Original source · versioned page text
e5y1hr.out
From the archive XPXtrm.zip, inside Further information re: stormwater modelling - REC17/0011. File date in the archive: 2017-10-09 17:58.
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 165.0000
N53 50.0000 50.0000 0.0000
N52 50.0000 50.0000 0.0000
N38 2.9445 7.3612 5.0000
N51 3.4884 8.7211 35.0000
N48 3.1301 7.8252 40.0000
N50 2.8979 7.2447 60.0000
N47 0.9111 2.2779 525.0000
N46 2.0164 5.0409 17830.0000
N45 1.1345 2.8363 60.0000
N43 50.0000 50.0000 0.0000
N42 50.0000 50.0000 0.0000
N37 50.0000 50.0000 0.0000
N36 2.9432 7.3579 30.0000
N35 3.9635 9.9088 5.0000
N34 50.0000 50.0000 0.0000
N31 50.0000 50.0000 0.0000
N30 0.7366 1.8414 290.0000
N29 50.0000 50.0000 0.0000
N28 50.0000 50.0000 0.0000
N27 2.2362 5.5906 165.0000
N26 50.0000 50.0000 0.0000
N25 3.2618 8.1546 345.0000
N24 0.7053 1.7632 5.0000
N23 45.9335 50.0000 0.0000
N22 0.6721 1.6803 395.0000
N21 2.6675 6.6688 100.0000
N20 1.8026 4.5065 120.0000
N19 7.5486 18.8715 0.0000
N18 1.6637 4.1592 10.0000
N17 1.4399 3.5997 50.0000
N16 5.2122 13.0306 0.0000
N15 9.2156 23.0391 0.0000
N14B 0.8010 2.0026 625.0000
N14A 16.6851 41.7128 0.0000
N13 19.1790 47.9475 0.0000
N12 22.9941 50.0000 0.0000
N11 50.0000 50.0000 0.0000
N10 2.9328 7.3321 85.0000
N9 2.1312 5.3279 280.0000
N8 0.7996 1.9991 10.0000
N7 1.6551 4.1377 160.0000
N6 1.7035 4.2588 15.0000
N5 1.4288 3.5721 190.0000
N4 5.3702 13.4255 0.0000
N3 43.7857 50.0000 0.0000
N2 50.0000 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 8.6667 0.0005 0.0196 Normal Soln
5047 38.8423 38.8423 50.0000 0.0000 0.0017 0.1854 Normal Soln
5114b 50.0000 50.0000 50.0000 0.0000 0.0093 0.0410 Normal Soln
4342 50.0000 50.0000 50.0000 0.0000 0.0007 0.0162 Normal Soln
3736 38.9684 38.9684 50.0000 0.0000 -0.0010 0.0146 Normal Soln
3534 8.1185 8.1185 22.1304 0.0000 0.0032 0.1000 Normal Soln
3422 32.6516 32.6516 50.0000 0.0000 -0.0037 0.0956 Normal Soln
3130 50.0000 50.0000 50.0000 0.0000 0.0020 0.0243 Normal Soln
3024 7.3810 7.3810 17.2814 0.0000 -0.0137 2.2703 Normal Soln
3036 14.8385 14.8385 50.0000 0.0000 0.0155 0.1897 Normal Soln
2827 31.9195 31.9195 50.0000 0.0000 -0.0013 0.0241 Normal Soln
2726 9.3829 9.3829 50.0000 0.0000 0.0032 0.0297 Normal Soln
2629 38.0147 38.0147 50.0000 0.0000 0.0015 0.1785 Normal Soln
2930 30.3275 30.3275 50.0000 0.0000 0.0029 0.0805 Normal Soln
2725 4.9910 4.9910 12.6465 0.0000 0.0043 2.3715 Normal Soln
2524 14.8132 14.8132 32.6910 0.0000 -0.0039 2.0156 Normal Soln
2422 6.4199 6.4199 17.0108 0.0000 0.0352 1.9715 Normal Soln
L575 50.0000 50.0000 50.0000 0.0000 0.0019 0.1283 Normal Soln
2117 9.6366 9.6366 23.7333 0.0000 0.0090 0.0428 Normal Soln
1714B 23.2736 23.2736 50.0000 0.0000 0.0396 0.0971 Normal Soln
1716 4.7101 4.7101 12.9859 0.0000 -0.0162 1.3805 Normal Soln
1615 3.9821 3.9821 9.9818 0.0000 0.0089 3.3252 Normal Soln
1614A 1.8015 1.8015 5.3185 18.6667 -0.0108 2.8674 Normal Soln
4514B 15.1078 15.1078 25.2141 0.0000 0.0037 0.0378 Normal Soln
4515 5.6697 5.6697 12.8428 0.0000 0.0048 2.0611 Normal Soln
1502 15.2540 15.2540 33.5771 0.0000 0.0104 4.5029 Normal Soln
14A13 4.3229 4.3229 23.0011 0.0000 -0.0110 0.1429 Normal Soln
1312 6.5258 6.5258 33.4002 0.0000 0.0099 0.1469 Normal Soln
1211 18.5831 18.5831 50.0000 0.0000 0.0056 0.1025 Normal Soln
1103 15.6686 15.6686 50.0000 0.0000 0.0038 0.0736 Normal Soln
0912 35.7556 35.7556 50.0000 0.0000 -0.0004 0.0025 Normal Soln
0908 11.4670 11.4670 41.7922 0.0000 0.0033 2.1911 Normal Soln
0811 50.0000 50.0000 50.0000 0.0000 -0.0017 0.0220 Normal Soln
0804 10.8226 10.8226 33.5911 0.0000 -0.0061 2.6827 Normal Soln
0201 3.0585 3.0585 7.3212 305.3333 0.0171 0.0543 Normal Soln
5248 50.0000 50.0000 50.0000 0.0000 0.0010 0.0389 Normal Soln
4845 50.0000 50.0000 50.0000 0.0000 0.0039 0.1591 Normal Soln
4250 50.0000 50.0000 50.0000 0.0000 0.0007 0.0312 Normal Soln
5338 50.0000 50.0000 50.0000 0.0000 0.0007 0.0207 Normal Soln
3851 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
4746o 17.4030 17.4030 30.4499 0.0000 0.0022 0.0197 Normal Soln
4746u 5.3590 5.3590 17.6057 0.0000 0.0020 1.7175 Normal Soln
4645o 26.9049 26.9049 50.0000 0.0000 0.0023 0.0219 Normal Soln
4645u 7.0499 7.0499 23.9501 0.0000 0.0054 2.6533 Normal Soln
3836o 33.2464 33.2464 50.0000 0.0000 0.0009 0.0257 Normal Soln
3635o 22.1077 22.1077 45.5420 0.0000 0.0045 0.0147 Normal Soln
2217o 25.3621 25.3621 49.2302 0.0000 -0.0016 0.0141 Normal Soln
2217u 5.6555 5.6555 15.5626 0.0000 -0.0536 3.8002 Normal Soln
2019o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
2019u 5.7740 5.7740 12.1282 0.0000 0.0027 1.2812 Normal Soln
1918o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
1918u 18.0653 18.0653 43.3386 0.0000 0.0108 1.7803 Normal Soln
1817o 15.2633 15.2633 39.4734 0.0000 0.0069 0.1122 Normal Soln
1817u 4.0338 4.0338 10.2564 0.0000 -0.0151 3.5237 Normal Soln
1009o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
1009u 11.0702 11.0702 30.8689 0.0000 0.0017 1.5579 Normal Soln
0706o 37.7509 37.7509 50.0000 0.0000 0.0059 0.0142 Normal Soln
0706u 6.8233 6.8233 24.5845 0.0000 0.0020 1.9388 Normal Soln
0604o 38.3341 38.3341 50.0000 0.0000 0.0019 0.0483 Normal Soln
0604u 9.6497 9.6497 20.5973 0.0000 0.0036 2.2040 Normal Soln
0504o 50.0000 50.0000 50.0000 0.0000 -0.0006 0.0023 Normal Soln
0504u 12.6003 12.6003 33.8724 0.0000 0.0022 2.0819 Normal Soln
0403o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
0403u 3.5012 3.5012 7.7611 0.0000 -0.0080 1.1891 Normal Soln
0302o 21.9952 21.9952 50.0000 0.0000 0.0002 0.0045 Normal Soln
0302u 2.9326 2.9326 13.8340 0.0000 0.0037 0.5014 Normal Soln
14a14bo 11.1567 11.1567 30.6337 0.0000 0.0056 0.0062 Normal Soln
14a14bu 1.9100 1.9100 5.2416 27.3333 -0.0074 2.3223 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...................................2217u
*==================================================*
| 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/ 0.27 / 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/ 0.37 / 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/ 1.70 / 1716/ 0.41 /
1615/ 0.29 / 1614A/ 0.33 / 4514B/ 0.18 /
4515/ 0.15 / 1502/ 0.32 / 14A13/ 0.18 /
1312/ 0.00 / 1211/ 0.03 / 1103/ 0.10 /
0912/ 0.02 / 0908/ 0.15 / 0811/ 0.11 /
0804/ 0.18 / 0201/ 0.28 / 5248/ 0.32 /
4845/ 0.23 / 4250/ 0.36 / 5338/ 1.86 /
3851/ 0.03 / 4746o/ 0.03 / 4746u/ 0.12 /
4645o/ 0.05 / 4645u/ 0.12 / 3836o/ 3.28 /
3635o/ 0.01 / 2217o/ 0.16 / 2217u/ 0.29 /
2019o/ 0.00 / 2019u/ 0.18 / 1918o/ 0.05 /
1918u/ 0.24 / 1817o/ 0.18 / 1817u/ 0.24 /
1009o/ 0.01 / 1009u/ 0.15 / 0706o/ 0.07 /
0706u/ 0.12 / 0604o/ 0.10 / 0604u/ 0.15 /
0504o/ 0.15 / 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/ 1.00 / 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/ 1.08 / N51/ 1.02 / N48/ 1.04 /
N50/ 1.05 / N47/ 1.08 / N46/ 1.08 /
N45/ 1.11 / N43/ 0.02 / N42/ 0.02 /
N37/ 0.06 / N36/ 1.36 / N35/ 1.07 /
N34/ 0.06 / N31/ 0.02 / N30/ 1.63 /
N29/ 0.12 / N28/ 0.07 / N27/ 1.37 /
N26/ 0.17 / N25/ 0.78 / N24/ 1.48 /
N23/ 0.12 / N22/ 1.63 / N21/ 1.04 /
N20/ 0.78 / N19/ 0.70 / N18/ 1.29 /
N17/ 1.29 / N16/ 1.70 / N15/ 1.10 /
N14B/ 1.24 / N14A/ 0.99 / N13/ 0.61 /
N12/ 0.60 / N11/ 0.76 / N10/ 0.67 /
N9/ 1.01 / N8/ 1.03 / N7/ 1.02 /
N6/ 1.04 / N5/ 1.01 / N4/ 1.00 /
N3/ 0.74 / N2/ 0.73 / N1/ 0.73 /
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/ 0.08 / L575/ 0.02 /
2117/ 0.01 / 1714B/ 0.00 / 1716/ 0.07 /
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/ 0.14 / 5248/ 0.07 /
4845/ 0.11 / 4250/ 0.08 / 5338/ 0.58 /
3851/ 0.01 / 4746o/ 0.00 / 4746u/ 0.01 /
4645o/ 0.00 / 4645u/ 0.01 / 3836o/ 6.50 /
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........ 7398
Total number of time steps during simulation.... 5643
Ratio of actual # of time steps / NTCYC......... 1.306
Average number of iterations per time step...... 1.311
Average time step size(seconds)................ 3.828
Smallest time step size(seconds)................ 0.625
Largest time step size(seconds)................ 5.000
Average minimum Conduit Courant time step (sec). 4.574
Average minimum implicit time step (sec)........ 1.566
Average minimum junction time step (sec)........ 1.566
Average Courant Factor Tf....................... 1.566
Number of times omega reduced................... 30
*=========================================================*
| 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 1.02 5777 0 6 0 0 0
N53 0 1.03 5830 0 4 0 0 0
N52 0 1.12 6332 0 7 0 0 0
N38 0 1.09 6132 0 13 1 0 0
N51 0 1.03 5809 0 8 0 0 0
N48 0 1.13 6387 1 21 1 0 0
N50 0 1.22 6887 1 20 1 0 0
N47 0 1.28 7226 0 7 0 0 0
N46 0 1.31 7375 1 6 0 0 0
N45 0 1.46 8253 3 16 2 0 0
N43 0 1.03 5830 0 5 0 0 0
N42 0 1.13 6378 0 6 0 0 0
N37 0 1.08 6078 0 6 0 0 0
N36 0 1.46 8258 0 9 0 0 0
N35 0 1.24 6970 1 16 1 0 0
N34 0 1.22 6909 0 14 1 0 0
N31 0 1.10 6214 0 9 0 0 0
N30 0 1.52 8559 3 14 3 0 0
N29 0 1.28 7195 0 7 0 0 0
N28 0 1.10 6225 0 7 0 0 0
N27 0 1.39 7855 0 17 2 0 0
N26 0 1.23 6965 0 6 0 0 0
N25 0 1.19 6699 0 7 0 0 0
N24 0 1.36 7702 1 12 1 0 0
N23 0 1.20 6768 0 7 0 0 0
N22 0 1.43 8066 1 13 1 0 0
N21 0 1.21 6827 1 19 1 0 0
N20 0 1.14 6422 0 6 0 0 0
N19 0 1.29 7287 0 9 0 0 0
N18 0 1.49 8392 0 8 0 0 0
N17 0 1.68 9471 0 13 1 0 0
N16 0 1.54 8692 0 13 3 0 0
N15 0 1.32 7422 0 7 0 0 0
N14B 0 1.67 9423 0 13 1 0 0
N14A 0 1.56 8805 2 13 3 0 0
N13 0 1.41 7978 0 7 0 0 0
N12 0 1.34 7550 0 7 0 0 0
N11 0 1.45 8160 0 7 0 0 0
N10 0 1.11 6280 0 5 0 0 0
N9 0 1.18 6650 0 6 0 0 0
N8 0 1.24 6971 0 9 0 0 0
N7 0 1.13 6357 0 7 0 0 0
N6 0 1.34 7550 4 14 2 0 0
N5 0 1.09 6169 0 6 0 0 0
N4 0 1.40 7907 3 16 3 0 0
N3 0 1.64 9249 4 17 4 0 0
N2 0 1.60 9047 1 8 0 0 0
N1 0 1.50 8477 3 8 0 0 0
Total number of iterations for all junctions.. 349765
Minimum number of possible iterations......... 270864
Efficiency of the simulation.................. 1.29
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 8.9205 0 25 0.0000 1.0795 1.0000 0.0000 0.0000 0.0000
N53 10.0000 8.7000 8.5208 0 25 0.0000 1.4792 1.0000 0.0000 0.0000 0.0000
N52 10.0000 7.2000 7.0277 0 28 0.0000 2.9723 1.0000 0.0000 0.0000 0.0000
N38 10.0000 6.4000 6.0785 0 32 0.0000 3.9215 1.0000 0.0000 0.0000 0.0000
N51 10.0000 5.0000 4.8181 0 25 0.0000 5.1819 1.0000 0.0000 0.0000 0.0000
N48 10.0000 5.0000 4.6430 0 26 0.0000 5.3570 1.0000 0.0000 0.0000 0.0000
N50 10.0000 5.9000 5.7470 0 28 0.0000 4.2530 1.0000 0.0000 0.0000 0.0000
N47 10.0000 5.0000 4.6759 0 26 0.0000 5.3241 1.0000 0.0000 0.0000 0.0000
N46 10.0000 4.4000 4.0833 0 27 0.0000 5.9167 1.0000 0.0000 0.0000 0.0000
N45 10.0000 3.9500 3.6148 0 28 0.0000 6.3852 1.0000 0.0000 0.0000 0.0000
N43 10.0000 9.4000 9.2193 0 25 0.0000 0.7807 1.0000 0.0000 0.0000 0.0000
N42 10.0000 7.5000 7.3247 0 26 0.0000 2.6753 1.0000 0.0000 0.0000 0.0000
N37 10.0000 7.4000 7.0599 0 25 0.0000 2.9401 1.0000 0.0000 0.0000 0.0000
N36 10.0000 6.1700 5.8330 0 31 0.0000 4.1670 1.0000 0.0000 0.0000 0.0000
N35 10.0000 5.6000 4.2652 0 29 0.0000 5.7348 1.0000 0.0000 0.0000 0.0000
N34 10.0000 4.5000 4.1611 0 32 0.0000 5.8389 1.0000 0.0000 0.0000 0.0000
N31 10.0000 7.8000 7.5198 0 25 0.0000 2.4802 1.0000 0.0000 0.0000 0.0000
N30 10.0000 6.0200 5.8331 0 30 0.0000 4.1669 1.0000 0.0000 0.0000 0.0000
N29 10.0000 6.8000 6.5185 0 25 0.0000 3.4815 1.0000 0.0000 0.0000 0.0000
N28 10.0000 8.7000 8.3727 0 25 0.0000 1.6273 1.0000 0.0000 0.0000 0.0000
N27 10.0000 7.1000 6.7222 0 25 0.0000 3.2778 1.0000 0.0000 0.0000 0.0000
N26 10.0000 6.9000 6.6716 0 25 0.0000 3.3284 1.0000 0.0000 0.0000 0.0000
N25 10.0000 5.2450 5.6504 0 31 0.4054 4.3496 1.0000 0.0000 0.0000 0.0000
N24 10.0000 3.3100 4.0744 0 32 0.7644 5.9256 1.0000 0.0000 0.0000 0.0000
N23 10.0000 5.0000 4.8177 0 25 0.0000 5.1823 1.0000 0.0000 0.0000 0.0000
N22 10.0000 3.9000 3.4907 0 32 0.0000 6.5093 1.0000 0.0000 0.0000 0.0000
N21 10.0000 3.5000 3.0423 0 24 0.0000 6.9577 1.0000 0.0000 0.0000 0.0000
N20 10.0000 7.3000 6.7773 0 25 0.0000 3.2227 1.0000 0.0000 0.0000 0.0000
N19 10.0000 6.4000 5.1991 0 25 0.0000 4.8009 1.0000 0.0000 0.0000 0.0000
N18 10.0000 3.5000 3.1867 0 25 0.0000 6.8133 1.0000 0.0000 0.0000 0.0000
N17 10.0000 3.4500 3.0381 0 27 0.0000 6.9619 1.0000 0.0000 0.0000 0.0000
N16 10.0000 2.4000 3.0386 0 27 0.6386 6.9614 1.0000 0.0000 0.0000 0.0000
N15 10.0000 2.0350 2.3053 0 28 0.2703 7.6947 1.0000 0.0000 0.0000 0.0000
N14B 10.0000 3.4900 3.0437 0 28 0.0000 6.9563 1.0000 0.0000 0.0000 0.0000
N14A 10.0000 3.3000 2.5938 0 28 0.0000 7.4062 1.0000 0.0000 0.0000 0.0000
N13 10.0000 3.5600 2.4663 0 29 0.0000 7.5337 1.0000 0.0000 0.0000 0.0000
N12 10.0000 3.3800 2.2832 0 31 0.0000 7.7168 1.0000 0.0000 0.0000 0.0000
N11 10.0000 3.3400 2.1027 0 33 0.0000 7.8973 1.0000 0.0000 0.0000 0.0000
N10 10.0000 4.9000 4.2713 0 25 0.0000 5.7287 1.0000 0.0000 0.0000 0.0000
N9 10.0000 3.9000 3.5070 0 25 0.0000 6.4930 1.0000 0.0000 0.0000 0.0000
N8 10.0000 3.4000 3.0265 0 25 0.0000 6.9735 1.0000 0.0000 0.0000 0.0000
N7 10.0000 5.3000 5.0206 0 25 0.0000 4.9794 1.0000 0.0000 0.0000 0.0000
N6 10.0000 4.8000 4.5435 0 25 0.0000 5.4565 1.0000 0.0000 0.0000 0.0000
N5 10.0000 4.6000 4.3088 0 25 0.0000 5.6912 1.0000 0.0000 0.0000 0.0000
N4 10.0000 3.2000 2.7029 0 25 0.0000 7.2971 1.0000 0.0000 0.0000 0.0000
N3 10.0000 3.1000 1.8366 0 29 0.0000 8.1634 1.0000 0.0000 0.0000 0.0000
N2 10.0000 3.0500 1.7830 0 29 0.0000 8.2170 1.0000 0.0000 0.0000 0.0000
N1 10.0000 2.9300 1.6642 0 28 0.0000 8.3358 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 0.0812 0 25 0.1576 0 25 0.0098 8.9205 7.0277 .1023 .1387
5047 2.8812 1.4600 200.0000 0.2612 0 28 0.4794 0 21 0.0907 5.7470 4.6759 .2351 .3796
5114b 3.5733 1.8108 200.0000 0.0661 0 25 0.3699 0 25 0.0185 4.8181 3.0437 .0905 .2186
4342 10.3858 1.3631 200.0000 0.0840 0 25 0.1827 0 0 0.0081 9.2193 7.3247 .0967 .1236
3736 14.9983 3.6090 400.0000 0.0986 0 25 0.7359 0 14 0.0066 7.0599 5.8331 .1499 .7828
3534 5.8173 1.4765 400.0000 0.2753 0 31 0.4520 0 29 0.0473 4.2652 4.1611 .1630 .1528
3422 6.0122 1.5213 400.0000 0.2714 0 32 0.3769 0 30 0.0451 4.1611 3.4907 .1528 .2267
3130 13.5508 2.2744 300.0000 0.1477 0 25 0.3551 0 22 0.0109 7.5198 5.8331 .0659 .4437
3024 0.4621 2.9058 450.0000 0.4522 0 42 2.9531 0 43 0.9784 5.8331 4.0744 3.629 2.698
3036 6.7857 1.4251 400.0000 -0.1625 0 47 -0.1846 0 57 -0.0239 5.8331 5.8330 .5328 .7824
2827 15.5945 3.7524 400.0000 0.1701 0 25 0.9675 0 25 0.0109 8.3727 6.7719 .1817 .1797
2726 18.5574 3.1124 300.0000 0.2443 0 25 0.1435 0 23 0.0132 6.7222 6.6716 .0738 .5720
2629 2.4524 0.5150 400.0000 0.2180 0 25 0.2967 0 26 0.0889 6.6716 6.5185 .4290 .2962
2930 11.6053 2.4373 400.0000 0.4671 0 25 0.8369 0 22 0.0402 6.5185 5.8331 .2962 .5328
2725 0.2218 2.0080 375.0000 0.2598 0 13 2.3722 0 13 1.1717 6.7222 5.6504 3.659 2.081
2524 0.2779 2.5163 375.0000 0.2558 0 14 2.4505 0 13 0.9203 5.6504 4.0744 2.081 3.238
2422 0.8401 2.9711 600.0000 0.6520 0 15 2.2984 0 15 0.7761 4.0744 3.4907 2.474 2.717
L575 4.4056 1.1111 300.0000 0.2535 0 25 0.4602 0 25 0.0575 4.8177 3.4907 .3923 .3022
2117 10.3655 2.0976 500.0000 0.1624 0 24 0.4214 0 23 0.0157 3.0423 3.0381 .0847 .1761
1714B 8.1188 0.9553 500.0000 -0.3286 0 37 -0.3154 0 37 -0.0405 3.0381 3.0437 .3761 .4875
1716 3.1532 3.6415 1050.000 2.0322 0 26 2.3102 0 26 0.6445 3.0381 3.0386 1.226 1.608
1615 0.7725 1.7486 750.0000 1.2021 0 27 2.7062 0 27 1.5561 3.0366 2.3053 2.262 1.460
1614A 0.7872 1.7819 750.0000 0.8338 0 26 1.8802 0 26 1.0592 3.0366 2.5938 1.848 1.325
4514B 28.0567 3.5017 450.0000 0.5036 0 28 0.9537 0 20 0.0179 3.6148 3.0437 .2551 .4305
4515 0.1942 2.7467 300.0000 0.1780 1 3 2.4918 1 3 0.9168 3.6148 2.3053 3.716 3.651
1502 0.6052 1.1322 825.0000 1.3564 0 27 2.6804 0 24 2.2412 2.3053 1.7830 1.327 .8885
14A13 16.6072 0.8411 1700.000 -1.1515 0 28 -0.4353 0 28 -0.0693 2.5938 2.4663 .4317 .5096
1312 15.7543 0.6101 1400.000 1.1490 0 28 0.4192 0 27 0.0729 2.4663 2.2832 .4331 .4309
1211 22.0747 0.6694 1700.000 1.1258 0 31 0.2646 0 18 0.0510 2.2832 2.1027 .3548 .4486
1103 34.9730 0.7240 2000.000 1.2817 0 33 0.3861 0 41 0.0366 2.1027 1.8366 .3814 .3683
0912 7.4604 1.8954 400.0000 0.0092 0 25 0.0084 0 25 0.0012 3.5070 2.2832 .0175 .7080
0908 0.1628 1.4741 375.0000 0.1336 0 23 1.1964 0 23 0.8203 3.5070 3.0265 2.685 2.737
0811 6.0914 1.5476 400.0000 0.0670 0 26 0.2607 0 26 0.0110 3.0265 2.1027 .0662 .2568
0804 0.2208 1.3886 450.0000 0.2383 0 28 1.4891 0 28 1.0791 3.0265 2.7029 2.281 2.228
0201 142.3584 2.9703 2000.000 3.4964 0 28 1.3673 0 38 0.0246 1.7830 1.6642 .3665 .3671
5248 8.1651 1.4277 200.0000 0.1369 0 28 0.2814 0 28 0.0168 7.0277 4.8209 .1387 .1046
4845 2.5500 1.2922 200.0000 0.1996 0 26 0.3062 0 14 0.0783 4.6430 3.6148 .2151 .5740
4250 11.5986 1.2184 200.0000 0.1812 0 26 0.1436 0 25 0.0156 7.3247 5.7470 .1236 .2351
5338 8.7547 1.3127 200.0000 0.0904 0 25 0.2853 0 0 0.0103 8.5208 6.0785 .1042 .3925
3851 5.0145 1.3130 200.0000 0.0000 0 0 0.0000 0 0 0.0000 6.0785 4.8181 .0000 .0000
4746o 17.3588 2.8540 400.0000 0.1714 0 26 0.8211 0 25 0.0099 4.6759 4.0833 .1898 .2082
4746u 0.1498 2.1194 300.0000 0.1016 0 23 1.4200 0 12 0.6781 4.6759 4.0833 3.586 3.610
4645o 15.8729 2.3953 400.0000 0.1738 0 27 0.5249 0 27 0.0110 4.0833 3.6148 .2082 .2870
4645u 0.1105 1.5637 300.0000 0.0990 0 25 1.3779 0 25 0.8960 4.0833 3.6148 3.610 3.716
3836o 9.9729 2.0945 400.0000 0.1272 0 32 0.1086 0 58 0.0128 6.0785 5.8330 .1963 .7824
3635o 35.6736 2.3986 400.0000 0.2613 0 31 0.4392 0 31 0.0073 5.8330 5.2608 .1574 .1520
2217o 14.0423 2.7133 500.0000 0.0997 0 32 0.7109 0 32 0.0071 3.4907 3.0397 .1813 .1794
2217u 0.6241 1.4127 750.0000 0.9992 0 38 2.2500 0 38 1.6011 3.4907 3.0381 2.174 1.717
2019o 11.6942 3.9374 300.0000 0.0000 0 0 0.0000 0 0 0.0000 5.1991 5.1991 .0000 .0000
2019u 0.6375 4.0085 450.0000 0.3891 0 25 2.4736 0 39 0.6104 6.7773 5.1991 1.727 1.553
1918o 18.5045 2.3357 400.0000 0.0000 0 0 0.0000 0 0 0.0000 5.1989 3.1867 .0000 .0000
1918u 0.9440 3.3387 600.0000 0.7269 0 25 2.5397 0 26 0.7700 5.1989 3.1867 1.164 2.144
1817o 9.1593 1.0777 500.0000 0.5142 0 26 0.5573 0 26 0.0561 3.1867 3.0837 .3734 .2673
1817u 0.5070 1.7932 600.0000 0.6090 0 21 2.1450 0 21 1.2011 3.1867 3.0381 2.144 2.146
1009o 8.3091 2.4754 300.0000 0.0000 0 0 0.0000 0 0 0.0000 4.2713 3.5070 .0000 .0000
1009u 0.2415 2.1864 375.0000 0.1531 0 25 1.6200 0 13 0.6341 4.2713 3.5070 1.790 2.685
0706o 7.2322 2.5999 300.0000 0.0490 0 25 0.2753 0 24 0.0068 5.0206 4.5435 .0686 .1449
0706u 0.1248 1.7661 300.0000 0.0875 0 15 1.2203 0 15 0.7013 5.0206 4.5435 3.401 3.478
0604o 9.6606 3.5633 300.0000 0.2315 0 25 0.8850 0 25 0.0240 4.5435 2.8429 .1449 .1430
0604u 0.3116 2.8210 375.0000 0.3078 0 33 2.7675 0 33 0.9881 4.5435 2.7029 2.782 2.674
0504o 8.6316 3.1831 300.0000 0.0100 0 25 0.2701 0 25 0.0012 4.3088 2.8049 .0292 .0164
0504u 0.1541 2.1802 300.0000 0.1332 0 23 1.8599 0 23 0.8646 4.3088 2.7029 3.362 3.343
0403o 9.0589 2.2976 400.0000 0.0000 0 0 0.0000 0 0 0.0000 1.8366 1.8366 .0000 .0000
0403u 1.9283 4.3647 750.0000 1.1131 0 25 2.5782 0 25 0.5773 2.7029 1.8366 1.337 .9821
0302o 2.9365 0.3239 300.0000 0.0066 0 29 0.0735 0 28 0.0022 1.8366 1.8123 .0552 .0077
0302u 3.2556 3.6173 600.0000 0.6793 0 29 0.7229 0 29 0.2086 1.8366 1.7830 1.227 1.221
14a14bo 75.9084 3.3944 500.0000 0.2248 0 28 0.3266 0 26 0.0030 3.0437 2.5938 .1075 .1876
14a14bu 0.1368 1.9347 300.0000 0.1366 0 50 1.9078 0 50 0.9988 3.0437 2.5938 4.145 3.312
FREE # 1 Undefnd Undefnd Undefn 3.5037 0 28
*==================================================*
| 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 0.0150 0.5212 0.0037
5047 5.8750 23.5278 0.0000 330.5972 0.0592 0.5876 0.0272
5114b 7.2083 12.9444 0.0000 339.8472 0.0275 0.2719 0.0068
4342 0.1667 359.8333 0.0000 0.0000 0.0130 0.5161 0.0036
3736 0.1667 43.9375 0.0000 315.8958 0.0983 1.3305 0.0374
3534 6.7083 353.2917 0.0000 0.0000 0.0617 0.6121 0.0280
3422 6.7083 15.0556 0.0000 338.2361 0.0732 0.7290 0.0282
3130 0.1667 35.0139 0.0000 324.8194 0.0667 1.3369 0.0079
3024 0.1667 29.5843 0.0000 330.2490 0.1302 0.1639 3.3147
3036 11.9444 36.0972 311.9583 0.0000 0.1328 2.2458 0.0251
2827 0.1667 0.0000 0.0000 359.8333 0.0356 0.1759 0.0699
2726 339.4167 20.5833 0.0000 0.0000 0.0871 1.7527 0.0133
2629 0.2500 359.7500 0.0000 0.0000 0.0770 0.7357 0.0430
2930 0.2500 36.0417 0.0000 323.7083 0.0776 0.8363 0.1010
2725 0.1667 359.8333 0.0000 0.0000 0.1040 0.1138 2.1145
2524 0.1667 45.1458 0.0000 314.6875 0.1119 0.1151 1.9447
2422 0.1667 359.8333 0.0000 0.0000 0.1739 0.2905 3.2336
L575 0.1667 8.1944 0.0000 351.6389 0.0521 0.5508 0.0473
2117 4.3750 13.6389 0.0000 341.9861 0.0610 0.6069 0.0165
1714B 325.6944 14.6111 19.6944 0.0000 0.0931 1.7585 0.0507
1716 0.1667 355.3333 0.0000 4.5000 0.2938 0.8902 3.4263
1615 0.1667 359.8333 0.0000 0.0000 0.2279 0.4522 3.7710
1614A 7.2500 63.4167 289.3333 0.0000 0.2281 0.4609 2.2011
4514B 310.2500 28.8333 0.0000 20.9167 0.0688 1.0219 0.0918
4515 0.1667 359.8333 0.0000 0.0000 0.0839 0.0728 2.3896
1502 0.1667 359.8333 0.0000 0.0000 0.2315 0.5204 2.3821
14A13 99.7917 260.2083 0.0000 0.0000 0.3324 2.6458 0.3474
1312 99.7083 260.2917 0.0000 0.0000 0.3016 2.7691 0.2506
1211 10.3750 349.6250 0.0000 0.0000 0.3055 4.7341 0.1630
1103 0.1667 359.8333 0.0000 0.0000 0.3503 3.9007 0.2544
0912 356.1389 3.8611 0.0000 0.0000 0.1095 1.1285 0.0010
0908 0.1667 359.8333 0.0000 0.0000 0.1049 0.1137 1.2087
0811 353.7500 3.6111 0.0000 2.6389 0.0330 0.3268 0.0068
0804 0.1667 359.8333 0.0000 0.0000 0.1303 0.1646 1.3115
0201 0.1667 359.8333 0.0000 0.0000 0.3533 3.3548 0.8729
5248 0.1667 0.0000 0.0000 359.8333 0.0164 0.4902 0.0068
4845 6.6250 49.6528 0.0000 303.7222 0.0738 0.7376 0.0213
4250 0.2500 353.6667 0.0000 6.0833 0.0256 1.2765 0.0051
5338 0.1667 354.0000 0.0000 5.8333 0.0369 1.2895 0.0034
3851 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
4746o 335.1389 23.7778 0.0000 1.0833 0.0390 0.2152 0.0637
4746u 0.1667 359.8333 0.0000 0.0000 0.0839 0.0729 1.5191
4645o 333.6667 26.3333 0.0000 0.0000 0.0483 0.3327 0.0518
4645u 0.1667 359.8333 0.0000 0.0000 0.0839 0.0728 1.5116
3836o 5.9583 354.0417 0.0000 0.0000 0.0913 1.4830 0.0169
3635o 335.0000 0.0000 0.0000 25.0000 0.0276 0.5951 0.0272
2217o 344.8333 7.1944 0.0000 7.9722 0.0444 0.1403 0.0641
2217u 0.1667 359.8333 0.0000 0.0000 0.2132 0.4522 3.0962
2019o 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
2019u 0.1667 359.8333 0.0000 0.0000 0.1348 0.1634 1.7912
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 0.2912 2.4756
1817o 342.0000 0.0000 0.0000 18.0000 0.0774 0.9236 0.0892
1817u 0.1667 359.8333 0.0000 0.0000 0.1825 0.2960 2.1653
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 1.1523
0706o 350.1944 9.8056 0.0000 0.0000 0.0268 0.1799 0.0087
0706u 0.1667 359.8333 0.0000 0.0000 0.0894 0.0727 1.2377
0604o 341.8542 0.0000 0.0000 18.1458 0.0368 0.2617 0.0382
0604u 0.1667 359.8333 0.0000 0.0000 0.1049 0.1135 2.5618
0504o 356.8333 0.0000 0.0000 3.1667 0.0067 0.0372 0.0018
0504u 0.1667 359.8333 0.0000 0.0000 0.0839 0.0729 1.7938
0403o 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
0403u 0.1667 359.8333 0.0000 0.0000 0.2271 0.4520 2.1616
0302o 352.3056 0.0000 0.0000 7.6944 0.0093 0.0900 0.0007
0302u 0.1667 359.8333 0.0000 0.0000 0.3108 0.9868 0.5310
14a14bo 343.2778 14.9167 0.0000 1.8056 0.0338 0.7846 0.0217
14a14bu 7.2083 352.7917 0.0000 0.0000 0.0839 0.0727 1.8787
*===========================================*
| 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 0.0061 131.8263 0.0002 0.9989 0.1736 0.0043 0.1258 2.8217
5047 0.0235 507.5777 0.0008 0.9803 1.0178 0.0129 0.1278 0.0350
5114b 0.0040 85.4466 0.0002 0.9747 1.0242 0.0042 0.0415 0.0350
4342 0.0060 128.8572 0.0002 0.9989 0.2051 0.0035 0.1124 2.8217
3736 0.0064 137.2268 0.0003 0.9989 0.9671 0.0217 0.2512 1.2541
3534 0.0093 200.0402 0.0007 0.9768 0.2174 0.0081 0.0795 0.0350
3422 0.0096 207.0037 0.0007 0.9766 0.5119 0.0084 0.0832 0.0450
3130 0.0092 198.8391 0.0005 0.9989 0.9005 0.0119 0.2375 2.1947
3024 0.0647 1397.7151 0.0018 0.9989 1.4695 0.0547 0.0536 0.8152
3036 -0.0161 -347.7588 0.0018 0.9571 0.0010 0.0523 0.5723 0.0204
2827 0.0109 234.5105 0.0006 0.9989 1.2605 0.0092 0.0305 1.2541
2726 0.0048 103.1951 0.0007 0.1327 0.0287 0.0285 0.1541 0.0200
2629 0.0069 148.6770 0.0005 0.9989 0.1553 0.0173 0.0833 2.1947
2930 0.0249 537.9560 0.0012 0.9989 0.6837 0.0206 0.1498 1.2541
2725 0.0253 547.1885 0.0009 0.9989 1.1907 0.0377 0.0304 0.8152
2524 0.0252 543.6746 0.0009 0.9963 1.6502 0.0358 0.0283 0.0130
2422 0.0901 1946.8588 0.0030 0.9989 0.8783 0.0731 0.0961 0.8152
L575 0.0167 360.7988 0.0008 0.9989 0.5717 0.0140 0.0983 2.8217
2117 0.0094 202.1719 0.0007 0.9867 0.9226 0.0090 0.0886 0.0200
1714B -0.0152 -329.2948 0.0010 0.2231 0.0000 0.0147 0.1957 0.0207
1716 0.2194 4738.1885 0.0069 0.9989 1.0240 0.1081 0.2374 See the original
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