 Normal Soln
0504u 12.4547 12.4547 33.6761 0.0000 -0.0188 1.9875 Normal Soln
0403o 16.9922 16.9922 37.3748 0.0000 -0.0043 0.0478 Normal Soln
0403u 3.2893 3.2893 7.1648 0.0000 -0.0202 1.2431 Normal Soln
0302o 9.7962 9.7962 30.5126 0.0000 0.0048 0.2340 Normal Soln
0302u 2.7505 2.7505 11.9581 0.0000 -0.0081 0.5613 Normal Soln
14a14bo 8.0300 8.0300 25.8389 0.0000 0.0106 0.0277 Normal Soln
14a14bu 1.8716 1.8716 4.9514 12.2500 0.0116 3.0218 Normal Soln
The conduit with the smallest time step limitation was..0201
The conduit with the largest wobble was.................1502
The conduit with the largest flow change in any
consecutive time step...................................0201
*==================================================*
| Table E6. Final Model Condition |
| This table is used for steady state |
| flow comparison and is the information|
| saved to the hot-restart file. |
| Final Time = 6.001 hours |
*==================================================*
Junction / Depth / Elevation ===> "*" Junction is Surcharged.
N54/ 0.00 / 8.90/ N53/ 0.00 / 8.50/ N52/ 0.00 / 7.00/
N38/ 1.00 / 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/ 0.15 /
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/ 1.79 / 1716/ 0.41 /
1615/ 0.29 / 1614A/ 0.33 / 4514B/ 0.14 /
4515/ 0.14 / 1502/ 0.32 / 14A13/ 0.18 /
1312/ 0.00 / 1211/ 0.03 / 1103/ 0.09 /
0912/ 0.28 / 0908/ 0.15 / 0811/ 0.25 /
0804/ 0.18 / 0201/ 0.24 / 5248/ 0.27 /
4845/ 0.19 / 4250/ 0.32 / 5338/ 1.38 /
3851/ 0.03 / 4746o/ 0.06 / 4746u/ 0.12 /
4645o/ 0.03 / 4645u/ 0.12 / 3836o/ 3.21 /
3635o/ 0.00 / 2217o/ 0.18 / 2217u/ 0.29 /
2019o/ 0.39 / 2019u/ 0.18 / 1918o/ 0.01 /
1918u/ 0.24 / 1817o/ 0.08 / 1817u/ 0.24 /
1009o/ 0.00 / 1009u/ 0.15 / 0706o/ 0.01 /
0706u/ 0.12 / 0604o/ 0.05 / 0604u/ 0.15 /
0504o/ 0.29 / 0504u/ 0.12 / 0403o/ 0.59 /
0403u/ 0.29 / 0302o/ 0.18 / 0302u/ 1.50 /
14a14bo/ 0.00 / 14a14bu/ 0.17 /
Junction/ EGL
N54/ 0.00 / N53/ 0.00 / N52/ 0.00 /
N38/ 1.00 / N51/ 1.00 / N48/ 1.20 /
N50/ 1.00 / N47/ 1.00 / N46/ 0.00 /
N45/ 1.00 / N43/ 0.00 / N42/ 0.00 /
N37/ 0.00 / N36/ 1.15 / N35/ 1.00 /
N34/ 0.00 / N31/ 0.00 / N30/ 1.50 /
N29/ 0.00 / N28/ 0.00 / N27/ 1.35 /
N26/ 0.01 / N25/ 0.00 / N24/ 0.28 /
N23/ 0.00 / N22/ 1.54 / N21/ 1.00 /
N20/ 0.00 / N19/ 0.01 / N18/ 0.01 /
N17/ 1.20 / N16/ 0.02 / N15/ 0.03 /
N14B/ 1.20 / N14A/ 0.05 / N13/ 0.00 /
N12/ 0.00 / N11/ 0.01 / N10/ 0.00 /
N9/ 0.00 / N8/ 0.00 / N7/ 0.00 /
N6/ 0.00 / N5/ 0.00 / N4/ 0.01 /
N3/ 0.00 / N2/ 0.02 / 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/ 1.05 /
N50/ 1.05 / N47/ 1.09 / N46/ 1.10 /
N45/ 1.15 / N43/ 0.02 / N42/ 0.03 /
N37/ 0.07 / N36/ 1.38 / N35/ 1.12 /
N34/ 0.11 / N31/ 0.02 / N30/ 1.65 /
N29/ 0.14 / N28/ 0.08 / N27/ 1.38 /
N26/ 0.22 / N25/ 0.81 / N24/ 1.55 /
N23/ 0.13 / N22/ 1.71 / N21/ 1.09 /
N20/ 1.03 / N19/ 1.54 / N18/ 1.31 /
N17/ 1.34 / N16/ 1.77 / N15/ 1.16 /
N14B/ 1.29 / N14A/ 1.13 / N13/ 0.74 /
N12/ 0.69 / N11/ 0.87 / N10/ 1.01 /
N9/ 1.02 / N8/ 1.05 / N7/ 1.03 /
N6/ 1.06 / N5/ 1.02 / N4/ 1.15 /
N3/ 0.81 / N2/ 0.79 / N1/ 0.80 /
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/ 0.13 / 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........ 7214
Total number of time steps during simulation.... 5395
Ratio of actual # of time steps / NTCYC......... 1.249
Average number of iterations per time step...... 1.337
Average time step size(seconds)................ 4.004
Smallest time step size(seconds)................ 0.500
Largest time step size(seconds)................ 5.000
Average minimum Conduit Courant time step (sec). 4.681
Average minimum implicit time step (sec)........ 1.335
Average minimum junction time step (sec)........ 1.335
Average Courant Factor Tf....................... 1.335
Number of times omega reduced................... 105
*=========================================================*
| 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 1.11 5971 0 5 0 0 0
N53 0 1.11 6014 0 5 0 0 0
N52 0 1.21 6502 0 8 0 0 0
N38 0 1.11 5996 1 14 1 0 0
N51 0 1.06 5723 0 26 1 1 0
N48 0 1.26 6799 1 23 1 0 0
N50 0 1.28 6892 1 19 1 0 0
N47 0 1.33 7177 0 15 1 0 0
N46 0 1.37 7366 1 7 0 0 0
N45 0 1.50 8094 1 16 3 0 0
N43 0 1.11 5964 0 6 0 0 0
N42 0 1.25 6725 0 8 0 0 0
N37 0 1.10 5932 0 6 0 0 0
N36 0 1.56 8412 0 10 2 0 0
N35 0 1.36 7323 1 19 1 0 0
N34 0 1.28 6884 1 16 1 0 0
N31 0 1.15 6186 1 8 0 0 0
N30 0 1.57 8448 1 20 3 0 0
N29 0 1.39 7523 0 7 0 0 0
N28 0 1.15 6185 2 7 0 0 0
N27 0 1.44 7743 2 19 2 0 0
N26 0 1.30 7037 0 6 0 0 0
N25 0 1.21 6513 0 8 0 0 0
N24 0 1.32 7106 4 14 1 0 0
N23 0 1.24 6703 0 7 0 0 0
N22 0 1.51 8172 26 15 3 0 0
N21 0 1.27 6848 1 20 1 0 0
N20 0 1.29 6963 0 10 1 0 0
N19 0 1.44 7747 0 12 3 0 0
N18 0 1.56 8427 1 10 1 0 0
N17 0 1.85 9987 4 12 2 0 0
N16 0 1.51 8137 0 11 6 0 0
N15 0 1.30 6991 1 8 0 0 0
N14B 0 1.73 9339 2 18 3 0 0
N14A 0 1.62 8749 8 15 21 0 0
N13 0 1.51 8170 0 7 0 0 0
N12 0 1.44 7760 0 7 0 0 0
N11 0 1.51 8133 0 11 1 0 0
N10 0 1.14 6148 0 5 0 0 0
N9 0 1.28 6915 0 6 0 0 0
N8 0 1.36 7316 0 6 0 0 0
N7 0 1.18 6342 1 12 1 0 0
N6 0 1.45 7802 10 23 2 0 0
N5 0 1.17 6309 1 19 1 0 0
N4 0 1.62 8724 3 18 1 0 0
N3 0 1.86 10043 1 9 0 0 0
N2 0 1.73 9339 1 9 0 0 0
N1 0 1.58 8513 28 24 13 0 0
Total number of iterations for all junctions.. 354092
Minimum number of possible iterations......... 258960
Efficiency of the simulation.................. 1.37
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 8.9230 0 15 0.0000 1.0770 1.0000 0.0000 0.0000 0.0000
N53 10.0000 8.7000 8.5235 0 15 0.0000 1.4765 1.0000 0.0000 0.0000 0.0000
N52 10.0000 7.2000 7.0305 0 17 0.0000 2.9695 1.0000 0.0000 0.0000 0.0000
N38 10.0000 6.4000 6.0822 0 19 0.0000 3.9178 1.0000 0.0000 0.0000 0.0000
N51 10.0000 5.0000 4.8210 0 15 0.0000 5.1790 1.0000 0.0000 0.0000 0.0000
N48 10.0000 5.0000 4.6504 0 15 0.0000 5.3496 1.0000 0.0000 0.0000 0.0000
N50 10.0000 5.9000 5.7546 0 17 0.0000 4.2454 1.0000 0.0000 0.0000 0.0000
N47 10.0000 5.0000 4.6909 0 15 0.0000 5.3091 1.0000 0.0000 0.0000 0.0000
N46 10.0000 4.4000 4.0991 0 16 0.0000 5.9009 1.0000 0.0000 0.0000 0.0000
N45 10.0000 3.9500 3.6470 0 18 0.0000 6.3530 1.0000 0.0000 0.0000 0.0000
N43 10.0000 9.4000 9.2216 0 15 0.0000 0.7784 1.0000 0.0000 0.0000 0.0000
N42 10.0000 7.5000 7.3279 0 15 0.0000 2.6721 1.0000 0.0000 0.0000 0.0000
N37 10.0000 7.4000 7.0677 0 15 0.0000 2.9323 1.0000 0.0000 0.0000 0.0000
N36 10.0000 6.1700 5.8515 0 16 0.0000 4.1485 1.0000 0.0000 0.0000 0.0000
N35 10.0000 5.6000 4.3198 0 16 0.0000 5.6802 1.0000 0.0000 0.0000 0.0000
N34 10.0000 4.5000 4.2136 0 17 0.0000 5.7864 1.0000 0.0000 0.0000 0.0000
N31 10.0000 7.8000 7.5236 0 15 0.0000 2.4764 1.0000 0.0000 0.0000 0.0000
N30 10.0000 6.0200 5.8533 0 16 0.0000 4.1467 1.0000 0.0000 0.0000 0.0000
N29 10.0000 6.8000 6.5407 0 15 0.0000 3.4593 1.0000 0.0000 0.0000 0.0000
N28 10.0000 8.7000 8.3812 0 15 0.0000 1.6188 1.0000 0.0000 0.0000 0.0000
N27 10.0000 7.1000 6.7300 0 15 0.0000 3.2700 1.0000 0.0000 0.0000 0.0000
N26 10.0000 6.9000 6.7161 0 15 0.0000 3.2839 1.0000 0.0000 0.0000 0.0000
N25 10.0000 5.2450 5.6826 0 18 0.4376 4.3174 1.0000 0.0000 0.0000 0.0000
N24 10.0000 3.3100 4.1415 0 19 0.8315 5.8585 1.0000 0.0000 0.0000 0.0000
N23 10.0000 5.0000 4.8318 0 15 0.0000 5.1682 1.0000 0.0000 0.0000 0.0000
N22 10.0000 3.9000 3.5743 0 19 0.0000 6.4257 1.0000 0.0000 0.0000 0.0000
N21 10.0000 3.5000 3.0944 0 18 0.0000 6.9056 1.0000 0.0000 0.0000 0.0000
N20 10.0000 7.3000 7.0260 0 15 0.0000 2.9740 1.0000 0.0000 0.0000 0.0000
N19 10.0000 6.4000 6.0360 0 15 0.0000 3.9640 1.0000 0.0000 0.0000 0.0000
N18 10.0000 3.5000 3.2116 0 16 0.0000 6.7884 1.0000 0.0000 0.0000 0.0000
N17 10.0000 3.4500 3.0940 0 18 0.0000 6.9060 1.0000 0.0000 0.0000 0.0000
N16 10.0000 2.4000 3.1120 0 17 0.7120 6.8880 1.0000 0.0000 0.0000 0.0000
N15 10.0000 2.0350 2.3668 0 17 0.3318 7.6332 1.0000 0.0000 0.0000 0.0000
N14B 10.0000 3.4900 3.0859 0 18 0.0000 6.9141 1.0000 0.0000 0.0000 0.0000
N14A 10.0000 3.3000 2.7322 0 19 0.0000 7.2678 1.0000 0.0000 0.0000 0.0000
N13 10.0000 3.5600 2.5979 0 19 0.0000 7.4021 1.0000 0.0000 0.0000 0.0000
N12 10.0000 3.3800 2.3690 0 20 0.0000 7.6310 1.0000 0.0000 0.0000 0.0000
N11 10.0000 3.3400 2.2056 0 22 0.0000 7.7944 1.0000 0.0000 0.0000 0.0000
N10 10.0000 4.9000 4.6098 0 15 0.0000 5.3902 1.0000 0.0000 0.0000 0.0000
N9 10.0000 3.9000 3.5210 0 15 0.0000 6.4790 1.0000 0.0000 0.0000 0.0000
N8 10.0000 3.4000 3.0461 0 15 0.0000 6.9539 1.0000 0.0000 0.0000 0.0000
N7 10.0000 5.3000 5.0310 0 15 0.0000 4.9690 1.0000 0.0000 0.0000 0.0000
N6 10.0000 4.8000 4.5623 0 15 0.0000 5.4377 1.0000 0.0000 0.0000 0.0000
N5 10.0000 4.6000 4.3228 0 15 0.0000 5.6772 1.0000 0.0000 0.0000 0.0000
N4 10.0000 3.2000 2.8463 0 15 0.0000 7.1537 1.0000 0.0000 0.0000 0.0000
N3 10.0000 3.1000 1.9064 0 17 0.0000 8.0936 1.0000 0.0000 0.0000 0.0000
N2 10.0000 3.0500 1.8415 0 17 0.0000 8.1585 1.0000 0.0000 0.0000 0.0000
N1 10.0000 2.9300 1.7252 0 17 0.0000 8.2748 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 0.1126 0 15 0.1870 0 14 0.0136 8.9230 7.0305 .1151 .1524
5047 2.8812 1.4600 200.0000 0.3349 0 17 0.4883 0 18 0.1162 5.7546 4.6909 .2729 .4544
5114b 3.5733 1.8108 200.0000 0.0849 0 15 0.3986 0 13 0.0238 4.8210 3.0859 .1051 .4293
4342 10.3858 1.3631 200.0000 0.1166 0 15 0.1874 0 15 0.0112 9.2216 7.3279 .1082 .1396
3736 14.9983 3.6090 400.0000 0.1315 0 15 0.7455 0 7 0.0088 7.0677 5.8533 .1691 .8332
3534 5.8173 1.4765 400.0000 0.7796 0 17 0.6896 0 16 0.1340 4.3198 4.2136 .2996 .2841
3422 6.0122 1.5213 400.0000 0.7592 0 17 0.5769 0 17 0.1263 4.2136 3.5743 .2841 .4358
3130 13.5508 2.2744 300.0000 0.1985 0 15 0.3863 0 10 0.0146 7.5236 5.8533 .0787 .5109
3024 0.4621 2.9058 450.0000 0.4512 0 28 2.9609 0 28 0.9764 5.8533 4.1415 3.674 2.847
3036 6.7857 1.4251 400.0000 0.6324 0 16 0.2610 0 16 0.0932 5.8533 5.8515 .5832 .8287
2827 15.5945 3.7524 400.0000 0.2285 0 15 1.0449 0 15 0.0147 8.3812 6.7810 .2029 .2025
2726 18.5574 3.1124 300.0000 0.4053 0 15 0.1876 0 8 0.0218 6.7300 6.7161 .1001 .7203
2629 2.4524 0.5150 400.0000 0.4000 0 15 0.3630 0 15 0.1631 6.7161 6.5407 .5402 .3517
2930 11.6053 2.4373 400.0000 0.7434 0 15 0.9308 0 11 0.0641 6.5407 5.8533 .3517 .5832
2725 0.2218 2.0080 375.0000 0.2606 0 7 2.4151 0 6 1.1751 6.7300 5.6826 3.680 2.166
2524 0.2779 2.5163 375.0000 0.2520 0 7 2.4507 0 7 0.9068 5.6825 4.1415 2.166 3.417
2422 0.8401 2.9711 600.0000 0.6548 0 8 2.3068 0 27 0.7794 4.1419 3.5743 2.586 2.857
L575 4.4056 1.1111 300.0000 0.3832 0 15 0.5089 0 15 0.0870 4.8318 3.5743 .4395 .5811
2117 10.3655 2.0976 500.0000 0.2046 0 12 0.4632 0 12 0.0197 3.0944 3.0940 .1889 .2880
1714B 8.1188 0.9553 500.0000 0.5210 0 18 -0.3251 0 26 0.0642 3.0940 3.0859 .4880 .5717
1716 3.1532 3.6415 1050.000 2.0544 0 15 2.3662 0 15 0.6515 3.0940 3.1120 1.280 1.678
1615 0.7725 1.7486 750.0000 1.2150 0 15 2.7339 0 15 1.5728 3.1141 2.3668 2.365 1.542
1614A 0.7872 1.7819 750.0000 0.8438 0 13 1.9030 0 13 1.0719 3.1141 2.7322 1.952 1.509
4514B 28.0567 3.5017 450.0000 0.6142 0 18 0.9851 0 11 0.0219 3.6470 3.0859 .3266 .5241
4515 0.1942 2.7467 300.0000 0.1741 0 37 2.4338 0 37 0.8967 3.6470 2.3668 3.823 3.856
1502 0.6052 1.1322 825.0000 1.3662 0 15 2.6926 0 12 2.2574 2.3668 1.8415 1.402 .9594
14A13 16.6072 0.8411 1700.000 -1.8247 0 19 -0.4829 0 17 -0.1099 2.7322 2.5979 .5131 .5870
1312 15.7543 0.6101 1400.000 1.8145 0 19 0.4680 0 16 0.1152 2.5979 2.3690 .5271 .4922
1211 22.0747 0.6694 1700.000 1.7507 0 20 0.2851 0 20 0.0793 2.3690 2.2056 .4053 .5092
1103 34.9730 0.7240 2000.000 1.8283 0 22 0.4007 0 30 0.0523 2.2056 1.9064 .4328 .4032
0912 7.4604 1.8954 400.0000 0.0572 0 15 0.0425 0 15 0.0077 3.5210 2.3690 .0524 .9226
0908 0.1628 1.4741 375.0000 0.1338 0 10 1.1990 0 10 0.8221 3.5210 3.0461 2.722 2.789
0811 6.0914 1.5476 400.0000 0.1730 0 15 0.3800 0 14 0.0284 3.0461 2.2056 .1152 .5139
0804 0.2208 1.3886 450.0000 0.2417 0 19 1.5110 0 19 1.0947 3.0461 2.8463 2.324 2.547
0201 142.3584 2.9703 2000.000 4.0569 0 17 1.3664 0 29 0.0285 1.8415 1.7252 .3957 .3976
5248 8.1651 1.4277 200.0000 0.1755 0 17 0.3105 0 17 0.0215 7.0305 4.8235 .1524 .1174
4845 2.5500 1.2922 200.0000 0.2597 0 15 0.3099 0 15 0.1018 4.6504 3.6470 .2521 .7348
4250 11.5986 1.2184 200.0000 0.2469 0 16 0.1653 0 15 0.0213 7.3279 5.7546 .1396 .2729
5338 8.7547 1.3127 200.0000 0.1248 0 15 0.1060 0 12 0.0143 8.5235 6.0822 .1173 .4110
3851 5.0145 1.3130 200.0000 0.0000 0 0 0.0000 0 0 0.0000 6.0822 4.8210 .0000 .0000
4746o 17.3588 2.8540 400.0000 0.2763 0 15 0.9312 0 15 0.0159 4.6909 4.0991 .2272 .2477
4746u 0.1498 2.1194 300.0000 0.1018 0 14 1.4163 0 14 0.6793 4.6909 4.0991 3.636 3.663
4645o 15.8729 2.3953 400.0000 0.2757 0 16 0.5959 0 15 0.0174 4.0991 3.6470 .2477 .3674
4645u 0.1105 1.5637 300.0000 0.0990 0 15 1.3768 0 15 0.8956 4.0991 3.6470 3.663 3.823
3836o 9.9729 2.0945 400.0000 0.1430 0 20 0.1040 0 40 0.0143 6.0822 5.8515 .2055 .8287
3635o 35.6736 2.3986 400.0000 0.7597 0 17 0.5242 0 17 0.0213 5.8515 5.2764 .2037 .1910
2217o 14.0423 2.7133 500.0000 0.4773 0 19 1.0372 0 22 0.0340 3.5743 3.1243 .3486 .3486
2217u 0.6241 1.4127 750.0000 1.0078 0 26 2.2690 0 26 1.6147 3.5743 3.0940 2.285 1.792
2019o 11.6942 3.9474 300.0000 0.2042 0 15 0.7609 0 14 0.0175 7.0260 6.0360 .0868 .1200
2019u 0.6375 4.0085 450.0000 0.4262 0 18 2.6657 0 18 0.6686 7.0260 6.0360 2.280 3.413
1918o 18.5045 3.0423 400.0000 0.0257 0 15 0.0352 0 15 0.0014 6.0360 3.2116 .0900 .5291
1918u 0.9440 3.3387 600.0000 0.8478 0 15 2.9722 0 15 0.8981 6.0360 3.2116 2.560 2.186
1817o 9.1593 1.0777 500.0000 0.7077 0 17 0.5773 0 18 0.0773 3.2116 3.1062 .4233 .3124
1817u 0.5070 1.7932 600.0000 0.6077 0 9 2.1412 0 9 1.1987 3.2116 3.0940 2.186 2.240
1009o 8.3091 2.9992 300.0000 0.0166 0 15 0.2097 0 15 0.0020 4.6098 3.5210 .0328 .0699
1009u 0.2415 2.1864 375.0000 0.1836 0 15 1.6562 0 7 0.7604 4.6098 3.5210 2.692 2.722
0706o 7.2322 2.5854 300.0000 0.0967 0 15 0.3866 0 8 0.0134 5.0310 4.5623 .1034 .2078
0706u 0.1248 1.7661 300.0000 0.0887 0 8 1.2363 0 8 0.7106 5.0310 4.5623 3.436 3.541
0604o 9.6606 3.5640 300.0000 0.4303 0 15 1.0645 0 15 0.0445 4.5623 2.8621 .2078 .2070
0604u 0.3116 2.8210 375.0000 0.3073 0 21 2.7623 0 21 0.9863 4.5623 2.8463 2.832 3.056
0504o 8.6316 3.1554 300.0000 0.0696 0 15 0.4760 0 13 0.0081 4.3228 2.8463 .0761 .1543
0504u 0.1541 2.1802 300.0000 0.1341 0 10 1.8721 0 10 0.8702 4.3228 2.8463 3.409 3.821
0403o 9.0589 2.2976 400.0000 0.2208 0 15 0.5352 0 15 0.0244 2.8463 2.0369 .1157 .0923
0403u 1.9283 4.3647 750.0000 1.1817 0 12 2.7930 0 12 0.6128 2.8463 1.9064 1.528 1.075
0302o 2.9365 0.3240 300.0000 0.3436 0 17 0.3277 0 18 0.1170 1.9064 1.8619 .2880 .1728
0302u 3.2556 3.6173 600.0000 0.7538 0 22 0.8363 0 22 0.2315 1.9064 1.8415 1.344 1.319
14a14bo 75.9084 3.3944 500.0000 1.0323 0 18 0.3870 0 14 0.0136 3.0859 2.7322 .1917 .4644
14a14bu 0.1368 1.9347 300.0000 0.1446 0 32 2.0196 0 32 1.0571 3.0859 2.7322 4.286 3.774
FREE # 1 Undefnd Undefnd Undefn 4.0914 0 17
*==================================================*
| 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 0.0176 0.6115 0.0049
5047 2.6250 19.2222 0.0000 338.1528 0.0695 0.6926 0.0349
5114b 3.2778 15.0000 0.0000 341.7222 0.0458 0.4558 0.0091
4342 0.1667 359.8333 0.0000 0.0000 0.0157 0.6239 0.0046
3736 0.1667 32.5667 0.0000 327.2667 0.1110 1.4932 0.0388
3534 2.9444 357.0556 0.0000 0.0000 0.1134 1.1375 0.0791
3422 2.9444 16.0000 0.0000 341.0556 0.1344 1.3570 0.0786
3130 0.1667 27.9583 0.0000 331.8750 0.0795 1.5961 0.0108
3024 0.1667 20.9107 0.0000 338.9226 0.1304 0.1639 3.3692
3036 6.2917 28.9444 324.7639 0.0000 0.1417 2.4659 0.0730
2827 0.1667 0.0000 0.0000 359.8333 0.0399 0.2189 0.0846
2726 345.5486 14.4514 0.0000 0.0000 0.1114 2.2495 0.0221
2629 0.2500 359.7500 0.0000 0.0000 0.0955 1.1034 0.0647
2930 0.2500 27.9861 0.0000 331.7639 0.0949 1.1134 0.1282
2725 0.1667 359.8333 0.0000 0.0000 0.1099 0.1139 2.1310
2524 0.1667 33.2887 0.0000 326.5446 0.1119 0.1146 2.0167
2422 0.1667 359.8333 0.0000 0.0000 0.1744 0.2906 3.3477
L575 0.1667 12.0833 0.0000 347.7500 0.0634 0.8802 0.0625
2117 1.8833 14.4365 0.0000 343.6802 0.1141 1.1466 0.0208
1714B 335.1944 15.7222 9.0833 0.0000 0.1184 2.6245 0.0545
1716 0.1667 357.4792 0.0000 2.3542 0.2938 0.8902 3.6031
1615 0.1667 359.8333 0.0000 0.0000 0.2281 0.4522 3.9639
1614A 3.2222 40.3611 316.4167 0.0000 0.2282 0.4617 2.3080
4514B 326.6250 22.1944 0.0000 11.1806 0.0811 1.6106 0.0879
4515 0.1667 359.8333 0.0000 0.0000 0.0898 0.0728 2.4596
1502 0.1667 359.8333 0.0000 0.0000 0.2368 0.5320 2.4919
14A13 116.5417 243.4583 0.0000 0.0000 0.3653 3.8013 0.4488
1312 116.6250 243.3750 0.0000 0.0000 0.3214 3.9734 0.3262
1211 4.2917 355.7083 0.0000 0.0000 0.3706 6.1966 0.2197
1103 0.1667 359.8333 0.0000 0.0000 0.3488 5.2328 0.2901
0912 351.9722 8.0278 0.0000 0.0000 0.1444 1.5118 0.0064
0908 0.1667 359.8333 0.0000 0.0000 0.1049 0.1137 1.2213
0811 349.8889 5.7778 0.0000 4.3333 0.0835 0.8423 0.0180
0804 0.1667 359.8333 0.0000 0.0000 0.1290 0.1639 1.3187
0201 0.1667 359.8333 0.0000 0.0000 0.3533 4.1578 0.8718
5248 0.1667 0.0000 0.0000 359.8333 0.0191 0.5713 0.0083
4845 3.0556 33.2500 0.0000 323.6944 0.0903 0.9070 0.0276
4250 0.1667 357.3750 0.0000 2.4583 0.0307 1.5293 0.0066
5338 0.1667 357.3542 0.0000 2.4792 0.0394 1.3778 0.0047
3851 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
4746o 340.0833 17.1667 0.0000 2.7500 0.0464 0.3049 0.0864
4746u 0.1667 359.8333 0.0000 0.0000 0.0840 0.0729 1.5431
4645o 339.2500 20.7500 0.0000 0.0000 0.0559 0.5303 0.0686
4645u 0.1667 359.8333 0.0000 0.0000 0.0839 0.0729 1.5322
3836o 2.6667 357.3333 0.0000 0.0000 0.0980 1.6471 0.0184
3635o 339.6667 0.0000 0.0000 20.3333 0.0360 1.4493 0.0414
2217o 343.8333 4.5667 0.0000 11.6000 0.0779 0.5359 0.1552
2217u 0.1667 359.8333 0.0000 0.0000 0.2149 0.4612 3.2766
2019o 354.0889 2.6667 0.0000 3.2444 0.0295 0.2910 0.0211
2019u 0.1667 359.8333 0.0000 0.0000 0.1352 0.1656 2.6067
1918o 355.3333 4.6667 0.0000 0.0000 0.0489 0.7359 0.0043
1918u 0.1667 359.8333 0.0000 0.0000 0.1679 0.2912 4.2287
1817o 341.5722 6.0833 0.0000 12.3444 0.0836 1.2358 0.1053
1817u 0.1667 359.8333 0.0000 0.0000 0.1822 0.2956 2.1739
1009o 356.2778 3.7222 0.0000 0.0000 0.0135 0.0794 0.0032
1009u 0.1667 359.8333 0.0000 0.0000 0.1061 0.1139 1.6695
0706o 348.5278 10.8611 0.0000 0.6111 0.0378 0.2805 0.0161
0706u 0.1667 359.8333 0.0000 0.0000 0.0903 0.0727 1.2527
0604o 345.9500 0.0000 0.0000 14.0500 0.0505 0.4046 0.0662
0604u 0.1667 359.8333 0.0000 0.0000 0.1049 0.1135 2.6662
0504o 352.8056 4.9167 0.0000 2.2778 0.0288 0.1956 0.0122
0504u 0.1667 359.8333 0.0000 0.0000 0.0839 0.0729 1.8502
0403o 354.3368 0.0000 0.0000 5.6632 0.0417 0.4125 0.0222
0403u 0.1667 359.8333 0.0000 0.0000 0.2213 0.4603 2.4718
0302o 346.8889 0.0000 0.0000 13.1111 0.0476 1.0509 0.0226
0302u 0.1667 359.8333 0.0000 0.0000 0.3108 0.9868 0.6590
14a14bo 343.3889 14.9352 0.0000 1.6759 0.0872 4.0531 0.0425
14a14bu 3.2778 356.7222 0.0000 0.0000 0.0851 0.0727 1.8954
*===========================================*
| 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 0.0049 105.8471 0.0003 0.9989 0.1605 0.0038 0.1086 3.1375
5047 0.0191 411.6381 0.0010 0.9835 1.0659 0.0118 0.1163 0.0350
5114b 0.0033 70.6358 0.0004 0.9789 0.9973 0.0052 0.0517 0.0350
4342 0.0048 103.3401 0.0003 0.9989 0.1900 0.0030 0.0958 3.1375
3736 0.0050 109.0274 0.0004 0.9989 0.9693 0.0194 0.2358 1.3944
3534 0.0153 331.2737 0.0018 0.9813 0.2025 0.0100 0.0999 0.0350
3422 0.0156 338.0006 0.0019 0.9811 0.4436 0.0123 0.1226 0.0450
3130 0.0073 157.8148 0.0005 0.9989 0.8843 0.0114 0.2276 2.4403
3024 0.0474 1023.9891 0.0017 0.9989 1.4798 0.0473 0.0450 0.9064
3036 -0.0046 -99.8972 0.0031 0.9652 0.0071 0.0494 0.5481 0.0204
2827 0.0085 183.0565 0.0006 0.9989 1.3098 0.0073 0.0260 1.3944
2726 0.0077 167.0793 0.0010 0.1110 0.0326 0.0314 0.1734 0.0200
2629 0.0097 210.4048 0.0009 0.9989 0.1683 0.0177 0.1033 2.4403
2930 0.0237 511.6392 0.0018 0.9989 0.6959 0.0187 0.1476 1.3944
2725 0.0157 339.8418 0.0008 0.9989 1.2181 0.0287 0.0225 0.9064
2524 0.0155 334.8891 0.0008 0.9968 1.7138 0.0275 0.0216 0.0238
2422 0.0632 1365.0675 0.0030 0.9989 0.8688 0.0630 0.0783 0.9064
L575 0.0126 271.2458 0.0011 0.9989 0.5844 0.0120 0.1060 3.1375
2117 0.0073 156.9925 0.0007 0.9894 0.8918 0.0117 0.1168 0.0200
1714B 0.0001 2.2444 0.0022 0.1839 0.0055 0.0153 0.2634 0.0207
1716 0.1592 3438.2036 0.0072 0.9989 1.0519 0.0889 0.1972 See the original
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