Original source · versioned page text
e10y1p5.out
From the archive XPXtrm.zip, inside Further information re: stormwater modelling - REC17/0011. File date in the archive: 2017-10-09 17:44.
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 2.8752 7.1880 5.0000
N51 3.0880 7.7200 30.0000
N48 2.8669 7.1673 40.0000
N50 2.7930 6.9824 55.0000
N47 1.0316 2.5791 575.0000
N46 2.8934 7.2334 16990.0000
N45 1.7674 4.4186 20.0000
N43 50.0000 50.0000 0.0000
N42 50.0000 50.0000 0.0000
N37 50.0000 50.0000 0.0000
N36 2.4316 6.0791 25.0000
N35 3.6981 9.2454 0.0000
N34 50.0000 50.0000 0.0000
N31 50.0000 50.0000 0.0000
N30 0.2688 0.6721 745.0000
N29 50.0000 50.0000 0.0000
N28 50.0000 50.0000 0.0000
N27 2.0379 5.0948 425.0000
N26 50.0000 50.0000 0.0000
N25 1.6473 4.1182 30.0000
N24 0.9339 2.3346 10.0000
N23 29.7069 50.0000 0.0000
N22 0.7306 1.8266 175.0000
N21 2.1875 5.4689 105.0000
N20 10.0088 25.0220 0.0000
N19 19.3520 48.3800 0.0000
N18 1.5319 3.8298 390.0000
N17 1.9032 4.7580 50.0000
N16 4.0990 10.2476 0.0000
N15 14.4115 36.0287 0.0000
N14B 0.7080 1.7699 835.0000
N14A 22.7657 50.0000 0.0000
N13 50.0000 50.0000 0.0000
N12 42.0889 50.0000 0.0000
N11 50.0000 50.0000 0.0000
N10 3.5652 8.9129 155.0000
N9 2.5425 6.3563 235.0000
N8 1.3984 3.4959 60.0000
N7 1.0580 2.6449 350.0000
N6 1.0019 2.5048 50.0000
N5 2.2836 5.7090 130.0000
N4 9.4731 23.6828 0.0000
N3 28.0276 50.0000 0.0000
N2 31.4494 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 0.0004 0.0212 Normal Soln
5047 38.9705 38.9705 50.0000 0.0000 0.0237 0.2012 Normal Soln
5114b 50.0000 50.0000 50.0000 0.0000 0.0696 0.0694 Normal Soln
4342 50.0000 50.0000 50.0000 0.0000 0.0005 0.0179 Normal Soln
3736 38.2778 38.2778 50.0000 0.0000 0.0011 0.0186 Normal Soln
3534 6.9644 6.9644 18.5188 0.0000 0.0043 0.1587 Normal Soln
3422 28.0720 28.0720 50.0000 0.0000 0.0053 0.1479 Normal Soln
3130 50.0000 50.0000 50.0000 0.0000 0.0035 0.0312 Normal Soln
3024 7.3850 7.3850 17.2803 0.0000 -0.0208 2.6202 Normal Soln
3036 14.2618 14.2618 50.0000 0.0000 -0.0170 0.1881 Normal Soln
2827 32.2648 32.2648 50.0000 0.0000 0.0012 0.0311 Normal Soln
2726 9.7174 9.7174 50.0000 0.0000 0.0050 0.0344 Normal Soln
2629 39.0423 39.0423 50.0000 0.0000 0.0014 0.1743 Normal Soln
2930 32.6348 32.6348 50.0000 0.0000 0.0027 0.0880 Normal Soln
2725 4.9889 4.9889 12.6445 0.0000 0.0040 3.5423 Normal Soln
2524 14.7321 14.7321 32.3854 0.0000 -0.0050 2.7121 Normal Soln
2422 6.3879 6.3879 16.9609 0.0000 0.0285 2.2834 Normal Soln
L575 50.0000 50.0000 50.0000 0.0000 -0.0029 0.1682 Normal Soln
2117 9.7833 9.7833 24.3272 0.0000 -0.0039 0.0713 Normal Soln
1714B 23.2465 23.2465 50.0000 0.0000 0.0389 0.1363 Normal Soln
1716 4.6724 4.6724 12.8795 0.0000 -0.0178 1.6208 Normal Soln
1615 3.9535 3.9535 9.9171 0.0000 -0.0069 3.6239 Normal Soln
1614A 1.7946 1.7946 5.3476 19.2500 -0.0126 3.5285 Normal Soln
4514B 14.7563 14.7563 24.4848 0.0000 0.0028 0.0396 Normal Soln
4515 5.6873 5.6873 12.9953 0.0000 0.0046 2.1118 Normal Soln
1502 15.2243 15.2243 33.4695 0.0000 0.0127 4.8668 Normal Soln
14A13 4.2596 4.2596 22.2540 0.0000 0.0062 0.1814 Normal Soln
1312 6.3974 6.3974 32.5878 0.0000 -0.0058 0.1855 Normal Soln
1211 18.1008 18.1008 50.0000 0.0000 -0.0055 0.1218 Normal Soln
1103 15.6692 15.6692 50.0000 0.0000 -0.0046 0.0802 Normal Soln
0912 34.9813 34.9813 50.0000 0.0000 -0.0003 0.0027 Normal Soln
0908 11.4714 11.4714 41.5872 0.0000 0.0023 2.7560 Normal Soln
0811 50.0000 50.0000 50.0000 0.0000 0.0015 0.0154 Normal Soln
0804 10.8793 10.8793 34.3710 0.0000 -0.0044 3.2712 Normal Soln
0201 3.0582 3.0582 7.3204 288.4167 -0.1929 0.0943 Normal Soln
5248 50.0000 50.0000 50.0000 0.0000 0.0010 0.0408 Normal Soln
4845 50.0000 50.0000 50.0000 0.0000 0.0015 0.1648 Normal Soln
4250 50.0000 50.0000 50.0000 0.0000 0.0281 0.0357 Normal Soln
5338 50.0000 50.0000 50.0000 0.0000 0.0008 0.0215 Normal Soln
3851 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
4746o 17.6569 17.6569 31.5557 0.0000 -0.0029 0.0196 Normal Soln
4746u 5.3594 5.3594 17.6241 0.0000 0.0022 1.6881 Normal Soln
4645o 27.0334 27.0334 50.0000 0.0000 -0.0015 0.0219 Normal Soln
4645u 7.0507 7.0507 24.0046 0.0000 0.0034 2.3924 Normal Soln
3836o 32.7264 32.7264 50.0000 0.0000 0.0006 0.0299 Normal Soln
3635o 20.3157 20.3157 42.7941 0.0000 0.0074 0.0236 Normal Soln
2217o 20.5832 20.5832 38.7345 0.0000 0.0033 0.0340 Normal Soln
2217u 5.6448 5.6448 15.5197 0.0000 -0.0727 4.4058 Normal Soln
2019o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
2019u 6.4154 6.4154 12.1383 0.0000 0.0051 1.4872 Normal Soln
1918o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
1918u 18.1172 18.1172 43.5895 0.0000 -0.0958 2.3067 Normal Soln
1817o 15.3802 15.3802 39.7935 0.0000 0.0070 0.1133 Normal Soln
1817u 4.0324 4.0324 10.2336 0.0000 -0.0161 4.3555 Normal Soln
1009o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
1009u 11.2100 11.2100 30.3238 0.0000 -0.0022 1.9973 Normal Soln
0706o 39.4010 39.4010 50.0000 0.0000 0.0008 0.0140 Normal Soln
0706u 6.8289 6.8289 24.6734 0.0000 -0.0028 3.0909 Normal Soln
0604o 39.9703 39.9703 50.0000 0.0000 0.0022 0.0514 Normal Soln
0604u 9.6342 9.6342 20.5210 0.0000 0.0024 2.8541 Normal Soln
0504o 50.0000 50.0000 50.0000 0.0000 0.0009 0.0012 Normal Soln
0504u 12.6149 12.6149 33.9913 0.0000 -0.0117 3.0402 Normal Soln
0403o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
0403u 3.6208 3.6208 8.0274 0.0000 0.0054 1.5344 Normal Soln
0302o 15.8357 15.8357 50.0000 0.0000 0.0006 0.0255 Normal Soln
0302u 2.8558 2.8558 12.8352 0.0000 -0.0054 0.5607 Normal Soln
14a14bo 10.4152 10.4152 31.3268 0.0000 0.0047 0.0100 Normal Soln
14a14bu 1.9165 1.9165 5.2558 46.0000 0.0085 2.7326 Normal Soln
The conduit with the smallest time step limitation was..0201
The conduit with the largest wobble was.................1502
The conduit with the largest flow change in any
consecutive time step...................................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/ 1.01 / 6.01/ N51/ 1.00 / 4.80/ N48/ 1.00 / 4.60/
N50/ 1.00 / 5.70/ N47/ 0.00 / 3.60/ N46/ 0.00 / 3.00/
N45/ 0.00 / 2.50/ N43/ 0.00 / 9.20/ N42/ 0.00 / 7.30/
N37/ 0.00 / 7.00/ N36/ 1.15 / 5.62/ N35/ 1.00 / 4.20/
N34/ 0.00 / 4.10/ N31/ 0.00 / 7.50/ N30/ 0.01 / 4.21/
N29/ 0.01 / 6.41/ N28/ 0.00 / 8.30/ N27/ 0.00 / 5.35/
N26/ 0.01 / 6.51/ N25/ 0.00 / 4.87/ N24/ 0.01 / 2.60/
N23/ 0.00 / 4.70/ N22/ 0.02 / 1.88/ N21/ 1.00 / 3.00/
N20/ 0.00 / 6.00/ N19/ 0.00 / 4.50/ N18/ 0.01 / 1.91/
N17/ 0.01 / 1.76/ N16/ 0.02 / 1.36/ N15/ 0.04 / 1.25/
N14B/ 0.00 / 1.80/ N14A/ 0.05 / 1.65/ N13/ 0.00 / 1.86/
N12/ 0.00 / 1.68/ N11/ 0.01 / 1.35/ N10/ 0.00 / 3.60/
N9/ 0.00 / 2.50/ N8/ 0.00 / 2.00/ N7/ 0.00 / 4.00/
N6/ 0.00 / 3.50/ N5/ 0.00 / 3.30/ N4/ 0.00 / 1.70/
N3/ 0.00 / 1.10/ N2/ 0.02 / 1.07/ N1/ 0.00 / 0.93/
Conduit/ Flow ===> "*" Conduit uses the normal flow option.
5453/ 0.00*/ 5047/ 0.00 / 5114b/ 0.00 /
4342/ 0.00*/ 3736/ 0.00 / 3534/ 0.00*/
3422/ 0.00 / 3130/ 0.00 / 3024/ 0.00 /
3036/ 0.00 / 2827/ 0.00 / 2726/ 0.00*/
2629/ 0.00 / 2930/ 0.00 / 2725/ 0.00 /
2524/ 0.00 / 2422/ 0.00*/ L575/ 0.00 /
2117/ 0.00 / 1714B/ 0.00 / 1716/ 0.00 /
1615/ 0.00*/ 1614A/ 0.00 / 4514B/ 0.00 /
4515/ 0.00*/ 1502/ 0.00 / 14A13/ 0.00*/
1312/ 0.00*/ 1211/ 0.00*/ 1103/ 0.00 /
0912/ 0.00*/ 0908/ 0.00*/ 0811/ 0.00*/
0804/ 0.00*/ 0201/ 0.00 / 5248/ 0.00 /
4845/ 0.00 / 4250/ 0.00 / 5338/ 0.00*/
3851/ 0.00 / 4746o/ 0.00*/ 4746u/ 0.00 /
4645o/ 0.00*/ 4645u/ 0.00*/ 3836o/ 0.00*/
3635o/ 0.00 / 2217o/ 0.00*/ 2217u/ 0.00 /
2019o/ 0.00 / 2019u/ 0.00*/ 1918o/ 0.00 /
1918u/ 0.00*/ 1817o/ 0.00 / 1817u/ 0.00*/
1009o/ 0.00 / 1009u/ 0.00*/ 0706o/ 0.00*/
0706u/ 0.00*/ 0604o/ 0.00 / 0604u/ 0.00*/
0504o/ 0.00 / 0504u/ 0.00*/ 0403o/ 0.00 /
0403u/ 0.00 / 0302o/ 0.00 / 0302u/ 0.00*/
14a14bo/ 0.00 / 14a14bu/ 0.00*/ FREE # 1/ 0.00 /
Conduit/ Velocity
5453/ 0.01 / 5047/ 0.02 / 5114b/ 0.01 /
4342/ 0.01 / 3736/ 0.02 / 3534/ 0.00 /
3422/ 0.00 / 3130/ 0.01 / 3024/ 0.52 /
3036/ 0.00 / 2827/ 0.03 / 2726/ 0.00 /
2629/ 0.03 / 2930/ 0.09 / 2725/ 0.16 /
2524/ 0.20 / 2422/ 0.30 / L575/ 0.01 /
2117/ 0.01 / 1714B/ 0.00 / 1716/ 0.39 /
1615/ 0.22 / 1614A/ 0.00 / 4514B/ 0.00 /
4515/ 0.05 / 1502/ 0.24 / 14A13/ 0.00 /
1312/ 0.00 / 1211/ 0.00 / 1103/ 0.01 /
0912/ 0.00 / 0908/ 0.07 / 0811/ 0.00 /
0804/ 0.07 / 0201/ 0.11 / 5248/ 0.01 /
4845/ 0.01 / 4250/ 0.01 / 5338/ 0.00 /
3851/ 0.00 / 4746o/ 0.00 / 4746u/ 0.18 /
4645o/ 0.00 / 4645u/ 0.12 / 3836o/ 0.00 /
3635o/ 0.00 / 2217o/ 0.00 / 2217u/ 0.25 /
2019o/ 0.00 / 2019u/ 0.33 / 1918o/ 0.00 /
1918u/ 0.22 / 1817o/ 0.00 / 1817u/ 0.18 /
1009o/ 0.00 / 1009u/ 0.11 / 0706o/ 0.00 /
0706u/ 0.07 / 0604o/ 0.00 / 0604u/ 0.24 /
0504o/ 0.00 / 0504u/ 0.05 / 0403o/ 0.00 /
0403u/ 0.30 / 0302o/ 0.00 / 0302u/ 0.01 /
14a14bo/ 0.00 / 14a14bu/ 0.00 /
Conduit/ Width
5453/ 0.44 / 5047/ 0.27 / 5114b/ 0.06 /
4342/ 0.30 / 3736/ 0.02 / 3534/ 0.01 /
3422/ 0.01 / 3130/ 0.07 / 3024/ 0.18 /
3036/ 3.33 / 2827/ 0.03 / 2726/ 8.93 /
2629/ 0.51 / 2930/ 0.23 / 2725/ 0.15 /
2524/ 0.15 / 2422/ 0.24 / L575/ 0.05 /
2117/ 0.04 / 1714B/ 1.65 / 1716/ 0.41 /
1615/ 0.30 / 1614A/ 0.33 / 4514B/ 0.23 /
4515/ 0.15 / 1502/ 0.33 / 14A13/ 0.18 /
1312/ 0.00 / 1211/ 0.04 / 1103/ 0.12 /
0912/ 0.21 / 0908/ 0.15 / 0811/ 0.01 /
0804/ 0.18 / 0201/ 0.33 / 5248/ 0.38 /
4845/ 0.27 / 4250/ 0.42 / 5338/ 2.53 /
3851/ 0.04 / 4746o/ 0.04 / 4746u/ 0.12 /
4645o/ 0.16 / 4645u/ 0.12 / 3836o/ 3.38 /
3635o/ 0.00 / 2217o/ 0.19 / 2217u/ 0.29 /
2019o/ 0.00 / 2019u/ 0.18 / 1918o/ 0.09 /
1918u/ 0.24 / 1817o/ 0.21 / 1817u/ 0.24 /
1009o/ 0.03 / 1009u/ 0.15 / 0706o/ 0.05 /
0706u/ 0.12 / 0604o/ 0.08 / 0604u/ 0.15 /
0504o/ 0.11 / 0504u/ 0.12 / 0403o/ 0.00 /
0403u/ 0.29 / 0302o/ 0.02 / 0302u/ 1.50 /
14a14bo/ 0.02 / 14a14bu/ 0.17 /
Junction/ EGL
N54/ 0.00 / N53/ 0.00 / N52/ 0.00 /
N38/ 1.01 / N51/ 1.00 / N48/ 1.20 /
N50/ 1.00 / N47/ 1.00 / N46/ 0.00 /
N45/ 1.00 / N43/ 0.00 / N42/ 0.00 /
N37/ 0.00 / N36/ 1.15 / N35/ 1.00 /
N34/ 0.00 / N31/ 0.00 / N30/ 1.50 /
N29/ 0.01 / N28/ 0.00 / N27/ 1.35 /
N26/ 0.01 / N25/ 0.00 / N24/ 0.29 /
N23/ 0.00 / N22/ 1.54 / N21/ 1.00 /
N20/ 0.00 / N19/ 0.01 / N18/ 0.01 /
N17/ 1.20 / N16/ 0.03 / N15/ 0.04 /
N14B/ 1.20 / N14A/ 0.05 / N13/ 0.00 /
N12/ 0.00 / N11/ 0.01 / N10/ 0.00 /
N9/ 0.00 / N8/ 0.00 / N7/ 0.00 /
N6/ 0.00 / N5/ 0.00 / N4/ 0.01 /
N3/ 0.01 / N2/ 0.02 / N1/ 0.00 /
Junction/ Freeboard
N54/ 1.10 / N53/ 1.50 / N52/ 3.00 /
N38/ 3.99 / N51/ 5.20 / N48/ 5.40 /
N50/ 4.30 / N47/ 6.40 / N46/ 7.00 /
N45/ 7.50 / N43/ 0.80 / N42/ 2.70 /
N37/ 3.00 / N36/ 4.38 / N35/ 5.80 /
N34/ 5.90 / N31/ 2.50 / N30/ 5.79 /
N29/ 3.59 / N28/ 1.70 / N27/ 4.65 /
N26/ 3.49 / N25/ 5.13 / N24/ 7.40 /
N23/ 5.30 / N22/ 8.12 / N21/ 7.00 /
N20/ 4.00 / N19/ 5.50 / N18/ 8.09 /
N17/ 8.24 / N16/ 8.64 / N15/ 8.75 /
N14B/ 8.20 / N14A/ 8.35 / N13/ 8.14 /
N12/ 8.32 / N11/ 8.65 / N10/ 6.40 /
N9/ 7.50 / N8/ 8.00 / N7/ 6.00 /
N6/ 6.50 / N5/ 6.70 / N4/ 8.30 /
N3/ 8.90 / N2/ 8.93 / N1/ 9.07 /
Junction/ Max Volume
N54/ 0.02 / N53/ 0.02 / N52/ 0.03 /
N38/ 1.08 / N51/ 1.02 / N48/ 1.04 /
N50/ 1.05 / N47/ 1.08 / N46/ 1.08 /
N45/ 1.12 / N43/ 0.02 / N42/ 0.02 /
N37/ 0.06 / N36/ 1.37 / N35/ 1.08 /
N34/ 0.08 / N31/ 0.02 / N30/ 1.64 /
N29/ 0.11 / N28/ 0.07 / N27/ 1.37 /
N26/ 0.16 / N25/ 0.79 / N24/ 1.51 /
N23/ 0.12 / N22/ 1.67 / N21/ 1.05 /
N20/ 0.49 / N19/ 0.57 / N18/ 1.28 /
N17/ 1.30 / N16/ 1.72 / N15/ 1.11 /
N14B/ 1.26 / N14A/ 1.02 / N13/ 0.63 /
N12/ 0.62 / N11/ 0.79 / N10/ 0.61 /
N9/ 1.01 / N8/ 1.02 / N7/ 1.02 /
N6/ 1.04 / N5/ 1.01 / N4/ 0.94 /
N3/ 0.76 / N2/ 0.75 / N1/ 0.75 /
Junction/Total Fldng
N54/ 0.00 / N53/ 0.00 / N52/ 0.00 /
N38/ 0.00 / N51/ 0.00 / N48/ 0.00 /
N50/ 0.00 / N47/ 0.00 / N46/ 0.00 /
N45/ 0.00 / N43/ 0.00 / N42/ 0.00 /
N37/ 0.00 / N36/ 0.00 / N35/ 0.00 /
N34/ 0.00 / N31/ 0.00 / N30/ 0.00 /
N29/ 0.00 / N28/ 0.00 / N27/ 0.00 /
N26/ 0.00 / N25/ 0.00 / N24/ 0.00 /
N23/ 0.00 / N22/ 0.00 / N21/ 0.00 /
N20/ 0.00 / N19/ 0.00 / N18/ 0.00 /
N17/ 0.00 / N16/ 0.00 / N15/ 0.00 /
N14B/ 0.00 / N14A/ 0.00 / N13/ 0.00 /
N12/ 0.00 / N11/ 0.00 / N10/ 0.00 /
N9/ 0.00 / N8/ 0.00 / N7/ 0.00 /
N6/ 0.00 / N5/ 0.00 / N4/ 0.00 /
N3/ 0.00 / N2/ 0.00 / N1/ 0.00 /
Conduit/ Cross Sectional Area
5453/ 0.00 / 5047/ 0.00 / 5114b/ 0.00 /
4342/ 0.00 / 3736/ 0.00 / 3534/ 0.00 /
3422/ 0.00 / 3130/ 0.00 / 3024/ 0.00 /
3036/ 0.17 / 2827/ 0.00 / 2726/ 0.00 /
2629/ 0.00 / 2930/ 0.00 / 2725/ 0.00 /
2524/ 0.00 / 2422/ 0.00 / L575/ 0.00 /
2117/ 0.00 / 1714B/ 0.00 / 1716/ 0.00 /
1615/ 0.01 / 1614A/ 0.01 / 4514B/ 0.00 /
4515/ 0.00 / 1502/ 0.01 / 14A13/ 0.01 /
1312/ 0.00 / 1211/ 0.00 / 1103/ 0.01 /
0912/ 0.00 / 0908/ 0.00 / 0811/ 0.00 /
0804/ 0.00 / 0201/ 0.02 / 5248/ 0.00 /
4845/ 0.00 / 4250/ 0.00 / 5338/ 0.01 /
3851/ 0.00 / 4746o/ 0.00 / 4746u/ 0.00 /
4645o/ 0.00 / 4645u/ 0.00 / 3836o/ 0.17 /
3635o/ 0.00 / 2217o/ 0.00 / 2217u/ 0.00 /
2019o/ 0.00 / 2019u/ 0.00 / 1918o/ 0.00 /
1918u/ 0.00 / 1817o/ 0.00 / 1817u/ 0.00 /
1009o/ 0.00 / 1009u/ 0.00 / 0706o/ 0.00 /
0706u/ 0.00 / 0604o/ 0.00 / 0604u/ 0.00 /
0504o/ 0.00 / 0504u/ 0.00 / 0403o/ 0.00 /
0403u/ 0.00 / 0302o/ 0.00 / 0302u/ 0.01 /
14a14bo/ 0.00 / 14a14bu/ 0.00 /
Conduit/ Final Volume
5453/ 0.12 / 5047/ 0.10 / 5114b/ 0.03 /
4342/ 0.07 / 3736/ 0.01 / 3534/ 0.00 /
3422/ 0.01 / 3130/ 0.05 / 3024/ 0.08 /
3036/ 3.01 / 2827/ 0.01 / 2726/ 0.03 /
2629/ 0.18 / 2930/ 0.09 / 2725/ 0.01 /
2524/ 0.02 / 2422/ 0.11 / L575/ 0.02 /
2117/ 0.01 / 1714B/ 0.00 / 1716/ 0.09 /
1615/ 0.15 / 1614A/ 0.06 / 4514B/ 0.00 /
4515/ 0.07 / 1502/ 0.55 / 14A13/ 0.07 /
1312/ 0.00 / 1211/ 0.05 / 1103/ 0.21 /
0912/ 0.00 / 0908/ 0.01 / 0811/ 0.00 /
0804/ 0.02 / 0201/ 0.17 / 5248/ 0.09 /
4845/ 0.13 / 4250/ 0.10 / 5338/ 0.79 /
3851/ 0.01 / 4746o/ 0.00 / 4746u/ 0.01 /
4645o/ 0.00 / 4645u/ 0.02 / 3836o/ 6.70 /
3635o/ 0.00 / 2217o/ 0.00 / 2217u/ 0.13 /
2019o/ 0.00 / 2019u/ 0.01 / 1918o/ 0.00 /
1918u/ 0.10 / 1817o/ 0.00 / 1817u/ 0.03 /
1009o/ 0.00 / 1009u/ 0.00 / 0706o/ 0.00 /
0706u/ 0.00 / 0604o/ 0.00 / 0604u/ 0.02 /
0504o/ 0.00 / 0504u/ 0.01 / 0403o/ 0.00 /
0403u/ 0.01 / 0302o/ 0.00 / 0302u/ 0.37 /
14a14bo/ 0.00 / 14a14bu/ 0.04 /
Conduit/ Hydraulic Radius
5453/ 0.00 / 5047/ 0.00 / 5114b/ 0.00 /
4342/ 0.00 / 3736/ 0.00 / 3534/ 0.00 /
3422/ 0.00 / 3130/ 0.00 / 3024/ 0.01 /
3036/ 0.02 / 2827/ 0.00 / 2726/ 0.01 /
2629/ 0.00 / 2930/ 0.00 / 2725/ 0.00 /
2524/ 0.00 / 2422/ 0.01 / L575/ 0.00 /
2117/ 0.00 / 1714B/ 0.00 / 1716/ 0.01 /
1615/ 0.02 / 1614A/ 0.02 / 4514B/ 0.00 /
4515/ 0.01 / 1502/ 0.02 / 14A13/ 0.01 /
1312/ 0.00 / 1211/ 0.00 / 1103/ 0.00 /
0912/ 0.00 / 0908/ 0.00 / 0811/ 0.00 /
0804/ 0.00 / 0201/ 0.01 / 5248/ 0.00 /
4845/ 0.00 / 4250/ 0.00 / 5338/ 0.00 /
3851/ 0.00 / 4746o/ 0.00 / 4746u/ 0.00 /
4645o/ 0.00 / 4645u/ 0.00 / 3836o/ 0.02 /
3635o/ 0.00 / 2217o/ 0.00 / 2217u/ 0.01 /
2019o/ 0.00 / 2019u/ 0.00 / 1918o/ 0.00 /
1918u/ 0.01 / 1817o/ 0.00 / 1817u/ 0.01 /
1009o/ 0.00 / 1009u/ 0.00 / 0706o/ 0.00 /
0706u/ 0.00 / 0604o/ 0.00 / 0604u/ 0.00 /
0504o/ 0.00 / 0504u/ 0.00 / 0403o/ 0.00 /
0403u/ 0.00 / 0302o/ 0.00 / 0302u/ 0.01 /
14a14bo/ 0.00 / 14a14bu/ 0.01 /
Conduit/ Upstream/ Downstream Elevation
5453/ 8.90/ 7.00 5047/ 5.70/ 4.60 5114b/ 4.80/ 3.00/
4342/ 9.20/ 7.30 3736/ 7.00/ 5.52 3534/ 4.20/ 4.10/
3422/ 4.10/ 3.40 3130/ 7.50/ 5.70 3024/ 4.21/ 2.87/
3036/ 5.62/ 5.62 2827/ 8.30/ 6.70 2726/ 6.51/ 6.51/
2629/ 6.51/ 6.41 2930/ 6.41/ 5.62 2725/ 5.35/ 4.87/
2524/ 4.87/ 2.86 2422/ 2.60/ 1.88 L575/ 4.70/ 3.40/
2117/ 3.00/ 2.95 1714B/ 1.80/ 1.80 1716/ 1.76/ 1.36/
1615/ 1.36/ 1.25 1614A/ 1.65/ 1.65 4514B/ 1.80/ 1.80/
4515/ 2.50/ 1.25 1502/ 1.25/ 1.07 14A13/ 1.86/ 1.65/
1312/ 1.86/ 1.68 1211/ 1.68/ 1.35 1103/ 1.35/ 1.10/
0912/ 1.68/ 1.68 0908/ 2.50/ 2.00 0811/ 1.35/ 1.35/
0804/ 2.00/ 1.70 0201/ 1.07/ 0.93 5248/ 7.00/ 4.80/
4845/ 4.60/ 3.50 4250/ 7.30/ 5.70 5338/ 8.50/ 6.01/
3851/ 6.01/ 4.80 4746o/ 3.00/ 3.00 4746u/ 3.60/ 3.00/
4645o/ 2.50/ 2.50 4645u/ 3.00/ 2.50 3836o/ 6.01/ 5.62/
3635o/ 4.20/ 4.20 2217o/ 1.76/ 1.76 2217u/ 1.88/ 1.76/
2019o/ 4.50/ 4.50 2019u/ 6.00/ 4.50 1918o/ 1.91/ 1.91/
1918u/ 4.50/ 1.91 1817o/ 1.76/ 1.76 1817u/ 1.91/ 1.76/
1009o/ 2.50/ 2.50 1009u/ 3.60/ 2.50 0706o/ 3.50/ 3.50/
0706u/ 4.00/ 3.50 0604o/ 1.70/ 1.70 0604u/ 3.50/ 1.70/
0504o/ 1.70/ 1.70 0504u/ 3.30/ 1.70 0403o/ 1.10/ 1.10/
0403u/ 1.70/ 1.10 0302o/ 1.07/ 1.07 0302u/ 1.10/ 1.07/
14a14bo/ 1.65/ 1.65 14a14bu/ 1.80/ 1.65
*=========================================================*
| Table E7 - Iteration Summary |
*=========================================================*
Total number of time steps simulated............ 4320
Total number of passes in the simulation........ 8070
Total number of time steps during simulation.... 6126
Ratio of actual # of time steps / NTCYC......... 1.418
Average number of iterations per time step...... 1.317
Average time step size(seconds)................ 3.526
Smallest time step size(seconds)................ 0.500
Largest time step size(seconds)................ 5.000
Average minimum Conduit Courant time step (sec). 4.409
Average minimum implicit time step (sec)........ 1.767
Average minimum junction time step (sec)........ 1.767
Average Courant Factor Tf....................... 1.767
Number of times omega reduced................... 55
*=========================================================*
| Table E8 - Junction Time Step Limitation Summary |
*=========================================================*
| Not Convr = Number of times this junction did not |
| converge during the simulation. |
| Avg Convr = Average junction iterations. |
| Conv err = Mean convergence error. |
| Omega Cng = Change of omega during iterations |
| Max Itern = Maximum number of iterations |
*=========================================================*
Junction Not Convr Avg Convr Total Itt Omega Cng Max Itern Ittrn >10 Ittrn >25 Ittrn >40
-------------- --------- --------- --------- -------- --------- --------- --------- ---------
N54 0 1.01 6192 0 3 0 0 0
N53 0 1.02 6234 0 3 0 0 0
N52 0 1.09 6649 0 7 0 0 0
N38 0 1.07 6577 0 8 0 0 0
N51 0 1.02 6265 0 19 1 0 0
N48 0 1.12 6834 1 22 1 0 0
N50 0 1.13 6945 1 32 2 1 0
N47 0 1.26 7724 0 8 0 0 0
N46 0 1.27 7788 0 8 0 0 0
N45 0 1.40 8578 2 10 1 0 0
N43 0 1.02 6271 0 3 0 0 0
N42 0 1.10 6752 0 6 0 0 0
N37 0 1.07 6536 0 5 0 0 0
N36 0 1.44 8827 1 11 1 0 0
N35 0 1.27 7801 0 7 0 0 0
N34 0 1.25 7642 0 16 1 0 0
N31 0 1.14 6975 0 13 1 0 0
N30 0 1.52 9312 0 17 3 0 0
N29 0 1.28 7833 0 7 0 0 0
N28 0 1.13 6951 0 6 0 0 0
N27 0 1.48 9056 2 21 3 0 0
N26 0 1.22 7450 0 5 0 0 0
N25 0 1.23 7523 0 6 0 0 0
N24 0 1.36 8323 0 6 0 0 0
N23 0 1.26 7726 0 8 0 0 0
N22 0 1.50 9189 9 13 1 0 0
N21 0 1.40 8548 1 19 1 0 0
N20 0 1.15 7061 0 6 0 0 0
N19 0 1.33 8155 0 15 1 0 0
N18 0 1.49 9150 0 8 0 0 0
N17 0 1.79 10986 2 12 1 0 0
N16 0 1.61 9850 1 15 4 0 0
N15 0 1.28 7815 0 7 0 0 0
N14B 0 1.68 10293 1 24 1 0 0
N14A 0 1.66 10190 3 14 6 0 0
N13 0 1.46 8934 0 7 0 0 0
N12 0 1.36 8321 0 7 0 0 0
N11 0 1.43 8779 0 11 2 0 0
N10 0 1.15 7020 0 5 0 0 0
N9 0 1.26 7748 2 10 2 0 0
N8 0 1.26 7744 0 9 0 0 0
N7 0 1.16 7092 0 5 0 0 0
N6 0 1.41 8662 2 17 1 0 0
N5 0 1.13 6940 1 13 1 0 0
N4 0 1.47 9014 6 16 2 0 0
N3 0 1.69 10356 6 11 3 0 0
N2 0 1.55 9525 0 9 0 0 0
N1 0 1.51 9228 14 19 10 0 0
Total number of iterations for all junctions.. 385364
Minimum number of possible iterations......... 294048
Efficiency of the simulation.................. 1.31
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 8.9200 0 36 0.0000 1.0800 1.0000 0.0000 0.0000 0.0000
N53 10.0000 8.7000 8.5204 0 36 0.0000 1.4796 1.0000 0.0000 0.0000 0.0000
N52 10.0000 7.2000 7.0281 0 40 0.0000 2.9719 1.0000 0.0000 0.0000 0.0000
N38 10.0000 6.4000 6.0833 0 41 0.0000 3.9167 1.0000 0.0000 0.0000 0.0000
N51 10.0000 5.0000 4.8199 0 6 0.0000 5.1801 1.0000 0.0000 0.0000 0.0000
N48 10.0000 5.0000 4.6433 0 38 0.0000 5.3567 1.0000 0.0000 0.0000 0.0000
N50 10.0000 5.9000 5.7468 0 40 0.0000 4.2532 1.0000 0.0000 0.0000 0.0000
N47 10.0000 5.0000 4.6757 0 40 0.0000 5.3243 1.0000 0.0000 0.0000 0.0000
N46 10.0000 4.4000 4.0833 0 40 0.0000 5.9167 1.0000 0.0000 0.0000 0.0000
N45 10.0000 3.9500 3.6168 0 40 0.0000 6.3832 1.0000 0.0000 0.0000 0.0000
N43 10.0000 9.4000 9.2189 0 36 0.0000 0.7811 1.0000 0.0000 0.0000 0.0000
N42 10.0000 7.5000 7.3243 0 37 0.0000 2.6757 1.0000 0.0000 0.0000 0.0000
N37 10.0000 7.4000 7.0589 0 35 0.0000 2.9411 1.0000 0.0000 0.0000 0.0000
N36 10.0000 6.1700 5.8398 0 41 0.0000 4.1602 1.0000 0.0000 0.0000 0.0000
N35 10.0000 5.6000 4.2838 0 41 0.0000 5.7162 1.0000 0.0000 0.0000 0.0000
N34 10.0000 4.5000 4.1804 0 41 0.0000 5.8196 1.0000 0.0000 0.0000 0.0000
N31 10.0000 7.8000 7.5192 0 35 0.0000 2.4808 1.0000 0.0000 0.0000 0.0000
N30 10.0000 6.0200 5.8403 0 40 0.0000 4.1597 1.0000 0.0000 0.0000 0.0000
N29 10.0000 6.8000 6.5147 0 36 0.0000 3.4853 1.0000 0.0000 0.0000 0.0000
N28 10.0000 8.7000 8.3714 0 35 0.0000 1.6286 1.0000 0.0000 0.0000 0.0000
N27 10.0000 7.1000 6.7209 0 35 0.0000 3.2791 1.0000 0.0000 0.0000 0.0000
N26 10.0000 6.9000 6.6633 0 36 0.0000 3.3367 1.0000 0.0000 0.0000 0.0000
N25 10.0000 5.2450 5.6641 0 41 0.4191 4.3359 1.0000 0.0000 0.0000 0.0000
N24 10.0000 3.3100 4.1017 0 42 0.7917 5.8983 1.0000 0.0000 0.0000 0.0000
N23 10.0000 5.0000 4.8154 0 35 0.0000 5.1846 1.0000 0.0000 0.0000 0.0000
N22 10.0000 3.9000 3.5252 0 42 0.0000 6.4748 1.0000 0.0000 0.0000 0.0000
N21 10.0000 3.5000 3.0548 0 40 0.0000 6.9452 1.0000 0.0000 0.0000 0.0000
N20 10.0000 7.3000 6.4872 0 35 0.0000 3.5128 1.0000 0.0000 0.0000 0.0000
N19 10.0000 6.4000 5.0682 0 35 0.0000 4.9318 1.0000 0.0000 0.0000 0.0000
N18 10.0000 3.5000 3.1840 0 36 0.0000 6.8160 1.0000 0.0000 0.0000 0.0000
N17 10.0000 3.4500 3.0543 0 40 0.0000 6.9457 1.0000 0.0000 0.0000 0.0000
N16 10.0000 2.4000 3.0649 0 40 0.6649 6.9351 1.0000 0.0000 0.0000 0.0000
N15 10.0000 2.0350 2.3214 0 40 0.2864 7.6786 1.0000 0.0000 0.0000 0.0000
N14B 10.0000 3.4900 3.0552 0 41 0.0000 6.9448 1.0000 0.0000 0.0000 0.0000
N14A 10.0000 3.3000 2.6234 0 42 0.0000 7.3766 1.0000 0.0000 0.0000 0.0000
N13 10.0000 3.5600 2.4922 0 42 0.0000 7.5078 1.0000 0.0000 0.0000 0.0000
N12 10.0000 3.3800 2.3036 0 43 0.0000 7.6964 1.0000 0.0000 0.0000 0.0000
N11 10.0000 3.3400 2.1260 0 45 0.0000 7.8740 1.0000 0.0000 0.0000 0.0000
N10 10.0000 4.9000 4.2096 0 35 0.0000 5.7904 1.0000 0.0000 0.0000 0.0000
N9 10.0000 3.9000 3.5073 0 35 0.0000 6.4927 1.0000 0.0000 0.0000 0.0000
N8 10.0000 3.4000 3.0210 0 36 0.0000 6.9790 1.0000 0.0000 0.0000 0.0000
N7 10.0000 5.3000 5.0188 0 35 0.0000 4.9812 1.0000 0.0000 0.0000 0.0000
N6 10.0000 4.8000 4.5399 0 36 0.0000 5.4601 1.0000 0.0000 0.0000 0.0000
N5 10.0000 4.6000 4.3066 0 35 0.0000 5.6934 1.0000 0.0000 0.0000 0.0000
N4 10.0000 3.2000 2.6399 0 35 0.0000 7.3601 1.0000 0.0000 0.0000 0.0000
N3 10.0000 3.1000 1.8559 0 40 0.0000 8.1441 1.0000 0.0000 0.0000 0.0000
N2 10.0000 3.0500 1.7958 0 40 0.0000 8.2042 1.0000 0.0000 0.0000 0.0000
N1 10.0000 2.9300 1.6835 0 49 0.0000 8.3165 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 0.0767 0 36 0.1491 0 36 0.0092 8.9200 7.0281 .1002 .1404
5047 2.8812 1.4600 200.0000 0.2590 0 40 0.4769 0 25 0.0899 5.7468 4.6757 .2338 .3783
5114b 3.5733 1.8108 200.0000 0.0696 0 6 0.3801 0 6 0.0195 4.8199 3.0552 .0997 .2761
4342 10.3858 1.3631 200.0000 0.0789 0 36 0.1822 0 0 0.0076 9.2189 7.3243 .0947 .1214
3736 14.9983 3.6090 400.0000 0.0938 0 35 0.7023 0 22 0.0063 7.0589 5.8403 .1471 .8007
3534 5.8173 1.4765 400.0000 0.4341 0 41 0.5400 0 41 0.0746 4.2838 4.1804 .2094 .2010
3422 6.0122 1.5213 400.0000 0.4279 0 41 0.4387 0 41 0.0712 4.1804 3.5252 .2010 .3129
3130 13.5508 2.2744 300.0000 0.1404 0 35 0.3217 0 27 0.0104 7.5192 5.8403 .0639 .4676
3024 0.4621 2.9058 450.0000 0.4521 0 54 2.9514 0 56 0.9783 5.8403 4.1017 3.645 2.759
3036 6.7857 1.4251 400.0000 0.2126 0 40 -0.1840 1 10 0.0313 5.8403 5.8398 .5507 .7996
2827 15.5945 3.7524 400.0000 0.1622 0 35 0.9559 0 35 0.0104 8.3714 6.7706 .1785 .1766
2726 18.5574 3.1124 300.0000 0.2221 0 35 0.1425 0 34 0.0120 6.7209 6.6633 .0697 .5443
2629 2.4524 0.5150 400.0000 0.1926 0 36 0.2846 0 36 0.0785 6.6633 6.5147 .4082 .2868
2930 11.6053 2.4373 400.0000 0.4229 0 36 0.7922 0 26 0.0364 6.5147 5.8403 .2868 .5507
2725 0.2218 2.0080 375.0000 0.2600 0 22 2.3728 0 22 1.1725 6.7209 5.6641 3.655 2.117
2524 0.2779 2.5163 375.0000 0.2518 0 22 2.4718 0 16 0.9061 5.6641 4.1017 2.117 3.311
2422 0.8401 2.9711 600.0000 0.6521 0 23 2.2994 0 23 0.7763 4.1017 3.5252 2.519 2.775
L575 4.4056 1.1111 300.0000 0.2403 0 35 0.4540 0 35 0.0545 4.8154 3.5252 .3846 .4172
2117 10.3655 2.0976 500.0000 0.1553 0 34 0.4111 0 33 0.0150 3.0548 3.0543 .1095 .2086
1714B 8.1188 0.9553 500.0000 -0.3332 0 48 -0.3159 0 48 -0.0410 3.0543 3.0552 .4086 .5104
1716 3.1532 3.6415 1050.000 2.0310 0 40 2.3293 0 40 0.6441 3.0543 3.0649 1.242 1.633
1615 0.7725 1.7486 750.0000 1.2100 0 40 2.7235 0 40 1.5664 3.0628 2.3214 2.297 1.481
1614A 0.7872 1.7819 750.0000 0.8303 0 36 1.8724 0 36 1.0547 3.0628 2.6234 1.883 1.364
4514B 28.0567 3.5017 450.0000 0.5149 0 40 0.9835 0 25 0.0184 3.6168 3.0552 .2597 .4560
4515 0.1942 2.7467 300.0000 0.1760 1 24 2.4625 1 24 0.9064 3.6168 2.3214 3.722 3.704
1502 0.6052 1.1322 825.0000 1.3639 0 41 2.6895 0 34 2.2535 2.3214 1.7958 1.347 .9039
14A13 16.6072 0.8411 1700.000 -1.2824 0 42 -0.4494 0 41 -0.0772 2.6234 2.4922 .4490 .5249
1312 15.7543 0.6101 1400.000 1.2789 0 42 0.4296 0 41 0.0812 2.4922 2.3036 .4516 .4454
1211 22.0747 0.6694 1700.000 1.2591 0 43 0.2497 0 43 0.0570 2.3036 2.1260 .3668 .4624
1103 34.9730 0.7240 2000.000 1.3908 0 45 0.3863 0 52 0.0398 2.1260 1.8559 .3930 .3779
0912 7.4604 1.8954 400.0000 0.0098 0 35 0.0090 0 35 0.0013 3.5073 2.3036 .0182 .7590
0908 0.1628 1.4741 375.0000 0.1342 0 34 1.2023 0 34 0.8244 3.5073 3.0210 2.686 2.722
0811 6.0914 1.5476 400.0000 0.0469 0 36 0.2228 0 35 0.0077 3.0210 2.1260 .0525 .3151
0804 0.2208 1.3886 450.0000 0.2329 0 33 1.4553 0 33 1.0548 3.0210 2.6399 2.268 2.088
0201 142.3584 2.9703 2000.000 3.6127 0 41 1.3682 0 50 0.0254 1.7958 1.6835 .3729 .3767
5248 8.1651 1.4277 200.0000 0.1401 0 40 0.2831 0 40 0.0172 7.0281 4.8211 .1404 .1057
4845 2.5500 1.2922 200.0000 0.2020 0 38 0.2998 0 14 0.0792 4.6433 3.6168 .2167 .5842
4250 11.5986 1.2184 200.0000 0.1729 0 38 0.1397 0 36 0.0149 7.3243 5.7468 .1214 .2338
5338 8.7547 1.3127 200.0000 0.0853 0 36 0.2064 0 0 0.0097 8.5204 6.0833 .1021 .4164
3851 5.0145 1.3130 200.0000 0.0000 0 0 0.0000 0 0 0.0000 6.0833 4.8173 .0000 .0000
4746o 17.3588 2.8540 400.0000 0.1698 0 40 0.7923 0 35 0.0098 4.6757 4.0833 .1891 .2082
4746u 0.1498 2.1194 300.0000 0.1013 0 23 1.4185 0 11 0.6762 4.6757 4.0833 3.585 3.611
4645o 15.8729 2.3953 400.0000 0.1740 0 40 0.5110 0 40 0.0110 4.0833 3.6168 .2082 .2921
4645u 0.1105 1.5637 300.0000 0.0988 0 36 1.3747 0 35 0.8940 4.0833 3.6168 3.611 3.722
3836o 9.9729 2.0945 400.0000 0.1484 0 41 0.1150 0 32 0.0149 6.0833 5.8398 .2082 .7996
3635o 35.6736 2.3986 400.0000 0.4186 0 41 0.4674 0 41 0.0117 5.8398 5.2671 .1746 .1678
2217o 14.0423 2.7133 500.0000 0.2394 0 42 0.9036 0 42 0.0170 3.5252 3.0745 .2503 .2489
2217u 0.6241 1.4127 750.0000 1.0015 0 49 2.2552 0 49 1.6046 3.5252 3.0543 2.220 1.739
2019o 11.6942 3.9374 300.0000 0.0000 0 0 0.0000 0 0 0.0000 5.0681 5.0681 .0000 .0000
2019u 0.6375 4.0085 450.0000 0.3761 0 35 2.4716 0 50 0.5899 6.4872 5.0681 1.082 1.262
1918o 18.5045 2.3357 400.0000 0.0000 0 0 0.0000 0 0 0.0000 5.0682 3.1840 .0000 .0000
1918u 0.9440 3.3387 600.0000 0.7024 0 35 2.5240 0 36 0.7441 5.0682 3.1840 .9469 2.140
1817o 9.1593 1.0777 500.0000 0.4942 0 36 0.5529 0 36 0.0540 3.1840 3.0817 .3681 .2634
1817u 0.5070 1.7932 600.0000 0.6107 0 24 2.1513 0 24 1.2046 3.1840 3.0543 2.140 2.173
1009o 8.3091 2.4754 300.0000 0.0000 0 0 0.0000 0 0 0.0000 4.2096 3.5073 .0000 .0000
1009u 0.2415 2.1864 375.0000 0.1466 0 35 1.6489 0 31 0.6071 4.2096 3.5073 1.625 2.686
0706o 7.2322 2.6000 300.0000 0.0421 0 35 0.2674 0 35 0.0058 5.0188 4.5399 .0625 .1330
0706u 0.1248 1.7661 300.0000 0.0872 0 23 1.2159 0 23 0.6988 5.0188 4.5399 3.395 3.466
0604o 9.6606 3.5635 300.0000 0.2004 0 36 0.8462 0 36 0.0207 4.5399 2.8394 .1330 .1314
0604u 0.3116 2.8210 375.0000 0.3089 0 28 2.7776 0 28 0.9916 4.5399 2.6399 2.773 2.506
0504o 8.6316 3.1836 300.0000 0.0053 0 35 0.2092 0 35 0.0006 4.3066 2.8026 .0218 .0086
0504u 0.1541 2.1802 300.0000 0.1328 0 34 1.8537 0 34 0.8619 4.3066 2.6399 3.355 3.132
0403o 9.0589 2.2976 400.0000 0.0000 0 0 0.0000 0 0 0.0000 1.8559 1.8559 .0000 .0000
0403u 1.9283 4.3647 750.0000 1.0818 0 35 2.4915 0 35 0.5610 2.6399 1.8559 1.253 1.007
0302o 2.9365 0.3239 300.0000 0.0375 0 40 0.1559 0 40 0.0128 1.8559 1.8226 .1196 .0420
0302u 3.2556 3.6173 600.0000 0.7068 0 40 0.7795 0 40 0.2171 1.8559 1.7958 1.259 1.242
14a14bo 75.9084 3.3944 500.0000 0.3704 0 41 0.3192 0 37 0.0049 3.0552 2.6234 .1304 .2468
14a14bu 0.1368 1.9347 300.0000 0.1362 1 1 1.9027 1 1 0.9962 3.0552 2.6234 4.184 3.411
FREE # 1 Undefnd Undefnd Undefn 3.9053 0 49
*==================================================*
| 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 0.0149 0.5197 0.0035
5047 4.9167 31.7500 0.0000 323.3333 0.0591 0.5869 0.0270
5114b 6.1944 14.3056 0.0000 339.5000 0.0320 0.3169 0.0070
4342 0.1667 359.8333 0.0000 0.0000 0.0125 0.4987 0.0034
3736 0.1667 49.8542 0.0000 309.9792 0.1026 1.3870 0.0346
3534 5.6667 354.3333 0.0000 0.0000 0.0807 0.8043 0.0441
3422 5.6667 15.7222 0.0000 338.6111 0.0982 0.9831 0.0445
3130 0.1667 43.1111 0.0000 316.7222 0.0710 1.4238 0.0076
3024 0.1667 33.6389 0.0000 326.1944 0.1300 0.1639 3.3366
3036 10.7500 43.9861 305.2639 0.0000 0.1339 2.2844 0.0254
2827 0.1667 0.0000 0.0000 359.8333 0.0350 0.1697 0.0679
2726 341.4778 18.5222 0.0000 0.0000 0.0825 1.6579 0.0121
2629 0.2500 359.7500 0.0000 0.0000 0.0739 0.6770 0.0395
2930 0.2500 44.3333 0.0000 315.4167 0.0801 0.9068 0.0872
2725 0.1667 359.8333 0.0000 0.0000 0.1058 0.1139 2.1120
2524 0.1667 51.9861 0.0000 307.8472 0.1124 0.1141 1.9757
2422 0.1667 359.8333 0.0000 0.0000 0.1679 0.2906 3.2794
L575 0.1667 10.3333 0.0000 349.5000 0.0522 0.5494 0.0460
2117 3.6111 14.8056 0.0000 341.5833 0.0758 0.7562 0.0158
1714B 318.4389 15.5278 26.0333 0.0000 0.1007 2.0073 0.0509
1716 0.1667 355.8750 0.0000 3.9583 0.2938 0.8902 3.5062
1615 0.1667 359.8333 0.0000 0.0000 0.2278 0.4522 3.8543
1614A 6.2500 91.8333 261.9167 0.0000 0.2281 0.4608 2.2439
4514B 288.5417 35.6944 0.0000 35.7639 0.0738 1.1357 0.0905
4515 0.1667 359.8333 0.0000 0.0000 0.0839 0.0728 2.3943
1502 0.1667 359.8333 0.0000 0.0000 0.2314 0.5233 2.4199
14A13 73.2083 286.7917 0.0000 0.0000 0.3406 2.8588 0.3714
1312 73.3333 286.6667 0.0000 0.0000 0.3116 2.9886 0.2687
1211 8.1667 351.8333 0.0000 0.0000 0.3205 5.0687 0.1751
1103 0.1667 359.8333 0.0000 0.0000 0.3501 4.1351 0.2579
0912 356.6667 3.3333 0.0000 0.0000 0.1118 1.1547 0.0011
0908 0.1667 359.8333 0.0000 0.0000 0.1049 0.1137 1.2150
0811 352.8333 5.7500 0.0000 1.4167 0.0423 0.4226 0.0049
0804 0.1667 359.8333 0.0000 0.0000 0.1315 0.1657 1.3088
0201 0.1667 359.8333 0.0000 0.0000 0.3533 3.5217 0.8718
5248 0.1667 0.0000 0.0000 359.8333 0.0166 0.4965 0.0069
4845 5.6667 71.2083 0.0000 283.1250 0.0751 0.7505 0.0215
4250 0.2500 355.0833 0.0000 4.6667 0.0253 1.2594 0.0049
5338 0.1667 354.9583 0.0000 4.8750 0.0395 1.3813 0.0032
3851 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
4746o 326.9583 32.7014 0.0000 0.3403 0.0389 0.2150 0.0628
4746u 0.1667 359.8333 0.0000 0.0000 0.0840 0.0729 1.5171
4645o 325.6667 34.3333 0.0000 0.0000 0.0490 0.3404 0.0511
4645u 0.1667 359.8333 0.0000 0.0000 0.0839 0.0729 1.5083
3836o 5.0000 355.0000 0.0000 0.0000 0.0941 1.5575 0.0192
3635o 332.8611 0.0000 0.0000 27.1389 0.0303 0.8956 0.0320
2217o 344.0556 6.1389 0.0000 9.8056 0.0637 0.2650 0.1127
2217u 0.1667 359.8333 0.0000 0.0000 0.2148 0.4522 3.1374
2019o 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
2019u 0.1667 359.8333 0.0000 0.0000 0.1346 0.1624 1.2214
1918o 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
1918u 0.1667 359.8333 0.0000 0.0000 0.1679 0.2804 2.3177
1817o 338.0347 0.0000 0.0000 21.9653 0.0762 0.8945 0.0872
1817u 0.1667 359.8333 0.0000 0.0000 0.1825 0.2959 2.1700
1009o 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
1009u 0.1667 359.8333 0.0000 0.0000 0.1063 0.1139 1.0652
0706o 346.8056 13.1944 0.0000 0.0000 0.0246 0.1616 0.0076
0706u 0.1667 359.8333 0.0000 0.0000 0.0876 0.0728 1.2368
0604o 341.9653 0.0000 0.0000 18.0347 0.0341 0.2369 0.0335
0604u 0.1667 359.8333 0.0000 0.0000 0.1050 0.1135 2.5182
0504o 357.7778 0.0000 0.0000 2.2222 0.0045 0.0252 0.0010
0504u 0.1667 359.8333 0.0000 0.0000 0.0840 0.0729 1.7680
0403o 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
0403u 0.1667 359.8333 0.0000 0.0000 0.2277 0.4526 2.0190
0302o 350.1111 0.0000 0.0000 9.8889 0.0221 0.2408 0.0038
0302u 0.1667 359.8333 0.0000 0.0000 0.3108 0.9868 0.5849
14a14bo 341.1389 17.3333 0.0000 1.5278 0.0428 1.3482 0.0264
14a14bu 6.1667 353.8333 0.0000 0.0000 0.0839 0.0727 1.8764
*===========================================*
| 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 0.0082 177.0468 0.0002 0.9990 0.1879 0.0052 0.1544 2.7082
5047 0.0319 689.7541 0.0007 0.9827 0.9613 0.0160 0.1580 0.0350
5114b 0.0056 120.0166 0.0004 0.9780 1.0172 0.0054 0.0531 0.0350
4342 0.0081 173.8924 0.0002 0.9990 0.2219 0.0042 0.1378 2.7082
3736 0.0086 186.1029 0.0003 0.9990 0.9282 0.0245 0.2706 1.2037
3534 0.0131 282.7960 0.0010 0.9798 0.2432 0.0098 0.0966 0.0350
3422 0.0134 290.1788 0.0010 0.9798 0.5699 0.0102 0.1008 0.0450
3130 0.0126 272.5165 0.0005 0.9990 0.8995 0.0131 0.2624 2.1064
3024 0.0852 1839.5152 0.0017 0.9990 1.4503 0.0652 0.0647 0.7824
3036 -0.0207 -447.6805 0.0016 0.9598 0.0019 0.0561 0.6200 0.0204
2827 0.0147 318.3809 0.0006 0.9990 1.2115 0.0115 0.0375 1.2037
2726 0.0050 108.7622 0.0007 0.1108 0.0246 0.0317 0.1413 0.0200
2629 0.0079 169.5928 0.0005 0.9990 0.1485 0.0193 0.0928 2.1064
2930 0.0324 700.1361 0.0013 0.9990 0.6765 0.0237 0.1676 1.2037
2725 0.0359 774.5252 0.0010 0.9990 1.1754 0.0481 0.0390 0.7824
2524 0.0357 771.8566 0.0010 0.9967 1.6011 0.0457 0.0348 0.0130
2422 0.1211 2616.7421 0.0025 0.9990 0.8854 0.0871 0.1175 0.7824
L575 0.0227 490.5449 0.0008 0.9990 0.5380 0.0176 0.1265 2.7082
2117 0.0127 275.2072 0.0010 0.9884 0.9219 0.0115 0.1136 0.0200
1714B -0.0164 -353.9444 0.0013 0.2501 0.0000 0.0166 0.2261 0.0208
1716 0.2929 6327.5551 0.0062 0.9990 0.9860 0.1320 0.2903 See the original
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