Original source · versioned page text
e20y1hr.out
From the archive XPXtrm.zip, inside Further information re: stormwater modelling - REC17/0011. File date in the archive: 2017-10-09 17:34.
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 115.0000
N53 50.0000 50.0000 0.0000
N52 50.0000 50.0000 0.0000
N38 2.8763 7.1907 5.0000
N51 3.1083 7.7706 30.0000
N48 2.8782 7.1955 40.0000
N50 2.7940 6.9851 55.0000
N47 1.2388 3.0971 530.0000
N46 1.3566 3.3915 17600.0000
N45 1.1468 2.8670 15.0000
N43 50.0000 50.0000 0.0000
N42 50.0000 50.0000 0.0000
N37 50.0000 50.0000 0.0000
N36 2.4325 6.0812 25.0000
N35 3.7175 9.2939 0.0000
N34 50.0000 50.0000 0.0000
N31 50.0000 50.0000 0.0000
N30 0.4126 1.0316 170.0000
N29 50.0000 50.0000 0.0000
N28 50.0000 50.0000 0.0000
N27 1.5547 3.8868 65.0000
N26 48.4284 50.0000 0.0000
N25 2.3367 5.8418 5.0000
N24 0.4823 1.2057 25.0000
N23 29.7182 50.0000 0.0000
N22 0.2010 0.5026 45.0000
N21 2.1883 5.4709 105.0000
N20 0.7364 1.8411 190.0000
N19 0.3601 0.9003 305.0000
N18 1.6391 4.0978 245.0000
N17 1.0989 2.7471 0.0000
N16 1.6287 4.0718 30.0000
N15 8.7487 21.8716 0.0000
N14B 0.8362 2.0904 645.0000
N14A 11.8735 29.6837 0.0000
N13 35.1549 50.0000 0.0000
N12 22.6816 50.0000 0.0000
N11 45.7660 50.0000 0.0000
N10 1.2728 3.1821 185.0000
N9 2.2315 5.5788 505.0000
N8 1.3373 3.3432 15.0000
N7 1.1885 2.9712 375.0000
N6 1.4335 3.5838 15.0000
N5 1.9063 4.7657 260.0000
N4 3.5373 8.8434 0.0000
N3 31.1458 50.0000 0.0000
N2 20.5388 50.0000 0.0000
N1 50.0000 50.0000 0.0000
The junction requiring the smallest time step was...N46
*==========================================================*
| Table E5a - Conduit Explicit Condition Summary |
| Courant = Conduit Length |
| Time step = -------------------------------- |
| Velocity + sqrt(g*depth) |
| |
| Conduit Implicit Condition Summary |
| Courant = Conduit Length |
| Time step = -------------------------------- |
| Velocity |
*==========================================================*
| The 3rd column is the Explicit time step times the |
| minimum courant time step factor |
| |
| Minimum Conduit Time Step in seconds in the 4th column |
| in the list. Maximum possible is 10 * maximum time step |
| |
| The 5th column is the maximum change at any time step |
| during the simulation. The 6th column is the wobble |
| value which is an indicator of the flow stability. |
| |
| You should use this section to find those conduits that |
| are slowing your model down. Use modify conduits to |
| alter the length of the slow conduits to make your |
| simulation faster, or change the conduit name to |
| "CHME?????" where ????? are any characters, this will |
| lengthen the conduit based on the model time step, |
| not the value listed in modify conduits. |
*==========================================================*
Conduit Time(exp) Expl*Cmin Time(imp) Time(min) Max Qchange Wobble Type of Soln
-------------- --------- --------- --------- --------- ----------- ------- ------------
5453 50.0000 50.0000 50.0000 6.3333 0.0007 0.0274 Normal Soln
5047 34.7539 34.7539 50.0000 0.0000 0.0230 0.2751 Normal Soln
5114b 50.0000 50.0000 50.0000 0.0000 0.1143 0.0905 Normal Soln
4342 50.0000 50.0000 50.0000 0.0000 0.0007 0.0228 Normal Soln
3736 36.2237 36.2237 50.0000 0.0000 0.0018 0.0202 Normal Soln
3534 5.1326 5.1326 12.9296 0.0000 0.0106 0.3728 Normal Soln
3422 20.8001 20.8001 50.0000 0.0000 0.0129 0.3550 Normal Soln
3130 50.0000 50.0000 50.0000 0.0000 0.0035 0.0356 Normal Soln
3024 7.3724 7.3724 17.2591 0.0000 -0.0256 2.3017 Normal Soln
3036 11.8590 11.8590 50.0000 0.0000 -0.0103 0.4191 Normal Soln
2827 29.8165 29.8165 47.8327 0.0000 0.0016 0.0330 Normal Soln
2726 8.0808 8.0808 40.9729 0.0000 0.0090 0.0573 Normal Soln
2629 33.1095 33.1095 50.0000 0.0000 0.0022 0.3316 Normal Soln
2930 29.1297 29.1297 50.0000 0.0000 -0.0042 0.1296 Normal Soln
2725 4.9345 4.9345 12.3576 0.0000 0.0062 2.3987 Normal Soln
2524 14.5174 14.5174 32.6628 0.0000 -0.0043 2.0010 Normal Soln
2422 6.3035 6.3035 17.0240 0.0000 0.0306 2.0185 Normal Soln
L575 45.8529 45.8529 50.0000 0.0000 -0.0044 0.2068 Normal Soln
2117 7.6589 7.6589 23.9507 0.0000 0.0033 0.0654 Normal Soln
1714B 17.9998 17.9998 50.0000 0.0000 0.0106 0.4317 Normal Soln
1716 4.6209 4.6209 12.6564 0.0000 -0.0236 1.5135 Normal Soln
1615 3.9161 3.9161 9.8675 0.0000 -0.0076 3.5468 Normal Soln
1614A 1.7711 1.7711 5.2384 32.3333 -0.0161 3.4104 Normal Soln
4514B 14.5815 14.5815 24.1840 0.0000 0.0193 0.0701 Normal Soln
4515 5.6741 5.6741 12.8396 0.0000 0.0044 2.1378 Normal Soln
1502 15.1499 15.1499 33.5180 0.0000 0.0126 4.7096 Normal Soln
14A13 4.0169 4.0169 18.2854 0.0000 -0.0142 0.3250 Normal Soln
1312 6.2383 6.2383 27.2870 0.0000 0.0144 0.3396 Normal Soln
1211 15.3791 15.3791 50.0000 0.0000 0.0123 0.2283 Normal Soln
1103 15.6828 15.6828 50.0000 0.0000 0.0102 0.1543 Normal Soln
0912 28.7642 28.7642 50.0000 0.0000 -0.0014 0.0156 Normal Soln
0908 11.4103 11.4103 41.6378 0.0000 0.0027 2.2445 Normal Soln
0811 33.3794 33.3794 50.0000 0.0000 0.0028 0.0568 Normal Soln
0804 10.7798 10.7798 33.2133 0.0000 0.0051 2.9309 Normal Soln
0201 3.0584 3.0584 7.3203 300.8333 -0.1841 0.1054 Normal Soln
5248 50.0000 50.0000 50.0000 0.0000 0.0010 0.0574 Normal Soln
4845 46.7815 46.7815 50.0000 0.0000 0.0019 0.2309 Normal Soln
4250 50.0000 50.0000 50.0000 0.0000 0.0264 0.0481 Normal Soln
5338 50.0000 50.0000 50.0000 0.0000 0.0008 0.0287 Normal Soln
3851 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
4746o 15.1208 15.1208 26.2839 0.0000 -0.0033 0.0379 Normal Soln
4746u 5.3182 5.3182 17.3114 0.0000 0.0032 1.8053 Normal Soln
4645o 24.6232 24.6232 50.0000 0.0000 0.0027 0.0417 Normal Soln
4645u 6.9939 6.9939 23.9337 0.0000 0.0058 2.7280 Normal Soln
3836o 31.0923 31.0923 50.0000 0.0000 0.0013 0.0396 Normal Soln
3635o 16.2180 16.2180 34.0814 0.0000 0.0138 0.0589 Normal Soln
2217o 18.2324 18.2324 33.7629 0.0000 0.0086 0.1233 Normal Soln
2217u 5.5560 5.5560 15.6206 0.0000 -0.0390 3.9712 Normal Soln
2019o 23.4385 23.4385 38.8804 0.0000 -0.0061 0.0392 Normal Soln
2019u 5.1533 5.1533 11.5206 0.0000 0.0146 1.6446 Normal Soln
1918o 50.0000 50.0000 50.0000 0.0000 0.0020 0.0057 Normal Soln
1918u 16.0128 16.0128 36.9878 0.0000 0.0155 2.0408 Normal Soln
1817o 14.6690 14.6690 38.3009 0.0000 -0.0051 0.1717 Normal Soln
1817u 4.0181 4.0181 10.1648 0.0000 -0.0204 3.8046 Normal Soln
1009o 50.0000 50.0000 50.0000 0.0000 -0.0012 0.0042 Normal Soln
1009u 10.3994 10.3994 30.1039 0.0000 0.0023 1.9059 Normal Soln
0706o 31.0162 31.0162 50.0000 0.0000 -0.0018 0.0313 Normal Soln
0706u 6.7927 6.7927 24.4949 0.0000 0.0025 1.8660 Normal Soln
0604o 32.0242 32.0242 50.0000 0.0000 -0.0052 0.0926 Normal Soln
0604u 9.6830 9.6830 20.7713 0.0000 0.0051 2.2650 Normal Soln
0504o 50.0000 50.0000 50.0000 0.0000 0.0063 0.0165 Normal Soln
0504u 12.4481 12.4481 34.4234 0.0000 0.0030 2.1927 Normal Soln
0403o 16.3059 16.3059 35.6444 0.0000 0.0034 0.0544 Normal Soln
0403u 3.3816 3.3816 7.6191 0.0000 -0.0219 1.2471 Normal Soln
0302o 6.0692 6.0692 16.4456 0.0000 -0.0103 1.1996 Normal Soln
0302u 2.7271 2.7271 11.9067 0.0000 -0.0088 0.6504 Normal Soln
14a14bo 6.7634 6.7634 25.8873 0.0000 0.0170 0.0499 Normal Soln
14a14bu 1.9084 1.9084 5.2523 20.5000 0.0179 2.9597 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/ 0.02 / 1.88/ N21/ 1.00 / 3.00/
N20/ 0.00 / 6.00/ N19/ 0.00 / 4.50/ N18/ 0.01 / 1.91/
N17/ 0.01 / 1.76/ N16/ 0.02 / 1.36/ N15/ 0.03 / 1.24/
N14B/ 0.00 / 1.80/ N14A/ 0.05 / 1.65/ N13/ 0.00 / 1.86/
N12/ 0.00 / 1.68/ N11/ 0.01 / 1.35/ N10/ 0.00 / 3.60/
N9/ 0.00 / 2.50/ N8/ 0.00 / 2.00/ N7/ 0.00 / 4.00/
N6/ 0.00 / 3.50/ N5/ 0.00 / 3.30/ N4/ 0.00 / 1.70/
N3/ 0.00 / 1.10/ N2/ 0.02 / 1.07/ N1/ 0.00 / 0.93/
Conduit/ Flow ===> "*" Conduit uses the normal flow option.
5453/ 0.00*/ 5047/ 0.00 / 5114b/ 0.00 /
4342/ 0.00*/ 3736/ 0.00 / 3534/ 0.00*/
3422/ 0.00 / 3130/ 0.00 / 3024/ 0.00 /
3036/ 0.00 / 2827/ 0.00 / 2726/ 0.00*/
2629/ 0.00 / 2930/ 0.00 / 2725/ 0.00 /
2524/ 0.00 / 2422/ 0.00*/ L575/ 0.00 /
2117/ 0.00 / 1714B/ 0.00 / 1716/ 0.00 /
1615/ 0.00*/ 1614A/ 0.00 / 4514B/ 0.00 /
4515/ 0.00*/ 1502/ 0.00 / 14A13/ 0.00*/
1312/ 0.00*/ 1211/ 0.00*/ 1103/ 0.00 /
0912/ 0.00*/ 0908/ 0.00*/ 0811/ 0.00*/
0804/ 0.00*/ 0201/ 0.00 / 5248/ 0.00 /
4845/ 0.00 / 4250/ 0.00 / 5338/ 0.00*/
3851/ 0.00 / 4746o/ 0.00*/ 4746u/ 0.00 /
4645o/ 0.00*/ 4645u/ 0.00*/ 3836o/ 0.00*/
3635o/ 0.00 / 2217o/ 0.00 / 2217u/ 0.00 /
2019o/ 0.00 / 2019u/ 0.00*/ 1918o/ 0.00*/
1918u/ 0.00*/ 1817o/ 0.00 / 1817u/ 0.00*/
1009o/ 0.00*/ 1009u/ 0.00*/ 0706o/ 0.00*/
0706u/ 0.00*/ 0604o/ 0.00 / 0604u/ 0.00*/
0504o/ 0.00*/ 0504u/ 0.00*/ 0403o/ 0.00 /
0403u/ 0.00 / 0302o/ 0.00 / 0302u/ 0.00*/
14a14bo/ 0.00 / 14a14bu/ 0.00*/ FREE # 1/ 0.00 /
Conduit/ Velocity
5453/ 0.01 / 5047/ 0.01 / 5114b/ 0.01 /
4342/ 0.01 / 3736/ 0.02 / 3534/ 0.00 /
3422/ 0.00 / 3130/ 0.01 / 3024/ 0.47 /
3036/ 0.00 / 2827/ 0.03 / 2726/ 0.00 /
2629/ 0.03 / 2930/ 0.08 / 2725/ 0.16 /
2524/ 0.19 / 2422/ 0.28 / L575/ 0.01 /
2117/ 0.01 / 1714B/ 0.00 / 1716/ 0.36 /
1615/ 0.20 / 1614A/ 0.00 / 4514B/ 0.00 /
4515/ 0.05 / 1502/ 0.22 / 14A13/ 0.00 /
1312/ 0.00 / 1211/ 0.00 / 1103/ 0.01 /
0912/ 0.00 / 0908/ 0.07 / 0811/ 0.00 /
0804/ 0.07 / 0201/ 0.10 / 5248/ 0.01 /
4845/ 0.01 / 4250/ 0.01 / 5338/ 0.00 /
3851/ 0.00 / 4746o/ 0.00 / 4746u/ 0.17 /
4645o/ 0.00 / 4645u/ 0.11 / 3836o/ 0.00 /
3635o/ 0.00 / 2217o/ 0.00 / 2217u/ 0.22 /
2019o/ 0.00 / 2019u/ 0.31 / 1918o/ 0.00 /
1918u/ 0.21 / 1817o/ 0.00 / 1817u/ 0.16 /
1009o/ 0.00 / 1009u/ 0.10 / 0706o/ 0.00 /
0706u/ 0.06 / 0604o/ 0.00 / 0604u/ 0.23 /
0504o/ 0.00 / 0504u/ 0.05 / 0403o/ 0.00 /
0403u/ 0.29 / 0302o/ 0.00 / 0302u/ 0.01 /
14a14bo/ 0.00 / 14a14bu/ 0.00 /
Conduit/ Width
5453/ 0.38 / 5047/ 0.24 / 5114b/ 0.06 /
4342/ 0.27 / 3736/ 0.02 / 3534/ 0.01 /
3422/ 0.01 / 3130/ 0.06 / 3024/ 0.18 /
3036/ 3.24 / 2827/ 0.02 / 2726/ 8.93 /
2629/ 0.48 / 2930/ 0.21 / 2725/ 0.15 /
2524/ 0.15 / 2422/ 0.24 / L575/ 0.05 /
2117/ 0.03 / 1714B/ 1.66 / 1716/ 0.41 /
1615/ 0.30 / 1614A/ 0.33 / 4514B/ 0.07 /
4515/ 0.15 / 1502/ 0.32 / 14A13/ 0.18 /
1312/ 0.00 / 1211/ 0.03 / 1103/ 0.10 /
0912/ 0.13 / 0908/ 0.15 / 0811/ 0.03 /
0804/ 0.18 / 0201/ 0.28 / 5248/ 0.32 /
4845/ 0.23 / 4250/ 0.36 / 5338/ 1.91 /
3851/ 0.03 / 4746o/ 0.03 / 4746u/ 0.12 /
4645o/ 0.04 / 4645u/ 0.12 / 3836o/ 3.29 /
3635o/ 0.01 / 2217o/ 0.14 / 2217u/ 0.29 /
2019o/ 0.12 / 2019u/ 0.18 / 1918o/ 0.14 /
1918u/ 0.24 / 1817o/ 0.20 / 1817u/ 0.24 /
1009o/ 0.00 / 1009u/ 0.15 / 0706o/ 0.07 /
0706u/ 0.12 / 0604o/ 0.12 / 0604u/ 0.15 /
0504o/ 0.07 / 0504u/ 0.12 / 0403o/ 0.17 /
0403u/ 0.29 / 0302o/ 0.27 / 0302u/ 1.50 /
14a14bo/ 0.02 / 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/ 0.29 /
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/ 8.12 / N21/ 7.00 /
N20/ 4.00 / N19/ 5.50 / N18/ 8.09 /
N17/ 8.24 / N16/ 8.64 / N15/ 8.76 /
N14B/ 8.20 / N14A/ 8.35 / N13/ 8.14 /
N12/ 8.32 / N11/ 8.65 / N10/ 6.40 /
N9/ 7.50 / N8/ 8.00 / N7/ 6.00 /
N6/ 6.50 / N5/ 6.70 / N4/ 8.30 /
N3/ 8.90 / N2/ 8.93 / N1/ 9.07 /
Junction/ Max Volume
N54/ 0.02 / N53/ 0.02 / N52/ 0.03 /
N38/ 1.09 / N51/ 1.02 / N48/ 1.05 /
N50/ 1.06 / N47/ 1.10 / N46/ 1.11 /
N45/ 1.15 / N43/ 0.02 / N42/ 0.03 /
N37/ 0.07 / N36/ 1.39 / N35/ 1.14 /
N34/ 0.14 / N31/ 0.02 / N30/ 1.66 /
N29/ 0.14 / N28/ 0.08 / N27/ 1.38 /
N26/ 0.22 / N25/ 0.83 / N24/ 1.59 /
N23/ 0.13 / N22/ 1.76 / N21/ 1.13 /
N20/ 1.03 / N19/ 1.55 / N18/ 1.32 /
N17/ 1.38 / N16/ 1.80 / N15/ 1.24 /
N14B/ 1.31 / N14A/ 1.23 / N13/ 0.80 /
N12/ 0.79 / N11/ 0.95 / N10/ 1.01 /
N9/ 1.02 / N8/ 1.05 / N7/ 1.03 /
N6/ 1.06 / N5/ 1.02 / N4/ 1.15 /
N3/ 0.88 / N2/ 0.88 / N1/ 0.88 /
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/ 0.01 / 14A13/ 0.01 /
1312/ 0.00 / 1211/ 0.00 / 1103/ 0.01 /
0912/ 0.00 / 0908/ 0.00 / 0811/ 0.00 /
0804/ 0.00 / 0201/ 0.01 / 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/ 0.10 / 5047/ 0.09 / 5114b/ 0.02 /
4342/ 0.06 / 3736/ 0.01 / 3534/ 0.00 /
3422/ 0.00 / 3130/ 0.04 / 3024/ 0.06 /
3036/ 2.93 / 2827/ 0.01 / 2726/ 0.03 /
2629/ 0.17 / 2930/ 0.08 / 2725/ 0.01 /
2524/ 0.01 / 2422/ 0.09 / L575/ 0.02 /
2117/ 0.01 / 1714B/ 0.00 / 1716/ 0.08 /
1615/ 0.13 / 1614A/ 0.06 / 4514B/ 0.00 /
4515/ 0.06 / 1502/ 0.47 / 14A13/ 0.07 /
1312/ 0.00 / 1211/ 0.04 / 1103/ 0.19 /
0912/ 0.00 / 0908/ 0.01 / 0811/ 0.00 /
0804/ 0.01 / 0201/ 0.15 / 5248/ 0.08 /
4845/ 0.11 / 4250/ 0.08 / 5338/ 0.60 /
3851/ 0.01 / 4746o/ 0.00 / 4746u/ 0.01 /
4645o/ 0.00 / 4645u/ 0.01 / 3836o/ 6.52 /
3635o/ 0.00 / 2217o/ 0.00 / 2217u/ 0.11 /
2019o/ 0.00 / 2019u/ 0.01 / 1918o/ 0.00 /
1918u/ 0.09 / 1817o/ 0.00 / 1817u/ 0.03 /
1009o/ 0.00 / 1009u/ 0.00 / 0706o/ 0.00 /
0706u/ 0.00 / 0604o/ 0.00 / 0604u/ 0.02 /
0504o/ 0.00 / 0504u/ 0.01 / 0403o/ 0.00 /
0403u/ 0.01 / 0302o/ 0.00 / 0302u/ 0.33 /
14a14bo/ 0.00 / 14a14bu/ 0.04 /
Conduit/ Hydraulic Radius
5453/ 0.00 / 5047/ 0.00 / 5114b/ 0.00 /
4342/ 0.00 / 3736/ 0.00 / 3534/ 0.00 /
3422/ 0.00 / 3130/ 0.00 / 3024/ 0.01 /
3036/ 0.02 / 2827/ 0.00 / 2726/ 0.01 /
2629/ 0.00 / 2930/ 0.00 / 2725/ 0.00 /
2524/ 0.00 / 2422/ 0.01 / L575/ 0.00 /
2117/ 0.00 / 1714B/ 0.00 / 1716/ 0.01 /
1615/ 0.02 / 1614A/ 0.02 / 4514B/ 0.00 /
4515/ 0.01 / 1502/ 0.02 / 14A13/ 0.01 /
1312/ 0.00 / 1211/ 0.00 / 1103/ 0.00 /
0912/ 0.00 / 0908/ 0.00 / 0811/ 0.00 /
0804/ 0.00 / 0201/ 0.01 / 5248/ 0.00 /
4845/ 0.00 / 4250/ 0.00 / 5338/ 0.00 /
3851/ 0.00 / 4746o/ 0.00 / 4746u/ 0.00 /
4645o/ 0.00 / 4645u/ 0.00 / 3836o/ 0.02 /
3635o/ 0.00 / 2217o/ 0.00 / 2217u/ 0.01 /
2019o/ 0.00 / 2019u/ 0.00 / 1918o/ 0.00 /
1918u/ 0.00 / 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/ 2.87/
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/ 1.88 L575/ 4.70/ 3.40/
2117/ 3.00/ 2.95 1714B/ 1.80/ 1.80 1716/ 1.76/ 1.36/
1615/ 1.36/ 1.24 1614A/ 1.65/ 1.65 4514B/ 1.80/ 1.80/
4515/ 2.50/ 1.24 1502/ 1.24/ 1.07 14A13/ 1.86/ 1.65/
1312/ 1.86/ 1.68 1211/ 1.68/ 1.35 1103/ 1.35/ 1.10/
0912/ 1.68/ 1.68 0908/ 2.50/ 2.00 0811/ 1.35/ 1.35/
0804/ 2.00/ 1.70 0201/ 1.07/ 0.93 5248/ 7.00/ 4.80/
4845/ 4.60/ 3.50 4250/ 7.30/ 5.70 5338/ 8.50/ 6.00/
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/ 1.88/ 1.76/
2019o/ 4.50/ 4.50 2019u/ 6.00/ 4.50 1918o/ 1.91/ 1.91/
1918u/ 4.50/ 1.91 1817o/ 1.76/ 1.76 1817u/ 1.91/ 1.76/
1009o/ 2.50/ 2.50 1009u/ 3.60/ 2.50 0706o/ 3.50/ 3.50/
0706u/ 4.00/ 3.50 0604o/ 1.70/ 1.70 0604u/ 3.50/ 1.70/
0504o/ 1.70/ 1.70 0504u/ 3.30/ 1.70 0403o/ 1.10/ 1.10/
0403u/ 1.70/ 1.10 0302o/ 1.07/ 1.07 0302u/ 1.10/ 1.07/
14a14bo/ 1.65/ 1.65 14a14bu/ 1.80/ 1.65
*=========================================================*
| Table E7 - Iteration Summary |
*=========================================================*
Total number of time steps simulated............ 4320
Total number of passes in the simulation........ 7956
Total number of time steps during simulation.... 5833
Ratio of actual # of time steps / NTCYC......... 1.350
Average number of iterations per time step...... 1.364
Average time step size(seconds)................ 3.703
Smallest time step size(seconds)................ 0.500
Largest time step size(seconds)................ 5.000
Average minimum Conduit Courant time step (sec). 4.512
Average minimum implicit time step (sec)........ 1.537
Average minimum junction time step (sec)........ 1.537
Average Courant Factor Tf....................... 1.537
Number of times omega reduced................... 63
*=========================================================*
| 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 1.06 6201 0 5 0 0 0
N53 0 1.07 6243 0 4 0 0 0
N52 0 1.18 6884 0 8 0 0 0
N38 0 1.13 6569 0 7 0 0 0
N51 0 1.05 6109 1 9 0 0 0
N48 0 1.15 6720 1 21 1 0 0
N50 0 1.21 7058 1 32 2 1 0
N47 0 1.35 7889 0 8 0 0 0
N46 0 1.37 7995 1 8 0 0 0
N45 0 1.52 8873 3 14 1 0 0
N43 0 1.08 6295 0 5 0 0 0
N42 0 1.16 6740 0 7 0 0 0
N37 0 1.09 6370 0 6 0 0 0
N36 0 1.57 9186 0 11 3 0 0
N35 0 1.40 8170 0 8 0 0 0
N34 0 1.34 7823 0 16 1 0 0
N31 0 1.16 6745 0 13 1 0 0
N30 0 1.61 9378 2 20 3 0 0
N29 0 1.34 7823 0 7 0 0 0
N28 0 1.12 6532 1 7 0 0 0
N27 0 1.44 8409 2 28 2 1 0
N26 0 1.32 7684 1 9 0 0 0
N25 0 1.19 6955 0 6 0 0 0
N24 0 1.35 7872 1 15 1 0 0
N23 0 1.22 7140 0 8 0 0 0
N22 0 1.59 9288 13 18 1 0 0
N21 0 1.32 7725 1 19 1 0 0
N20 0 1.29 7511 3 20 1 0 0
N19 0 1.39 8124 0 15 2 0 0
N18 0 1.51 8797 0 9 0 0 0
N17 0 1.94 11298 4 12 2 0 0
N16 0 1.57 9136 1 13 4 0 0
N15 0 1.31 7619 0 7 0 0 0
N14B 0 1.86 10874 2 25 1 1 0
N14A 0 1.66 9693 3 16 5 0 0
N13 0 1.58 9189 0 10 1 0 0
N12 0 1.47 8578 0 24 1 0 0
N11 0 1.53 8907 0 7 0 0 0
N10 0 1.14 6669 0 10 1 0 0
N9 0 1.25 7312 1 9 0 0 0
N8 0 1.30 7588 0 6 0 0 0
N7 0 1.17 6831 0 13 2 0 0
N6 0 1.41 8248 1 11 1 0 0
N5 0 1.16 6753 0 22 1 0 0
N4 0 1.59 9286 4 15 4 0 0
N3 0 1.94 11309 3 17 3 0 0
N2 0 1.77 10304 1 9 0 0 0
N1 0 1.58 9244 12 31 12 1 0
Total number of iterations for all junctions.. 383946
Minimum number of possible iterations......... 279984
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 8.9231 0 25 0.0000 1.0769 1.0000 0.0000 0.0000 0.0000
N53 10.0000 8.7000 8.5235 0 25 0.0000 1.4765 1.0000 0.0000 0.0000 0.0000
N52 10.0000 7.2000 7.0320 0 27 0.0000 2.9680 1.0000 0.0000 0.0000 0.0000
N38 10.0000 6.4000 6.0929 0 29 0.0000 3.9071 1.0000 0.0000 0.0000 0.0000
N51 10.0000 5.0000 4.8268 0 6 0.0000 5.1732 1.0000 0.0000 0.0000 0.0000
N48 10.0000 5.0000 4.6541 0 25 0.0000 5.3459 1.0000 0.0000 0.0000 0.0000
N50 10.0000 5.9000 5.7575 0 27 0.0000 4.2425 1.0000 0.0000 0.0000 0.0000
N47 10.0000 5.0000 4.6972 0 25 0.0000 5.3028 1.0000 0.0000 0.0000 0.0000
N46 10.0000 4.4000 4.1063 0 26 0.0000 5.8937 1.0000 0.0000 0.0000 0.0000
N45 10.0000 3.9500 3.6547 0 27 0.0000 6.3453 1.0000 0.0000 0.0000 0.0000
N43 10.0000 9.4000 9.2216 0 25 0.0000 0.7784 1.0000 0.0000 0.0000 0.0000
N42 10.0000 7.5000 7.3282 0 26 0.0000 2.6718 1.0000 0.0000 0.0000 0.0000
N37 10.0000 7.4000 7.0680 0 25 0.0000 2.9320 1.0000 0.0000 0.0000 0.0000
N36 10.0000 6.1700 5.8590 0 26 0.0000 4.1410 1.0000 0.0000 0.0000 0.0000
N35 10.0000 5.6000 4.3436 0 26 0.0000 5.6564 1.0000 0.0000 0.0000 0.0000
N34 10.0000 4.5000 4.2391 0 27 0.0000 5.7609 1.0000 0.0000 0.0000 0.0000
N31 10.0000 7.8000 7.5236 0 25 0.0000 2.4764 1.0000 0.0000 0.0000 0.0000
N30 10.0000 6.0200 5.8642 0 26 0.0000 4.1358 1.0000 0.0000 0.0000 0.0000
N29 10.0000 6.8000 6.5416 0 25 0.0000 3.4584 1.0000 0.0000 0.0000 0.0000
N28 10.0000 8.7000 8.3813 0 25 0.0000 1.6187 1.0000 0.0000 0.0000 0.0000
N27 10.0000 7.1000 6.7303 0 25 0.0000 3.2697 1.0000 0.0000 0.0000 0.0000
N26 10.0000 6.9000 6.7170 0 25 0.0000 3.2830 1.0000 0.0000 0.0000 0.0000
N25 10.0000 5.2450 5.6996 0 27 0.4546 4.3004 1.0000 0.0000 0.0000 0.0000
N24 10.0000 3.3100 4.1772 0 29 0.8672 5.8228 1.0000 0.0000 0.0000 0.0000
N23 10.0000 5.0000 4.8283 0 23 0.0000 5.1717 1.0000 0.0000 0.0000 0.0000
N22 10.0000 3.9000 3.6188 0 28 0.0000 6.3812 1.0000 0.0000 0.0000 0.0000
N21 10.0000 3.5000 3.1339 0 29 0.0000 6.8661 1.0000 0.0000 0.0000 0.0000
N20 10.0000 7.3000 7.0280 0 25 0.0000 2.9720 1.0000 0.0000 0.0000 0.0000
N19 10.0000 6.4000 6.0478 0 26 0.0000 3.9522 1.0000 0.0000 0.0000 0.0000
N18 10.0000 3.5000 3.2205 0 27 0.0000 6.7795 1.0000 0.0000 0.0000 0.0000
N17 10.0000 3.4500 3.1339 0 29 0.0000 6.8661 1.0000 0.0000 0.0000 0.0000
N16 10.0000 2.4000 3.1430 0 29 0.7430 6.8570 1.0000 0.0000 0.0000 0.0000
N15 10.0000 2.0350 2.4530 0 33 0.4180 7.5470 1.0000 0.0000 0.0000 0.0000
N14B 10.0000 3.4900 3.1085 0 29 0.0000 6.8915 1.0000 0.0000 0.0000 0.0000
N14A 10.0000 3.3000 2.8342 0 29 0.0000 7.1658 1.0000 0.0000 0.0000 0.0000
N13 10.0000 3.5600 2.6624 0 29 0.0000 7.3376 1.0000 0.0000 0.0000 0.0000
N12 10.0000 3.3800 2.4699 0 31 0.0000 7.5301 1.0000 0.0000 0.0000 0.0000
N11 10.0000 3.3400 2.2942 0 32 0.0000 7.7058 1.0000 0.0000 0.0000 0.0000
N10 10.0000 4.9000 4.6101 0 25 0.0000 5.3899 1.0000 0.0000 0.0000 0.0000
N9 10.0000 3.9000 3.5209 0 26 0.0000 6.4791 1.0000 0.0000 0.0000 0.0000
N8 10.0000 3.4000 3.0453 0 25 0.0000 6.9547 1.0000 0.0000 0.0000 0.0000
N7 10.0000 5.3000 5.0312 0 25 0.0000 4.9688 1.0000 0.0000 0.0000 0.0000
N6 10.0000 4.8000 4.5632 0 25 0.0000 5.4368 1.0000 0.0000 0.0000 0.0000
N5 10.0000 4.6000 4.3230 0 25 0.0000 5.6770 1.0000 0.0000 0.0000 0.0000
N4 10.0000 3.2000 2.8495 0 25 0.0000 7.1505 1.0000 0.0000 0.0000 0.0000
N3 10.0000 3.1000 1.9790 0 32 0.0000 8.0210 1.0000 0.0000 0.0000 0.0000
N2 10.0000 3.0500 1.9334 0 33 0.0000 8.0666 1.0000 0.0000 0.0000 0.0000
N1 10.0000 2.9300 1.8142 0 33 0.0000 8.1858 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 0.1133 0 25 0.1781 0 25 0.0137 8.9231 7.0320 .1154 .1600
5047 2.8812 1.4600 200.0000 0.3651 0 27 0.4992 0 28 0.1267 5.7575 4.6972 .2875 .4862
5114b 3.5733 1.8108 200.0000 0.1143 0 6 0.4562 0 6 0.0320 4.8268 3.1085 .1340 .5425
4342 10.3858 1.3631 200.0000 0.1160 0 25 0.1852 0 25 0.0112 9.2216 7.3282 .1080 .1409
3736 14.9983 3.6090 400.0000 0.1323 0 25 0.7438 0 12 0.0088 7.0680 5.8642 .1701 .8604
3534 5.8173 1.4765 400.0000 1.0709 0 26 0.7734 0 26 0.1841 4.3436 4.2391 .3590 .3477
3422 6.0122 1.5213 400.0000 1.0601 0 27 0.6371 0 26 0.1763 4.2391 3.6188 .3477 .5471
3130 13.5508 2.2744 300.0000 0.1990 0 25 0.3738 0 15 0.0147 7.5236 5.8642 .0788 .5472
3024 0.4621 2.9058 450.0000 0.4523 0 47 2.9550 0 48 0.9787 5.8642 4.1772 3.698 2.927
3036 6.7857 1.4251 400.0000 0.7685 0 26 0.2937 0 26 0.1132 5.8642 5.8590 .6104 .8476
2827 15.5945 3.7524 400.0000 0.2293 0 25 1.0456 0 25 0.0147 8.3813 6.7811 .2032 .2027
2726 18.5574 3.1124 300.0000 0.4117 0 25 0.2482 0 11 0.0222 6.7303 6.7170 .1010 .7233
2629 2.4524 0.5150 400.0000 0.4053 0 25 0.3644 0 25 0.1653 6.7170 6.5416 .5425 .3540
2930 11.6053 2.4373 400.0000 0.7515 0 25 0.8793 0 16 0.0648 6.5416 5.8642 .3541 .6104
2725 0.2218 2.0080 375.0000 0.2606 0 12 2.4291 0 11 1.1752 6.7303 5.6996 3.680 2.212
2524 0.2779 2.5163 375.0000 0.2509 0 12 2.4493 0 12 0.9027 5.6996 4.1772 2.212 3.512
2422 0.8401 2.9711 600.0000 0.6539 0 13 2.3036 0 13 0.7784 4.1769 3.6188 2.644 2.931
L575 4.4056 1.1111 300.0000 0.4181 0 24 0.5190 0 24 0.0949 4.8283 3.6188 .4277 .7294
2117 10.3655 2.0976 500.0000 0.1966 0 25 0.4175 0 15 0.0190 3.1339 3.1339 .2678 .3678
1714B 8.1188 0.9553 500.0000 1.1813 0 29 0.3532 0 29 0.1455 3.1339 3.1085 .5678 .6170
1716 3.1532 3.6415 1050.000 2.0587 0 23 2.3703 0 23 0.6529 3.1339 3.1430 1.318 1.707
1615 0.7725 1.7486 750.0000 1.2168 0 24 2.7373 0 24 1.5751 3.1426 2.4530 2.403 1.657
1614A 0.7872 1.7819 750.0000 0.8467 0 23 1.9090 0 23 1.0756 3.1426 2.8342 1.990 1.645
4514B 28.0567 3.5017 450.0000 0.7956 0 26 0.9965 0 16 0.0284 3.6547 3.1085 .3438 .5744
4515 0.1942 2.7467 300.0000 0.1781 1 6 2.4938 1 6 0.9175 3.6547 2.4530 3.849 4.143
1502 0.6052 1.1322 825.0000 1.3676 0 24 2.6851 0 20 2.2597 2.4530 1.9334 1.506 1.070
14A13 16.6072 0.8411 1700.000 -2.6477 0 30 -0.5483 0 30 -0.1594 2.8342 2.6624 .5731 .6249
1312 15.7543 0.6101 1400.000 2.6561 0 30 0.5135 0 29 0.1686 2.6624 2.4699 .5731 .5642
1211 22.0747 0.6694 1700.000 2.5203 0 31 0.3243 0 30 0.1142 2.4699 2.2942 .4647 .5613
1103 34.9730 0.7240 2000.000 2.6853 0 32 0.3893 0 48 0.0768 2.2942 1.9790 .4771 .4395
0912 7.4604 1.8954 400.0000 0.0569 0 26 0.0371 0 25 0.0076 3.5209 2.4699 .0523 1.174 *
0908 0.1628 1.4741 375.0000 0.1340 0 16 1.2008 0 16 0.8234 3.5209 3.0453 2.722 2.787
0811 6.0914 1.5476 400.0000 0.1683 0 25 0.2511 0 22 0.0276 3.0453 2.2942 .1133 .7355
0804 0.2208 1.3886 450.0000 0.2409 0 14 1.5054 0 14 1.0908 3.0453 2.8495 2.322 2.554
0201 142.3584 2.9703 2000.000 4.9640 0 32 1.3661 0 46 0.0349 1.9334 1.8142 .4417 .4421
5248 8.1651 1.4277 200.0000 0.1963 0 26 0.3241 0 26 0.0240 7.0320 4.8247 .1600 .1233
4845 2.5500 1.2922 200.0000 0.2916 0 25 0.3085 0 24 0.1144 4.6541 3.6547 .2703 .7735
4250 11.5986 1.2184 200.0000 0.2525 0 26 0.1588 0 25 0.0218 7.3282 5.7575 .1409 .2875
5338 8.7547 1.3127 200.0000 0.1254 0 25 0.2064 0 0 0.0143 8.5235 6.0929 .1175 .4643
3851 5.0145 1.3130 200.0000 0.0000 0 0 0.0000 0 0 0.0000 6.0929 4.8210 .0000 .0000
4746o 17.3588 2.8540 400.0000 0.3294 0 25 0.9515 0 25 0.0190 4.6972 4.1063 .2431 .2657
4746u 0.1498 2.1194 300.0000 0.1015 0 21 1.4460 0 10 0.6773 4.6972 4.1063 3.657 3.687
4645o 15.8729 2.3953 400.0000 0.3311 0 26 0.5890 0 24 0.0209 4.1063 3.6547 .2657 .3867
4645u 0.1105 1.5637 300.0000 0.0991 0 22 1.3788 0 22 0.8967 4.1063 3.6547 3.687 3.849
3836o 9.9729 2.0945 400.0000 0.1960 0 29 0.1166 0 30 0.0197 6.0929 5.8590 .2322 .8476
3635o 35.6736 2.3986 400.0000 1.0430 0 26 0.5868 0 26 0.0292 5.8590 5.2837 .2226 .2092
2217o 14.0423 2.7133 500.0000 0.8663 0 28 1.0366 0 38 0.0617 3.6188 3.1687 .4376 .4374
2217u 0.6241 1.4127 750.0000 0.9954 0 44 2.2409 0 44 1.5949 3.6188 3.1339 2.345 1.845
2019o 11.6942 3.9474 300.0000 0.2306 0 25 0.7759 0 24 0.0197 7.0280 6.0478 .0934 .1593
2019u 0.6375 4.0085 450.0000 0.4174 0 30 2.6098 0 30 0.6548 7.0280 6.0478 2.284 3.439
1918o 18.5045 3.0423 400.0000 0.0528 0 26 0.0651 0 25 0.0029 6.0478 3.2205 .1195 .5513
1918u 0.9440 3.3387 600.0000 0.8484 0 25 2.9740 0 25 0.8987 6.0478 3.2205 2.579 2.200
1817o 9.1593 1.0777 500.0000 0.7851 0 27 0.5744 0 26 0.0857 3.2205 3.1339 .4411 .3678
1817u 0.5070 1.7932 600.0000 0.6143 0 14 2.1643 0 14 1.2116 3.2205 3.1339 2.200 2.306
1009o 8.3091 3.0000 300.0000 0.0174 0 25 0.2209 0 25 0.0021 4.6101 3.5209 .0338 .0697
1009u 0.2415 2.1864 375.0000 0.1837 0 25 1.6609 0 12 0.7607 4.6101 3.5209 2.693 2.722
0706o 7.2322 2.6001 300.0000 0.0979 0 25 0.3453 0 25 0.0135 5.0312 4.5632 .1041 .2107
0706u 0.1248 1.7661 300.0000 0.0879 0 13 1.2248 0 13 0.7039 5.0312 4.5632 3.437 3.544
0604o 9.6606 3.5630 300.0000 0.4407 0 25 1.0713 0 25 0.0456 4.5632 2.8629 .2107 .2097
0604u 0.3116 2.8210 375.0000 0.3054 0 12 2.7442 0 12 0.9801 4.5632 2.8495 2.835 3.065
0504o 8.6316 3.1637 300.0000 0.0702 0 25 0.4344 0 22 0.0081 4.3230 2.8495 .0767 .1650
0504u 0.1541 2.1802 300.0000 0.1309 0 15 1.8303 0 15 0.8492 4.3230 2.8495 3.410 3.831
0403o 9.0589 2.2976 400.0000 0.2487 0 25 0.5611 0 25 0.0275 2.8495 2.0399 .1238 .0999
0403u 1.9283 4.3647 750.0000 1.1552 0 22 2.6268 0 22 0.5991 2.8495 1.9790 1.532 1.172
0302o 2.9365 0.3241 300.0000 1.7609 0 33 0.6085 0 33 0.5997 1.9790 1.9334 .5302 .4114
0302u 3.2556 3.6173 600.0000 0.7571 0 41 0.8399 0 41 0.2326 1.9790 1.9334 1.465 1.472
14a14bo 75.9084 3.3944 500.0000 1.8869 0 29 0.3880 0 23 0.0249 3.1085 2.8342 .2370 .6685
14a14bu 0.1368 1.9347 300.0000 0.1363 0 54 1.9040 0 54 0.9968 3.1085 2.8342 4.361 4.114
FREE # 1 Undefnd Undefnd Undefn 4.9826 0 33
*==================================================*
| 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 0.0184 0.6400 0.0049
5047 4.9167 33.7778 0.0000 321.3056 0.0739 0.7363 0.0381
5114b 6.1944 23.1667 0.0000 330.6389 0.0566 0.5656 0.0116
4342 0.1667 359.8333 0.0000 0.0000 0.0158 0.6277 0.0046
3736 0.1667 51.2083 0.0000 308.6250 0.1165 1.5762 0.0385
3534 5.6667 354.3333 0.0000 0.0000 0.1374 1.3852 0.1089
3422 5.6667 25.1389 0.0000 329.1944 0.1671 1.6991 0.1101
3130 0.1667 46.5972 0.0000 313.2361 0.0852 1.7119 0.0108
3024 0.1667 36.0625 0.0000 323.7708 0.1303 0.1639 3.3984
3036 10.6667 47.4722 301.8611 0.0000 0.1476 2.6178 0.0856
2827 0.1667 0.0000 0.0000 359.8333 0.0400 0.2195 0.0848
2726 333.6667 26.3333 0.0000 0.0000 0.1118 2.2581 0.0224
2629 0.2500 359.7500 0.0000 0.0000 0.0961 1.1134 0.0653
2930 0.2500 46.8056 0.0000 312.9444 0.0982 1.2009 0.1210
2725 0.1667 359.8333 0.0000 0.0000 0.1059 0.1139 2.1312
2524 0.1667 51.7833 0.0000 308.0500 0.1118 0.1142 2.0577
2422 0.1667 359.8333 0.0000 0.0000 0.1743 0.2906 3.4032
L575 0.1667 20.7222 0.0000 339.1111 0.0807 1.3294 0.0660
2117 3.6111 24.2778 0.0000 332.1111 0.1517 1.5365 0.0204
1714B 317.9167 27.0278 15.0556 0.0000 0.1460 3.3453 0.1046
1716 0.1667 355.8750 0.0000 3.9583 0.2938 0.8902 3.6267
1615 0.1667 359.8333 0.0000 0.0000 0.2280 0.4522 4.0013
1614A 6.1667 66.4444 287.3889 0.0000 0.2281 0.4611 2.3248
4514B 305.1389 37.1944 0.0000 17.6667 0.0870 1.9056 0.0880
4515 0.1667 359.8333 0.0000 0.0000 0.0839 0.0728 2.4824
1502 0.1667 359.8333 0.0000 0.0000 0.2315 0.5433 2.5497
14A13 94.1250 265.8750 0.0000 0.0000 0.3666 4.8382 0.5564
1312 94.0833 265.9167 0.0000 0.0000 0.3206 5.2835 0.4012
1211 8.4167 351.5833 0.0000 0.0000 0.4334 7.8202 0.2812
1103 0.1667 359.8333 0.0000 0.0000 0.3502 7.0207 0.3506
0912 349.7500 10.2500 0.0000 0.0000 0.1734 1.8341 0.0064
0908 0.1667 359.8333 0.0000 0.0000 0.1049 0.1137 1.2209
0811 341.7778 12.3889 0.0000 5.8333 0.1318 1.3612 0.0181
0804 0.1667 359.8333 0.0000 0.0000 0.1277 0.1634 1.3201
0201 0.1667 359.8333 0.0000 0.0000 0.3533 5.7961 0.8734
5248 0.1667 0.0000 0.0000 359.8333 0.0204 0.6080 0.0091
4845 5.6667 54.7222 0.0000 299.6111 0.0969 0.9749 0.0311
4250 0.2500 355.0833 0.0000 4.6667 0.0322 1.6059 0.0067
5338 0.1667 354.9583 0.0000 4.8750 0.0450 1.5728 0.0046
3851 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
4746o 325.3889 33.9167 0.0000 0.6944 0.0498 0.3498 0.0958
4746u 0.1667 359.8333 0.0000 0.0000 0.0854 0.0729 1.5515
4645o 324.3333 35.6667 0.0000 0.0000 0.0558 0.6340 0.0699
4645u 0.1667 359.8333 0.0000 0.0000 0.0839 0.0729 1.5326
3836o 5.0000 355.0000 0.0000 0.0000 0.1045 1.7527 0.0246
3635o 323.5000 0.0000 0.0000 36.5000 0.0427 1.7835 0.0507
2217o 334.1389 5.4167 0.0000 20.4444 0.0779 0.9873 0.1920
2217u 0.1667 359.8333 0.0000 0.0000 0.2133 0.4523 3.3718
2019o 351.7389 4.7500 0.0000 3.5111 0.0356 0.3513 0.0240
2019u 0.1667 359.8333 0.0000 0.0000 0.1351 0.1660 2.5010
1918o 353.5556 6.4444 0.0000 0.0000 0.0532 0.8256 0.0086
1918u 0.1667 359.8333 0.0000 0.0000 0.1679 0.2912 4.2600
1817o 328.7778 14.1667 0.0000 17.0556 0.0868 1.4658 0.1097
1817u 0.1667 359.8333 0.0000 0.0000 0.1825 0.2962 2.1750
1009o 356.3889 3.6111 0.0000 0.0000 0.0135 0.0794 0.0033
1009u 0.1667 359.8333 0.0000 0.0000 0.1067 0.1139 1.6699
0706o 338.8438 21.1563 0.0000 0.0000 0.0381 0.2842 0.0162
0706u 0.1667 359.8333 0.0000 0.0000 0.0898 0.0727 1.2443
0604o 334.6528 0.0000 0.0000 25.3472 0.0511 0.4115 0.0675
0604u 0.1667 359.8333 0.0000 0.0000 0.1049 0.1135 2.6690
0504o 351.9722 6.5000 0.0000 1.5278 0.0299 0.2065 0.0123
0504u 0.1667 359.8333 0.0000 0.0000 0.0839 0.0730 1.8509
0403o 352.9722 0.0000 0.0000 7.0278 0.0448 0.4433 0.0251
0403u 0.1667 359.8333 0.0000 0.0000 0.2212 0.4628 2.4730
0302o 337.6111 6.7778 0.0000 15.6111 0.1097 2.8961 0.0858
0302u 0.1667 359.8333 0.0000 0.0000 0.3108 0.9868 0.6720
14a14bo 332.8889 25.6944 0.0000 1.4167 0.1333 7.0080 0.0611
14a14bu 6.1667 353.8333 0.0000 0.0000 0.0839 0.0727 1.8956
*===========================================*
| 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 0.0081 175.6116 0.0003 0.9990 0.1814 0.0050 0.1519 2.7754
5047 0.0319 689.8377 0.0010 0.9818 0.9985 0.0166 0.1644 0.0350
5114b 0.0055 118.2899 0.0006 0.9769 0.9711 0.0081 0.0800 0.0350
4342 0.0080 172.1211 0.0003 0.9990 0.2144 0.0041 0.1363 2.7754
3736 0.0084 182.4930 0.0004 0.9990 0.9189 0.0280 0.3461 1.2335
3534 0.0345 746.0005 0.0025 0.9787 0.2439 0.0160 0.1599 0.0350
3422 0.0349 754.8888 0.0024 0.9787 0.5031 0.0194 0.1948 0.0450
3130 0.0123 264.7736 0.0006 0.9990 0.8486 0.0169 0.3379 2.1586
3024 0.0695 1501.3290 0.0016 0.9990 1.4131 0.0573 0.0590 0.8018
3036 0.0005 11.5865 0.0034 0.9582 0.0108 0.0587 0.7168 0.0206
2827 0.0144 311.7737 0.0006 0.9990 1.2572 0.0105 0.0384 1.2335
2726 0.0121 260.3405 0.0011 0.1702 0.0449 0.0339 0.2588 0.0200
2629 0.0148 320.2541 0.0009 0.9990 0.1664 0.0216 0.1350 2.1586
2930 0.0387 836.3139 0.0018 0.9990 0.6588 0.0251 0.2159 1.2335
2725 0.0280 605.0335 0.0008 0.9990 1.1618 0.0401 0.0343 0.8018
2524 0.0278 601.2609 0.0008 0.9966 1.5964 0.0384 0.0323 0.0130
2422 0.0976 2108.3350 0.0025 0.9990 0.8509 0.0766 0.1053 0.8018
L575 0.0221 478.0473 0.0011 0.9990 0.5406 0.0180 0.1788 2.7754
2117 0.0125 269.8356 0.0008 0.9878 0.8653 0.0190 0.1904 0.0200
1714B 0.0167 361.7726 0.0039 0.2671 0.0134 0.0232 0.4146 0.0210
1716 0.2540 5486.5522 0.0062 0.9990 0.9916 0.1145 0.2735 See the original
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