Original source · versioned page text
e10y1hr.out
From the archive XPXtrm.zip, inside Further information re: stormwater modelling - REC17/0011. File date in the archive: 2017-10-09 17:48.
was.. 1903001 0.0000 hours
Start date/time of the simulation was.. 1903001 0.0000 hours
Same date/time found in interface file and model
*===================================================*
| XP Note Field Summary |
*===================================================*
*=================================*
| Conduit Convergence Criteria |
*=================================*
Conduit Full Conduit
Name Flow Slope
----------------- ---------- ----------
5453 8.2971 0.0288
5047 2.8812 0.0234
5114b 3.5733 0.0360
4342 10.3858 0.0345
3736 14.9983 0.0296
3534 5.8173 0.0100
3422 6.0122 0.0175
3130 13.5508 0.0327
3024 0.4621 0.0263
3036 6.7857 0.0056
2827 15.5945 0.0320
2726 18.5574 0.0200
2629 2.4524 0.0022
2930 11.6053 0.0163
2725 0.2218 0.0160
2524 0.2779 0.0251
2422 0.8401 0.0187
L575 4.4056 0.0217
2117 10.3655 0.0050
1714B 8.1188 0.0018
1716 3.1532 0.0133
1615 0.7725 0.0048
1614A 0.7872 0.0050
4514B 28.0567 0.0271
4515 0.1942 0.0403
1502 0.6052 0.0018
14A13 16.6072 0.0260
1312 15.7543 0.0129
1211 22.0747 0.0092
1103 34.9730 0.0069
0912 7.4604 0.0273
0908 0.1628 0.0100
0811 6.0914 0.0182
0804 0.2208 0.0060
0201 142.3584 0.0120
5248 8.1651 0.0379
4845 2.5500 0.0183
4250 11.5986 0.0276
5338 8.7547 0.0321
3851 5.0145 0.0321
4746o 17.3588 0.0240
4746u 0.1498 0.0240
4645o 15.8729 0.0152
4645u 0.1105 0.0152
3836o 9.9729 0.0120
3635o 35.6736 0.0285
2217o 14.0423 0.0129
2217u 0.6241 0.0031
2019o 11.6942 0.0333
2019u 0.6375 0.0500
1918o 18.5045 0.0273
1918u 0.9440 0.0236
1817o 9.1593 0.0023
1817u 0.5070 0.0068
1009o 8.3091 0.0220
1009u 0.2415 0.0220
0706o 7.2322 0.0167
0706u 0.1248 0.0167
0604o 9.6606 0.0298
0604u 0.3116 0.0316
0504o 8.6316 0.0238
0504u 0.1541 0.0254
0403o 9.0589 0.0400
0403u 1.9283 0.0300
0302o 2.9365 0.0010
0302u 3.2556 0.0050
14a14bo 75.9084 0.0490
14a14bu 0.1368 0.0200
*=================================*
| Initial Model Condition |
| Initial Time = 0.00 hours |
*=================================*
Junction / Depth / Elevation ===> "*" Junction is Surcharged.
N54/ 0.00 / 8.90 N53/ 0.00 / 8.50 N52/ 0.00 / 7.00
N38/ 0.00 / 5.00 N51/ 0.00 / 3.80 N48/ 0.00 / 3.60
N50/ 0.00 / 4.70 N47/ 0.00 / 3.60 N46/ 0.00 / 3.00
N45/ 0.00 / 2.50 N43/ 0.00 / 9.20 N42/ 0.00 / 7.30
N37/ 0.00 / 7.00 N36/ 0.00 / 4.47 N35/ 0.00 / 3.20
N34/ 0.00 / 4.10 N31/ 0.00 / 7.50 N30/ 0.00 / 4.20
N29/ 0.00 / 6.40 N28/ 0.00 / 8.30 N27/ 0.00 / 5.35
N26/ 0.00 / 6.50 N25/ 0.00 / 4.87 N24/ 0.00 / 2.59
N23/ 0.00 / 4.70 N22/ 0.00 / 1.86 N21/ 0.00 / 2.00
N20/ 0.00 / 6.00 N19/ 0.00 / 4.50 N18/ 0.00 / 1.90
N17/ 0.00 / 1.75 N16/ 0.00 / 1.34 N15/ 0.00 / 1.21
N14B/ 0.00 / 1.80 N14A/ 0.05 / 1.65 N13/ 0.00 / 1.86
N12/ 0.00 / 1.68 N11/ 0.00 / 1.34 N10/ 0.00 / 3.60
N9/ 0.00 / 2.50 N8/ 0.00 / 2.00 N7/ 0.00 / 4.00
N6/ 0.00 / 3.50 N5/ 0.00 / 3.30 N4/ 0.00 / 1.70
N3/ 0.00 / 1.10 N2/ 0.00 / 1.05 N1/ 0.00 / 0.93
Conduit/ FLOW ===> "*" Conduit uses the normal flow option.
5453/ 0.00 5047/ 0.00 5114b/ 0.00
4342/ 0.00 3736/ 0.00 3534/ 0.00
3422/ 0.00 3130/ 0.00 3024/ 0.00
3036/ 0.00 2827/ 0.00 2726/ 0.00
2629/ 0.00 2930/ 0.00 2725/ 0.00
2524/ 0.00 2422/ 0.00 L575/ 0.00
2117/ 0.00 1714B/ 0.00 1716/ 0.00
1615/ 0.00 1614A/ 0.00 4514B/ 0.00
4515/ 0.00 1502/ 0.00 14A13/ 0.00
1312/ 0.00 1211/ 0.00 1103/ 0.00
0912/ 0.00 0908/ 0.00 0811/ 0.00
0804/ 0.00 0201/ 0.00 5248/ 0.00
4845/ 0.00 4250/ 0.00 5338/ 0.00
3851/ 0.00 4746o/ 0.00 4746u/ 0.00
4645o/ 0.00 4645u/ 0.00 3836o/ 0.00
3635o/ 0.00 2217o/ 0.00 2217u/ 0.00
2019o/ 0.00 2019u/ 0.00 1918o/ 0.00
1918u/ 0.00 1817o/ 0.00 1817u/ 0.00
1009o/ 0.00 1009u/ 0.00 0706o/ 0.00
0706u/ 0.00 0604o/ 0.00 0604u/ 0.00
0504o/ 0.00 0504u/ 0.00 0403o/ 0.00
0403u/ 0.00 0302o/ 0.00 0302u/ 0.00
14a14bo/ 0.00 14a14bu/ 0.00 FREE # 1/ 0.00
Conduit/ Velocity
5453/ 0.00 5047/ 0.00 5114b/ 0.00
4342/ 0.00 3736/ 0.00 3534/ 0.00
3422/ 0.00 3130/ 0.00 3024/ 0.00
3036/ 0.00 2827/ 0.00 2726/ 0.00
2629/ 0.00 2930/ 0.00 2725/ 0.00
2524/ 0.00 2422/ 0.00 L575/ 0.00
2117/ 0.00 1714B/ 0.00 1716/ 0.00
1615/ 0.00 1614A/ 0.00 4514B/ 0.00
4515/ 0.00 1502/ 0.00 14A13/ 0.00
1312/ 0.00 1211/ 0.00 1103/ 0.00
0912/ 0.00 0908/ 0.00 0811/ 0.00
0804/ 0.00 0201/ 0.00 5248/ 0.00
4845/ 0.00 4250/ 0.00 5338/ 0.00
3851/ 0.00 4746o/ 0.00 4746u/ 0.00
4645o/ 0.00 4645u/ 0.00 3836o/ 0.00
3635o/ 0.00 2217o/ 0.00 2217u/ 0.00
2019o/ 0.00 2019u/ 0.00 1918o/ 0.00
1918u/ 0.00 1817o/ 0.00 1817u/ 0.00
1009o/ 0.00 1009u/ 0.00 0706o/ 0.00
0706u/ 0.00 0604o/ 0.00 0604u/ 0.00
0504o/ 0.00 0504u/ 0.00 0403o/ 0.00
0403u/ 0.00 0302o/ 0.00 0302u/ 0.00
14a14bo/ 0.00 14a14bu/ 0.00
Conduit/ Cross Sectional Area
5453/ 0.00 5047/ 0.00 5114b/ 0.00
4342/ 0.00 3736/ 0.00 3534/ 0.00
3422/ 0.00 3130/ 0.00 3024/ 0.00
3036/ 0.00 2827/ 0.00 2726/ 0.00
2629/ 0.00 2930/ 0.00 2725/ 0.00
2524/ 0.00 2422/ 0.00 L575/ 0.00
2117/ 0.00 1714B/ 0.00 1716/ 0.00
1615/ 0.00 1614A/ 0.00 4514B/ 0.00
4515/ 0.00 1502/ 0.00 14A13/ 0.01
1312/ 0.00 1211/ 0.00 1103/ 0.00
0912/ 0.00 0908/ 0.00 0811/ 0.00
0804/ 0.00 0201/ 0.00 5248/ 0.00
4845/ 0.00 4250/ 0.00 5338/ 0.00
3851/ 0.00 4746o/ 0.00 4746u/ 0.00
4645o/ 0.00 4645u/ 0.00 3836o/ 0.00
3635o/ 0.00 2217o/ 0.00 2217u/ 0.00
2019o/ 0.00 2019u/ 0.00 1918o/ 0.00
1918u/ 0.00 1817o/ 0.00 1817u/ 0.00
1009o/ 0.00 1009u/ 0.00 0706o/ 0.00
0706u/ 0.00 0604o/ 0.00 0604u/ 0.00
0504o/ 0.00 0504u/ 0.00 0403o/ 0.00
0403u/ 0.00 0302o/ 0.00 0302u/ 0.00
14a14bo/ 0.00 14a14bu/ 0.00
Conduit/ Hydraulic Radius
5453/ 0.00 5047/ 0.00 5114b/ 0.00
4342/ 0.00 3736/ 0.00 3534/ 0.00
3422/ 0.00 3130/ 0.00 3024/ 0.00
3036/ 0.00 2827/ 0.00 2726/ 0.00
2629/ 0.00 2930/ 0.00 2725/ 0.00
2524/ 0.00 2422/ 0.00 L575/ 0.00
2117/ 0.00 1714B/ 0.00 1716/ 0.00
1615/ 0.00 1614A/ 0.03 4514B/ 0.00
4515/ 0.00 1502/ 0.00 14A13/ 0.02
1312/ 0.00 1211/ 0.00 1103/ 0.00
0912/ 0.00 0908/ 0.00 0811/ 0.00
0804/ 0.00 0201/ 0.00 5248/ 0.00
4845/ 0.00 4250/ 0.00 5338/ 0.00
3851/ 0.00 4746o/ 0.00 4746u/ 0.00
4645o/ 0.00 4645u/ 0.00 3836o/ 0.00
3635o/ 0.00 2217o/ 0.00 2217u/ 0.00
2019o/ 0.00 2019u/ 0.00 1918o/ 0.00
1918u/ 0.00 1817o/ 0.00 1817u/ 0.00
1009o/ 0.00 1009u/ 0.00 0706o/ 0.00
0706u/ 0.00 0604o/ 0.00 0604u/ 0.00
0504o/ 0.00 0504u/ 0.00 0403o/ 0.00
0403u/ 0.00 0302o/ 0.00 0302u/ 0.00
14a14bo/ 0.00 14a14bu/ 0.02
Conduit/ Upstream/ Downstream Elevation
5453/ 7.00/ 7.00 5047/ 3.60/ 3.60 5114b/ 1.80/ 1.80
4342/ 7.30/ 7.30 3736/ 4.20/ 4.20 3534/ 4.10/ 4.10
3422/ 1.86/ 1.86 3130/ 4.20/ 4.20 3024/ 2.59/ 2.59
3036/ 4.47/ 4.47 2827/ 5.35/ 5.35 2726/ 6.50/ 6.50
2629/ 6.40/ 6.40 2930/ 4.20/ 4.20 2725/ 4.87/ 4.87
2524/ 2.59/ 2.59 2422/ 1.86/ 1.86 L575/ 1.86/ 1.86
2117/ 1.75/ 1.75 1714B/ 1.80/ 1.80 1716/ 1.34/ 1.34
1615/ 1.21/ 1.21 1614A/ 1.65/ 1.65 4514B/ 1.80/ 1.80
4515/ 1.21/ 1.21 1502/ 1.05/ 1.05 14A13/ 1.86/ 1.65
1312/ 1.68/ 1.68 1211/ 1.34/ 1.34 1103/ 1.10/ 1.10
0912/ 1.68/ 1.68 0908/ 2.00/ 2.00 0811/ 1.34/ 1.34
0804/ 1.70/ 1.70 0201/ 0.93/ 0.93 5248/ 3.60/ 3.60
4845/ 2.50/ 2.50 4250/ 4.70/ 4.70 5338/ 5.00/ 5.00
3851/ 3.80/ 3.80 4746o/ 3.00/ 3.00 4746u/ 3.00/ 3.00
4645o/ 2.50/ 2.50 4645u/ 2.50/ 2.50 3836o/ 4.47/ 4.47
3635o/ 3.20/ 3.20 2217o/ 1.75/ 1.75 2217u/ 1.75/ 1.75
2019o/ 4.50/ 4.50 2019u/ 4.50/ 4.50 1918o/ 1.90/ 1.90
1918u/ 1.90/ 1.90 1817o/ 1.75/ 1.75 1817u/ 1.75/ 1.75
1009o/ 2.50/ 2.50 1009u/ 2.50/ 2.50 0706o/ 3.50/ 3.50
0706u/ 3.50/ 3.50 0604o/ 1.70/ 1.70 0604u/ 1.70/ 1.70
0504o/ 1.70/ 1.70 0504u/ 1.70/ 1.70 0403o/ 1.10/ 1.10
0403u/ 1.10/ 1.10 0302o/ 1.05/ 1.05 0302u/ 1.05/ 1.05
14a14bo/ 1.65/ 1.65 14a14bu/ 1.80/ 1.65
*===================================================*
| Table E5 - Junction Time Limitation Summary |
| (0.10 or 0.25)* Depth * Area |
| Time step = ------------------------------ |
| Sum of Flow |
*===================================================*
| The time this junction was the limiting junction |
| is listed in the third column. |
*===================================================*
Junction Time(.10) Time(.25) Time(sec)
----------------- --------- --------- ---------
N54 50.0000 50.0000 140.0000
N53 50.0000 50.0000 0.0000
N52 50.0000 50.0000 0.0000
N38 2.9945 7.4861 0.0000
N51 3.2804 8.2010 35.0000
N48 2.9344 7.3360 40.0000
N50 2.8378 7.0946 65.0000
N47 1.1736 2.9339 520.0000
N46 1.2516 3.1291 17695.0000
N45 1.1369 2.8422 35.0000
N43 50.0000 50.0000 0.0000
N42 50.0000 50.0000 0.0000
N37 50.0000 50.0000 0.0000
N36 2.6897 6.7243 25.0000
N35 3.6906 9.2266 5.0000
N34 50.0000 50.0000 0.0000
N31 50.0000 50.0000 0.0000
N30 0.6010 1.5024 215.0000
N29 50.0000 50.0000 0.0000
N28 50.0000 50.0000 0.0000
N27 1.9401 4.8502 340.0000
N26 50.0000 50.0000 0.0000
N25 2.2014 5.5034 25.0000
N24 0.5729 1.4323 15.0000
N23 36.5477 50.0000 0.0000
N22 0.9219 2.3048 630.0000
N21 2.3747 5.9367 100.0000
N20 0.9466 2.3665 45.0000
N19 0.6818 1.7046 225.0000
N18 1.3398 3.3494 30.0000
N17 1.0340 2.5850 5.0000
N16 3.1872 7.9679 35.0000
N15 7.0100 17.5250 0.0000
N14B 0.7074 1.7685 645.0000
N14A 18.7177 46.7942 0.0000
N13 30.3406 50.0000 0.0000
N12 21.9218 50.0000 0.0000
N11 50.0000 50.0000 0.0000
N10 2.0594 5.1484 80.0000
N9 1.6189 4.0472 455.0000
N8 0.7564 1.8909 10.0000
N7 1.4020 3.5049 70.0000
N6 1.5719 3.9297 15.0000
N5 1.5747 3.9368 100.0000
N4 1.3613 3.4033 0.0000
N3 31.4023 50.0000 0.0000
N2 29.0864 50.0000 0.0000
N1 50.0000 50.0000 0.0000
The junction requiring the smallest time step was...N46
*==========================================================*
| Table E5a - Conduit Explicit Condition Summary |
| Courant = Conduit Length |
| Time step = -------------------------------- |
| Velocity + sqrt(g*depth) |
| |
| Conduit Implicit Condition Summary |
| Courant = Conduit Length |
| Time step = -------------------------------- |
| Velocity |
*==========================================================*
| The 3rd column is the Explicit time step times the |
| minimum courant time step factor |
| |
| Minimum Conduit Time Step in seconds in the 4th column |
| in the list. Maximum possible is 10 * maximum time step |
| |
| The 5th column is the maximum change at any time step |
| during the simulation. The 6th column is the wobble |
| value which is an indicator of the flow stability. |
| |
| You should use this section to find those conduits that |
| are slowing your model down. Use modify conduits to |
| alter the length of the slow conduits to make your |
| simulation faster, or change the conduit name to |
| "CHME?????" where ????? are any characters, this will |
| lengthen the conduit based on the model time step, |
| not the value listed in modify conduits. |
*==========================================================*
Conduit Time(exp) Expl*Cmin Time(imp) Time(min) Max Qchange Wobble Type of Soln
-------------- --------- --------- --------- --------- ----------- ------- ------------
5453 50.0000 50.0000 50.0000 6.9167 0.0006 0.0234 Normal Soln
5047 36.6699 36.6699 50.0000 0.0000 0.0068 0.2252 Normal Soln
5114b 50.0000 50.0000 50.0000 0.0000 0.0377 0.0641 Normal Soln
4342 50.0000 50.0000 50.0000 0.0000 0.0006 0.0194 Normal Soln
3736 37.3385 37.3385 50.0000 0.0000 0.0015 0.0174 Normal Soln
3534 5.9079 5.9079 15.2258 0.0000 0.0098 0.2467 Normal Soln
3422 23.8979 23.8979 50.0000 0.0000 0.0119 0.2342 Normal Soln
3130 50.0000 50.0000 50.0000 0.0000 -0.0020 0.0299 Normal Soln
3024 7.3767 7.3767 17.2655 0.0000 -0.0113 2.2807 Normal Soln
3036 12.9393 12.9393 50.0000 0.0000 0.0084 0.2915 Normal Soln
2827 30.7986 30.7986 49.6264 0.0000 0.0015 0.0283 Normal Soln
2726 8.6171 8.6171 50.0000 0.0000 0.0079 0.0394 Normal Soln
2629 35.1585 35.1585 50.0000 0.0000 0.0018 0.2544 Normal Soln
2930 30.6712 30.6712 50.0000 0.0000 0.0036 0.1047 Normal Soln
2725 4.9625 4.9625 12.4838 0.0000 0.0051 2.3934 Normal Soln
2524 14.6221 14.6221 32.7239 0.0000 -0.0051 2.0303 Normal Soln
2422 6.3452 6.3452 16.9758 0.0000 0.0269 1.9984 Normal Soln
L575 47.8150 47.8150 50.0000 0.0000 -0.0059 0.1679 Normal Soln
2117 8.8416 8.8416 23.3958 0.0000 -0.0033 0.0539 Normal Soln
1714B 22.7474 22.7474 50.0000 0.0000 0.0056 0.2354 Normal Soln
1716 4.6302 4.6302 12.6922 0.0000 -0.0231 1.4590 Normal Soln
1615 3.9225 3.9225 9.8645 0.0000 0.0085 3.4458 Normal Soln
1614A 1.7763 1.7763 5.2549 22.9167 -0.0115 3.2363 Normal Soln
4514B 14.8940 14.8940 24.7453 0.0000 -0.0061 0.0505 Normal Soln
4515 5.6708 5.6708 12.8220 0.0000 -0.0043 2.1151 Normal Soln
1502 15.1789 15.1789 33.7276 0.0000 0.0125 4.5520 Normal Soln
14A13 4.1143 4.1143 20.6979 0.0000 -0.0125 0.2159 Normal Soln
1312 6.2463 6.2463 29.9062 0.0000 0.0119 0.2223 Normal Soln
1211 16.7971 16.7971 50.0000 0.0000 0.0081 0.1542 Normal Soln
1103 15.6727 15.6727 50.0000 0.0000 -0.0059 0.1064 Normal Soln
0912 31.4527 31.4527 50.0000 0.0000 -0.0009 0.0096 Normal Soln
0908 11.4295 11.4295 41.7704 0.0000 0.0020 2.2002 Normal Soln
0811 41.1510 41.1510 50.0000 0.0000 0.0027 0.0435 Normal Soln
0804 10.9197 10.9197 34.5822 0.0000 0.0043 3.0212 Normal Soln
0201 3.0585 3.0585 7.3207 302.4167 -0.2323 0.1208 Normal Soln
5248 50.0000 50.0000 50.0000 0.0000 0.0008 0.0504 Normal Soln
4845 49.8271 49.8271 50.0000 0.0000 0.0022 0.1951 Normal Soln
4250 50.0000 50.0000 50.0000 0.0000 0.0011 0.0372 Normal Soln
5338 50.0000 50.0000 50.0000 0.0000 0.0008 0.0246 Normal Soln
3851 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
4746o 16.0711 16.0711 28.0554 0.0000 -0.0036 0.0286 Normal Soln
4746u 5.3372 5.3372 17.3493 0.0000 -0.0028 1.7828 Normal Soln
4645o 24.7229 24.7229 50.0000 0.0000 0.0025 0.0314 Normal Soln
4645u 7.0200 7.0200 23.9336 0.0000 0.0057 2.7167 Normal Soln
3836o 31.9945 31.9945 50.0000 0.0000 0.0009 0.0332 Normal Soln
3635o 18.3863 18.3863 39.2584 0.0000 0.0163 0.0390 Normal Soln
2217o 18.2480 18.2480 33.7716 0.0000 0.0058 0.0665 Normal Soln
2217u 5.6054 5.6054 15.5732 0.0000 -0.0583 3.9765 Normal Soln
2019o 26.3499 26.3499 43.6579 0.0000 0.0127 0.0238 Normal Soln
2019u 5.1556 5.1556 11.5782 0.0000 0.0062 1.6347 Normal Soln
1918o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
1918u 16.1798 16.1798 37.1928 0.0000 0.0112 2.0498 Normal Soln
1817o 14.7854 14.7854 38.3056 0.0000 0.0071 0.1481 Normal Soln
1817u 4.0038 4.0038 10.2892 0.0000 -0.0171 3.7244 Normal Soln
1009o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
1009u 10.5109 10.5109 30.4798 0.0000 0.0020 1.7509 Normal Soln
0706o 33.6980 33.6980 50.0000 0.0000 -0.0014 0.0231 Normal Soln
0706u 6.8070 6.8070 24.5486 0.0000 -0.0023 1.8402 Normal Soln
0604o 34.4219 34.4219 50.0000 0.0000 0.0024 0.0704 Normal Soln
0604u 9.6792 9.6792 20.7203 0.0000 0.0036 2.2368 Normal Soln
0504o 50.0000 50.0000 50.0000 0.0000 0.0014 0.0094 Normal Soln
0504u 12.5116 12.5116 34.0271 0.0000 0.0025 2.1932 Normal Soln
0403o 25.2116 25.2116 50.0000 0.0000 0.0019 0.0156 Normal Soln
0403u 3.3692 3.3692 7.5557 0.0000 -0.0104 1.2574 Normal Soln
0302o 9.7869 9.7869 30.4536 0.0000 -0.0032 0.2369 Normal Soln
0302u 2.7437 2.7437 11.9397 0.0000 -0.0089 0.5870 Normal Soln
14a14bo 8.2709 8.2709 26.2672 0.0000 0.0104 0.0245 Normal Soln
14a14bu 1.9094 1.9094 5.2413 27.7500 -0.0082 2.7553 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/ 0.46 /
3036/ 0.00 / 2827/ 0.03 / 2726/ 0.00 /
2629/ 0.03 / 2930/ 0.08 / 2725/ 0.15 /
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/ 0.23 / 5114b/ 0.05 /
4342/ 0.26 / 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/ 0.47 / 2930/ 0.21 / 2725/ 0.15 /
2524/ 0.15 / 2422/ 0.24 / L575/ 0.05 /
2117/ 0.03 / 1714B/ 1.68 / 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/ 0.05 / 0908/ 0.15 / 0811/ 0.02 /
0804/ 0.18 / 0201/ 0.28 / 5248/ 0.32 /
4845/ 0.23 / 4250/ 0.36 / 5338/ 1.89 /
3851/ 0.03 / 4746o/ 0.04 / 4746u/ 0.12 /
4645o/ 0.04 / 4645u/ 0.12 / 3836o/ 3.28 /
3635o/ 0.00 / 2217o/ 0.44 / 2217u/ 0.29 /
2019o/ 0.09 / 2019u/ 0.18 / 1918o/ 0.11 /
1918u/ 0.24 / 1817o/ 0.24 / 1817u/ 0.24 /
1009o/ 0.03 / 1009u/ 0.15 / 0706o/ 0.05 /
0706u/ 0.12 / 0604o/ 0.11 / 0604u/ 0.15 /
0504o/ 0.26 / 0504u/ 0.12 / 0403o/ 0.05 /
0403u/ 0.29 / 0302o/ 0.08 / 0302u/ 1.50 /
14a14bo/ 0.01 / 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/ 1.05 / N47/ 1.09 / N46/ 1.10 /
N45/ 1.14 / N43/ 0.02 / N42/ 0.03 /
N37/ 0.06 / N36/ 1.38 / N35/ 1.11 /
N34/ 0.11 / N31/ 0.02 / N30/ 1.65 /
N29/ 0.13 / N28/ 0.08 / N27/ 1.38 /
N26/ 0.20 / N25/ 0.81 / N24/ 1.55 /
N23/ 0.12 / N22/ 1.71 / N21/ 1.09 /
N20/ 1.02 / N19/ 1.50 / N18/ 1.31 /
N17/ 1.34 / N16/ 1.76 / N15/ 1.15 /
N14B/ 1.28 / N14A/ 1.12 / N13/ 0.73 /
N12/ 0.68 / N11/ 0.87 / N10/ 0.95 /
N9/ 1.02 / N8/ 1.04 / N7/ 1.03 /
N6/ 1.05 / N5/ 1.02 / N4/ 1.12 /
N3/ 0.81 / N2/ 0.79 / N1/ 0.79 /
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/ 2.92 / 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/ 0.12 / 1614A/ 0.06 / 4514B/ 0.00 /
4515/ 0.06 / 1502/ 0.46 / 14A13/ 0.07 /
1312/ 0.00 / 1211/ 0.04 / 1103/ 0.18 /
0912/ 0.00 / 0908/ 0.01 / 0811/ 0.00 /
0804/ 0.01 / 0201/ 0.15 / 5248/ 0.07 /
4845/ 0.11 / 4250/ 0.08 / 5338/ 0.59 /
3851/ 0.01 / 4746o/ 0.00 / 4746u/ 0.01 /
4645o/ 0.00 / 4645u/ 0.01 / 3836o/ 6.51 /
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/ 0.32 /
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........ 7908
Total number of time steps during simulation.... 5750
Ratio of actual # of time steps / NTCYC......... 1.331
Average number of iterations per time step...... 1.375
Average time step size(seconds)................ 3.757
Smallest time step size(seconds)................ 0.556
Largest time step size(seconds)................ 5.000
Average minimum Conduit Courant time step (sec). 4.537
Average minimum implicit time step (sec)........ 1.554
Average minimum junction time step (sec)........ 1.554
Average Courant Factor Tf....................... 1.554
Number of times omega reduced................... 74
*=========================================================*
| 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 1.04 5955 0 6 0 0 0
N53 0 1.06 6098 0 5 0 0 0
N52 0 1.17 6726 0 8 0 0 0
N38 0 1.11 6376 0 4 0 0 0
N51 0 1.04 6004 1 28 1 1 0
N48 0 1.15 6606 1 22 1 0 0
N50 0 1.20 6900 1 28 1 1 0
N47 0 1.32 7587 0 7 0 0 0
N46 0 1.35 7763 1 8 0 0 0
N45 0 1.51 8672 3 18 5 0 0
N43 0 1.06 6079 0 6 0 0 0
N42 0 1.15 6600 0 6 0 0 0
N37 0 1.08 6204 0 6 0 0 0
N36 0 1.53 8826 0 10 2 0 0
N35 0 1.34 7694 1 7 0 0 0
N34 0 1.29 7433 0 12 1 0 0
N31 0 1.13 6505 0 13 1 0 0
N30 0 1.59 9166 3 12 3 0 0
N29 0 1.31 7518 0 6 0 0 0
N28 0 1.11 6393 0 7 0 0 0
N27 0 1.42 8164 2 21 1 0 0
N26 0 1.29 7439 0 5 0 0 0
N25 0 1.20 6894 0 11 1 0 0
N24 0 1.37 7872 1 9 0 0 0
N23 0 1.21 6970 0 7 0 0 0
N22 0 1.51 8681 11 18 2 0 0
N21 0 1.26 7263 0 17 1 0 0
N20 0 1.23 7047 1 22 2 0 0
N19 0 1.34 7703 0 9 0 0 0
N18 0 1.53 8819 1 8 0 0 0
N17 0 1.87 10755 4 13 3 0 0
N16 0 1.54 8875 1 13 6 0 0
N15 0 1.31 7547 0 7 0 0 0
N14B 0 1.79 10268 3 14 2 0 0
N14A 0 1.62 9287 1 13 6 0 0
N13 0 1.50 8646 0 7 0 0 0
N12 0 1.41 8123 0 6 0 0 0
N11 0 1.50 8605 0 10 1 0 0
N10 0 1.12 6449 0 5 0 0 0
N9 0 1.22 7031 2 15 2 0 0
N8 0 1.27 7298 0 12 1 0 0
N7 0 1.15 6620 1 16 1 0 0
N6 0 1.39 7981 5 19 1 0 0
N5 0 1.13 6478 1 7 0 0 0
N4 0 1.50 8640 4 14 3 0 0
N3 0 1.86 10717 3 16 3 0 0
N2 0 1.72 9912 0 8 0 0 0
N1 0 1.62 9293 22 23 24 0 0
Total number of iterations for all junctions.. 370482
Minimum number of possible iterations......... 276000
Efficiency of the simulation.................. 1.34
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 8.9218 0 25 0.0000 1.0782 1.0000 0.0000 0.0000 0.0000
N53 10.0000 8.7000 8.5222 0 25 0.0000 1.4778 1.0000 0.0000 0.0000 0.0000
N52 10.0000 7.2000 7.0299 0 27 0.0000 2.9701 1.0000 0.0000 0.0000 0.0000
N38 10.0000 6.4000 6.0865 0 30 0.0000 3.9135 1.0000 0.0000 0.0000 0.0000
N51 10.0000 5.0000 4.8192 0 25 0.0000 5.1808 1.0000 0.0000 0.0000 0.0000
N48 10.0000 5.0000 4.6486 0 26 0.0000 5.3514 1.0000 0.0000 0.0000 0.0000
N50 10.0000 5.9000 5.7522 0 27 0.0000 4.2478 1.0000 0.0000 0.0000 0.0000
N47 10.0000 5.0000 4.6872 0 25 0.0000 5.3128 1.0000 0.0000 0.0000 0.0000
N46 10.0000 4.4000 4.0955 0 26 0.0000 5.9045 1.0000 0.0000 0.0000 0.0000
N45 10.0000 3.9500 3.6409 0 30 0.0000 6.3591 1.0000 0.0000 0.0000 0.0000
N43 10.0000 9.4000 9.2205 0 25 0.0000 0.7795 1.0000 0.0000 0.0000 0.0000
N42 10.0000 7.5000 7.3264 0 26 0.0000 2.6736 1.0000 0.0000 0.0000 0.0000
N37 10.0000 7.4000 7.0643 0 25 0.0000 2.9357 1.0000 0.0000 0.0000 0.0000
N36 10.0000 6.1700 5.8493 0 27 0.0000 4.1507 1.0000 0.0000 0.0000 0.0000
N35 10.0000 5.6000 4.3121 0 27 0.0000 5.6879 1.0000 0.0000 0.0000 0.0000
N34 10.0000 4.5000 4.2080 0 28 0.0000 5.7920 1.0000 0.0000 0.0000 0.0000
N31 10.0000 7.8000 7.5217 0 25 0.0000 2.4783 1.0000 0.0000 0.0000 0.0000
N30 10.0000 6.0200 5.8508 0 27 0.0000 4.1492 1.0000 0.0000 0.0000 0.0000
N29 10.0000 6.8000 6.5307 0 25 0.0000 3.4693 1.0000 0.0000 0.0000 0.0000
N28 10.0000 8.7000 8.3771 0 25 0.0000 1.6229 1.0000 0.0000 0.0000 0.0000
N27 10.0000 7.1000 6.7263 0 25 0.0000 3.2737 1.0000 0.0000 0.0000 0.0000
N26 10.0000 6.9000 6.6969 0 25 0.0000 3.3031 1.0000 0.0000 0.0000 0.0000
N25 10.0000 5.2450 5.6814 0 28 0.4364 4.3186 1.0000 0.0000 0.0000 0.0000
N24 10.0000 3.3100 4.1396 0 30 0.8296 5.8604 1.0000 0.0000 0.0000 0.0000
N23 10.0000 5.0000 4.8247 0 25 0.0000 5.1753 1.0000 0.0000 0.0000 0.0000
N22 10.0000 3.9000 3.5725 0 30 0.0000 6.4275 1.0000 0.0000 0.0000 0.0000
N21 10.0000 3.5000 3.0888 0 28 0.0000 6.9112 1.0000 0.0000 0.0000 0.0000
N20 10.0000 7.3000 7.0213 0 25 0.0000 2.9787 1.0000 0.0000 0.0000 0.0000
N19 10.0000 6.4000 6.0046 0 25 0.0000 3.9954 1.0000 0.0000 0.0000 0.0000
N18 10.0000 3.5000 3.2081 0 26 0.0000 6.7919 1.0000 0.0000 0.0000 0.0000
N17 10.0000 3.4500 3.0884 0 28 0.0000 6.9116 1.0000 0.0000 0.0000 0.0000
N16 10.0000 2.4000 3.1030 0 27 0.7030 6.8970 1.0000 0.0000 0.0000 0.0000
N15 10.0000 2.0350 2.3584 0 31 0.3234 7.6416 1.0000 0.0000 0.0000 0.0000
N14B 10.0000 3.4900 3.0819 0 29 0.0000 6.9181 1.0000 0.0000 0.0000 0.0000
N14A 10.0000 3.3000 2.7193 0 30 0.0000 7.2807 1.0000 0.0000 0.0000 0.0000
N13 10.0000 3.5600 2.5888 0 30 0.0000 7.4112 1.0000 0.0000 0.0000 0.0000
N12 10.0000 3.3800 2.3643 0 32 0.0000 7.6357 1.0000 0.0000 0.0000 0.0000
N11 10.0000 3.3400 2.2088 0 34 0.0000 7.7912 1.0000 0.0000 0.0000 0.0000
N10 10.0000 4.9000 4.5514 0 25 0.0000 5.4486 1.0000 0.0000 0.0000 0.0000
N9 10.0000 3.9000 3.5158 0 25 0.0000 6.4842 1.0000 0.0000 0.0000 0.0000
N8 10.0000 3.4000 3.0392 0 25 0.0000 6.9608 1.0000 0.0000 0.0000 0.0000
N7 10.0000 5.3000 5.0262 0 25 0.0000 4.9738 1.0000 0.0000 0.0000 0.0000
N6 10.0000 4.8000 4.5543 0 25 0.0000 5.4457 1.0000 0.0000 0.0000 0.0000
N5 10.0000 4.6000 4.3164 0 25 0.0000 5.6836 1.0000 0.0000 0.0000 0.0000
N4 10.0000 3.2000 2.8243 0 25 0.0000 7.1757 1.0000 0.0000 0.0000 0.0000
N3 10.0000 3.1000 1.9067 0 32 0.0000 8.0933 1.0000 0.0000 0.0000 0.0000
N2 10.0000 3.0500 1.8403 0 32 0.0000 8.1597 1.0000 0.0000 0.0000 0.0000
N1 10.0000 2.9300 1.7203 0 32 0.0000 8.2797 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 0.0970 0 25 0.1678 0 25 0.0117 8.9218 7.0299 .1089 .1497
5047 2.8812 1.4600 200.0000 0.3109 0 27 0.4884 0 19 0.1079 5.7522 4.6872 .2610 .4361
5114b 3.5733 1.8108 200.0000 0.0733 0 25 0.3771 0 23 0.0205 4.8192 3.0819 .0962 .4094
4342 10.3858 1.3631 200.0000 0.0996 0 25 0.1824 0 0 0.0096 9.2205 7.3264 .1024 .1322
3736 14.9983 3.6090 400.0000 0.1141 0 25 0.7387 0 13 0.0076 7.0643 5.8508 .1607 .8269
3534 5.8173 1.4765 400.0000 0.7065 0 27 0.6568 0 27 0.1215 4.3121 4.2080 .2803 .2699
3422 6.0122 1.5213 400.0000 0.6974 0 28 0.5482 0 27 0.1160 4.2080 3.5725 .2699 .4311
3130 13.5508 2.2744 300.0000 0.1725 0 25 0.3478 0 17 0.0127 7.5217 5.8508 .0723 .5026
3024 0.4621 2.9058 450.0000 0.4523 0 45 2.9539 0 46 0.9786 5.8508 4.1396 3.668 2.843
3036 6.7857 1.4251 400.0000 0.4803 0 26 0.2002 0 26 0.0708 5.8508 5.8493 .5769 .8232
2827 15.5945 3.7524 400.0000 0.1990 0 25 1.0078 0 25 0.0128 8.3771 6.7766 .1927 .1915
2726 18.5574 3.1124 300.0000 0.3257 0 25 0.1614 0 25 0.0175 6.7263 6.6969 .0877 .6564
2629 2.4524 0.5150 400.0000 0.3117 0 25 0.3338 0 25 0.1271 6.6969 6.5307 .4923 .3267
2930 11.6053 2.4373 400.0000 0.6074 0 25 0.8307 0 17 0.0523 6.5307 5.8508 .3267 .5769
2725 0.2218 2.0080 375.0000 0.2603 0 13 2.4031 0 12 1.1737 6.7263 5.6814 3.670 2.163
2524 0.2779 2.5163 375.0000 0.2537 0 13 2.4503 0 12 0.9127 5.6814 4.1396 2.163 3.412
2422 0.8401 2.9711 600.0000 0.6520 0 14 2.2974 0 14 0.7762 4.1396 3.5725 2.582 2.854
L575 4.4056 1.1111 300.0000 0.3407 0 26 0.4940 0 26 0.0773 4.8248 3.5725 .4158 .5748
2117 10.3655 2.0976 500.0000 0.1732 0 22 0.4274 0 22 0.0167 3.0888 3.0884 .1776 .2768
1714B 8.1188 0.9553 500.0000 0.4106 0 28 -0.3167 0 41 0.0506 3.0884 3.0819 .4768 .5638
1716 3.1532 3.6415 1050.000 2.0524 0 25 2.3637 0 25 0.6509 3.0884 3.1030 1.274 1.669
1615 0.7725 1.7486 750.0000 1.2167 0 26 2.7375 0 26 1.5750 3.1021 2.3583 2.349 1.531
1614A 0.7872 1.7819 750.0000 0.8439 0 24 1.9030 0 24 1.0720 3.1021 2.7193 1.936 1.492
4514B 28.0567 3.5017 450.0000 0.6108 0 25 0.9699 0 18 0.0218 3.6409 3.0819 .3130 .5153
4515 0.1942 2.7467 300.0000 0.1783 1 5 2.4966 1 5 0.9185 3.6409 2.3583 3.802 3.827
1502 0.6052 1.1322 825.0000 1.3690 0 25 2.6684 0 22 2.2619 2.3584 1.8403 1.392 .9580
14A13 16.6072 0.8411 1700.000 -1.7456 0 29 -0.4832 0 27 -0.1051 2.7193 2.5888 .5055 .5817
1312 15.7543 0.6101 1400.000 1.7375 0 30 0.4681 0 27 0.1103 2.5888 2.3643 .5206 .4888
1211 22.0747 0.6694 1700.000 1.7013 0 31 0.2797 0 30 0.0771 2.3643 2.2088 .4026 .5111
1103 34.9730 0.7240 2000.000 1.8519 0 34 0.3879 0 45 0.0530 2.2088 1.9067 .4344 .4034
0912 7.4604 1.8954 400.0000 0.0358 0 25 0.0283 0 25 0.0048 3.5158 2.3643 .0396 .9109
0908 0.1628 1.4741 375.0000 0.1336 0 22 1.1970 0 22 0.8208 3.5158 3.0392 2.708 2.771
0811 6.0914 1.5476 400.0000 0.1322 0 25 0.3143 0 24 0.0217 3.0392 2.2088 .0980 .5221
0804 0.2208 1.3886 450.0000 0.2317 0 30 1.4473 0 30 1.0490 3.0392 2.8243 2.309 2.498
0201 142.3584 2.9703 2000.000 4.0347 0 32 1.3661 0 44 0.0283 1.8403 1.7203 .3952 .3951
5248 8.1651 1.4277 200.0000 0.1679 0 27 0.3049 0 27 0.0206 7.0299 4.8230 .1497 .1149
4845 2.5500 1.2922 200.0000 0.2445 0 26 0.2998 0 13 0.0959 4.6486 3.6409 .2431 .7044
4250 11.5986 1.2184 200.0000 0.2157 0 26 0.1515 0 25 0.0186 7.3264 5.7522 .1322 .2610
5338 8.7547 1.3127 200.0000 0.1075 0 25 0.2843 0 0 0.0123 8.5222 6.0865 .1109 .4326
3851 5.0145 1.3130 200.0000 0.0000 0 0 0.0000 0 0 0.0000 6.0865 4.8192 .0000 .0000
4746o 17.3588 2.8540 400.0000 0.2480 0 25 0.8912 0 25 0.0143 4.6872 4.0955 .2180 .2387
4746u 0.1498 2.1194 300.0000 0.1016 0 21 1.4416 0 11 0.6781 4.6872 4.0955 3.624 3.651
4645o 15.8729 2.3953 400.0000 0.2491 0 26 0.5827 0 25 0.0157 4.0955 3.6409 .2387 .3522
4645u 0.1105 1.5637 300.0000 0.0991 0 23 1.3788 0 23 0.8967 4.0955 3.6409 3.651 3.802
3836o 9.9729 2.0945 400.0000 0.1640 0 30 0.1120 0 5 0.0164 6.0865 5.8493 .2163 .8232
3635o 35.6736 2.3986 400.0000 0.6875 0 27 0.5111 0 27 0.0193 5.8493 5.2744 .1982 .1861
2217o 14.0423 2.7133 500.0000 0.4670 0 30 1.0366 0 34 0.0333 3.5724 3.1224 .3449 .3449
2217u 0.6241 1.4127 750.0000 0.9984 0 41 2.2485 0 41 1.5997 3.5724 3.0884 2.283 1.784
2019o 11.6942 3.9474 300.0000 0.1402 0 25 0.6874 0 25 0.0120 7.0213 6.0203 .0709 .0675
2019u 0.6375 4.0085 450.0000 0.4153 0 27 2.5953 0 27 0.6514 7.0213 6.0046 2.269 3.343
1918o 18.5045 3.0423 400.0000 0.0004 0 25 0.0005 0 25 0.0000 6.0046 3.2081 .0114 .5203
1918u 0.9440 3.3387 600.0000 0.8435 0 25 2.9576 0 25 0.8935 6.0046 3.2081 2.507 2.180
1817o 9.1593 1.0777 500.0000 0.6790 0 26 0.5744 0 27 0.0741 3.2081 3.1027 .4162 .3053
1817u 0.5070 1.7932 600.0000 0.6070 0 15 2.1382 0 15 1.1973 3.2081 3.0884 2.180 2.230
1009o 8.3091 2.4754 300.0000 0.0000 0 0 0.0000 0 0 0.0000 4.5508 3.5158 .0000 .0000
1009u 0.2415 2.1864 375.0000 0.1787 0 25 1.6404 0 12 0.7402 4.5508 3.5158 2.535 2.708
0706o 7.2322 2.5990 300.0000 0.0729 0 25 0.3121 0 25 0.0101 5.0262 4.5543 .0873 .1809
0706u 0.1248 1.7661 300.0000 0.0877 0 14 1.2221 0 14 0.7023 5.0262 4.5543 3.420 3.514
0604o 9.6606 3.5632 300.0000 0.3385 0 25 0.9924 0 25 0.0350 4.5543 2.8538 .1809 .1794
0604u 0.3116 2.8210 375.0000 0.3061 0 36 2.7511 0 36 0.9824 4.5543 2.8243 2.811 2.998
0504o 8.6316 3.1817 300.0000 0.0406 0 25 0.4139 0 24 0.0047 4.3164 2.8243 .0546 .0810
0504u 0.1541 2.1802 300.0000 0.1327 0 22 1.8516 0 22 0.8609 4.3164 2.8243 3.387 3.747
0403o 9.0589 2.2976 400.0000 0.0700 0 25 0.3392 0 25 0.0077 2.8243 2.0171 .0607 .0428
0403u 1.9283 4.3647 750.0000 1.1590 0 23 2.6470 0 23 0.6011 2.8243 1.9067 1.499 1.075
0302o 2.9365 0.3239 300.0000 0.3478 0 32 0.3284 0 32 0.1184 1.9067 1.8623 .2892 .1742
0302u 3.2556 3.6173 600.0000 0.7550 0 37 0.8375 0 37 0.2319 1.9067 1.8403 1.344 1.317
14a14bo 75.9084 3.3944 500.0000 0.9212 0 29 0.3809 0 25 0.0121 3.0819 2.7193 .1838 .4387
14a14bu 0.1368 1.9347 300.0000 0.1366 0 52 1.9079 0 52 0.9988 3.0819 2.7193 4.273 3.731
FREE # 1 Undefnd Undefnd Undefn 4.0347 0 32
*==================================================*
| 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 0.0167 0.5823 0.0043
5047 5.4167 29.2778 0.0000 325.3056 0.0667 0.6638 0.0324
5114b 6.7500 18.7361 0.0000 334.5139 0.0445 0.4431 0.0079
4342 0.1667 359.8333 0.0000 0.0000 0.0144 0.5721 0.0041
3736 0.1667 48.2250 0.0000 311.6083 0.1090 1.4703 0.0383
3534 6.1667 353.8333 0.0000 0.0000 0.1075 1.0776 0.0718
3422 6.1667 20.2778 0.0000 333.5556 0.1309 1.3211 0.0724
3130 0.1667 42.4028 0.0000 317.4306 0.0774 1.5530 0.0094
3024 0.1667 33.4023 0.0000 326.4310 0.1303 0.1639 3.3642
3036 11.2917 43.6111 305.0972 0.0000 0.1401 2.4267 0.0557
2827 0.1667 0.0000 0.0000 359.8333 0.0378 0.1976 0.0774
2726 335.9028 24.0972 0.0000 0.0000 0.1008 2.0317 0.0178
2629 0.2500 359.7500 0.0000 0.0000 0.0871 0.9346 0.0546
2930 0.2500 43.0972 0.0000 316.6528 0.0900 1.0536 0.1053
2725 0.1667 359.8333 0.0000 0.0000 0.1056 0.1139 2.1236
2524 0.1667 48.9306 0.0000 310.9028 0.1119 0.1147 2.0165
2422 0.1667 359.8333 0.0000 0.0000 0.1740 0.2906 3.3413
L575 0.1667 16.3056 0.0000 343.5278 0.0636 0.8837 0.0582
2117 3.9444 19.1667 0.0000 336.8889 0.1087 1.0908 0.0182
1714B 321.1944 19.9722 18.8333 0.0000 0.1149 2.5262 0.0512
1716 0.1667 355.6667 0.0000 4.1667 0.2938 0.8902 3.5964
1615 0.1667 359.8333 0.0000 0.0000 0.2280 0.4522 3.9598
1614A 6.6667 65.3333 288.0000 0.0000 0.2282 0.4610 2.3050
4514B 307.1667 33.8611 0.0000 18.9722 0.0839 1.5138 0.0933
4515 0.1667 359.8333 0.0000 0.0000 0.0840 0.0728 2.4474
1502 0.1667 359.8333 0.0000 0.0000 0.2317 0.5318 2.4787
14A13 96.4167 263.5833 0.0000 0.0000 0.3646 3.6893 0.4379
1312 96.3333 263.6667 0.0000 0.0000 0.3213 3.8637 0.3191
1211 8.6667 351.3333 0.0000 0.0000 0.3706 6.2016 0.2145
1103 0.1667 359.8333 0.0000 0.0000 0.3502 5.3565 0.2896
0912 353.4444 6.5556 0.0000 0.0000 0.1411 1.4771 0.0040
0908 0.1667 359.8333 0.0000 0.0000 0.1049 0.1137 1.2149
0811 350.6111 7.7222 0.0000 1.6667 0.0819 0.8302 0.0139
0804 0.1667 359.8333 0.0000 0.0000 0.1284 0.1642 1.3014
0201 0.1667 359.8333 0.0000 0.0000 0.3533 4.1223 0.8724
5248 0.1667 0.0000 0.0000 359.8333 0.0186 0.5543 0.0080
4845 6.0833 52.6667 0.0000 301.2500 0.0866 0.8689 0.0260
4250 0.2500 354.5833 0.0000 5.1667 0.0289 1.4395 0.0059
5338 0.1667 354.5417 0.0000 5.2917 0.0414 1.4466 0.0040
3851 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
4746o 329.4444 30.3889 0.0000 0.1667 0.0447 0.2823 0.0803
4746u 0.1667 359.8333 0.0000 0.0000 0.0843 0.0729 1.5362
4645o 327.8889 32.1111 0.0000 0.0000 0.0557 0.4721 0.0649
4645u 0.1667 359.8333 0.0000 0.0000 0.0839 0.0728 1.5274
3836o 5.5000 354.5000 0.0000 0.0000 0.0986 1.6466 0.0210
3635o 329.1944 0.0000 0.0000 30.8056 0.0345 1.3498 0.0391
2217o 339.5833 4.7500 0.0000 15.6667 0.0779 0.5222 0.1542
2217u 0.1667 359.8333 0.0000 0.0000 0.2131 0.4523 3.2700
2019o 355.6042 0.0000 0.0000 4.3958 0.0207 0.2040 0.0143
2019u 0.1667 359.8333 0.0000 0.0000 0.1350 0.1656 2.5751
1918o 358.6944 1.3056 0.0000 0.0000 0.0399 0.6872 0.0001
1918u 0.1667 359.8333 0.0000 0.0000 0.1679 0.2912 4.1574
1817o 332.6389 8.1389 0.0000 19.2222 0.0831 1.1891 0.1032
1817u 0.1667 359.8333 0.0000 0.0000 0.1825 0.2962 2.2003
1009o 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
1009u 0.1667 359.8333 0.0000 0.0000 0.1049 0.1139 1.5746
0706o 342.2778 17.7222 0.0000 0.0000 0.0330 0.2347 0.0125
0706u 0.1667 359.8333 0.0000 0.0000 0.0897 0.0728 1.2408
0604o 337.4722 0.0000 0.0000 22.5278 0.0448 0.3412 0.0536
0604u 0.1667 359.8333 0.0000 0.0000 0.1049 0.1135 2.6406
0504o 354.2500 3.2917 0.0000 2.4583 0.0180 0.1081 0.0075
0504u 0.1667 359.8333 0.0000 0.0000 0.0840 0.0729 1.8359
0403o 356.0417 0.0000 0.0000 3.9583 0.0210 0.2065 0.0070
0403u 0.1667 359.8333 0.0000 0.0000 0.2270 0.4594 2.4188
0302o 342.3889 0.0000 0.0000 17.6111 0.0475 1.0592 0.0228
0302u 0.3333 359.6667 0.0000 0.0000 0.3109 0.9868 0.6646
14a14bo 338.1944 20.3611 0.0000 1.4444 0.0812 3.6933 0.0407
14a14bu 6.6667 353.3333 0.0000 0.0000 0.0839 0.0727 1.8939
*===========================================*
| Table E12. Mean Conduit Flow Information |
*===========================================*
Mean Total Mean Low Mean Mean Mean Mean
Conduit Flow Flow Percent Flow Froude Hydraulic Cross Conduit
Name (cms) (m^3) Change Weightng Number Radius Area Roughness
--------------- -------- -------- -------- -------- ------ -------- ------ ---------
5453 0.0071 153.2389 0.0003 0.9990 0.1778 0.0047 0.1396 2.7953
5047 0.0280 604.0690 0.0009 0.9814 1.0066 0.0150 0.1483 0.0350
5114b 0.0048 103.1541 0.0003 0.9762 0.9910 0.0064 0.0630 0.0350
4342 0.0069 150.0567 0.0003 0.9990 0.2109 0.0038 0.1247 2.7953
3736 0.0074 159.4642 0.0003 0.9990 0.9380 0.0254 0.3071 1.2424
3534 0.0217 468.9385 0.0016 0.9783 0.2329 0.0124 0.1233 0.0350
3422 0.0221 476.8890 0.0016 0.9781 0.5067 0.0145 0.1449 0.0450
3130 0.0107 231.2684 0.0005 0.9990 0.8686 0.0147 0.2940 2.1742
3024 0.0674 1455.4222 0.0016 0.9990 1.4368 0.0562 0.0566 0.8075
3036 -0.0083 -178.2239 0.0025 0.9569 0.0060 0.0560 0.6552 0.0205
2827 0.0126 272.2286 0.0006 0.9990 1.2584 0.0099 0.0346 1.2424
2726 0.0082 177.7052 0.0009 0.1557 0.0376 0.0316 0.2118 0.0200
2629 0.0107 231.2973 0.0007 0.9990 0.1620 0.0196 0.1111 2.1742
2930 0.0316 682.9919 0.0015 0.9990 0.6680 0.0231 0.1866 1.2424
2725 0.0267 577.2191 0.0008 0.9990 1.1728 0.0391 0.0325 0.8075
2524 0.0266 573.6028 0.0008 0.9963 1.6186 0.0373 0.0305 0.0130
2422 0.0942 2034.3244 0.0025 0.9990 0.8627 0.0751 0.1012 0.8075
L575 0.0191 413.0136 0.0009 0.9990 0.5519 0.0161 0.1362 2.7953
2117 0.0109 234.6505 0.0008 0.9877 0.8874 0.0143 0.1420 0.0200
1714B -0.0028 -59.9782 0.0021 0.2503 0.0050 0.0191 0.3087 0.0208
1716 0.2402 5187.6012 0.0067 0.9990 0.9983 0.1123 0.2588 See the original
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