Original source · versioned page text
e100y1hr.out
From the archive XPXtrm.zip, inside Further information re: stormwater modelling - REC17/0011. File date in the archive: 2017-10-09 16:24.
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 75.0000
N53 50.0000 50.0000 0.0000
N52 50.0000 50.0000 0.0000
N38 2.3077 5.7693 5.0000
N51 2.9988 7.4969 25.0000
N48 2.6183 6.5456 35.0000
N50 2.2530 5.6326 45.0000
N47 1.2733 3.1831 555.0000
N46 1.9621 4.9054 17375.0000
N45 1.1585 2.8962 15.0000
N43 50.0000 50.0000 0.0000
N42 50.0000 50.0000 0.0000
N37 50.0000 50.0000 0.0000
N36 1.8767 4.6918 15.0000
N35 3.3170 8.2926 0.0000
N34 50.0000 50.0000 0.0000
N31 48.0080 50.0000 0.0000
N30 0.3760 0.9400 125.0000
N29 50.0000 50.0000 0.0000
N28 41.5484 50.0000 0.0000
N27 2.0461 5.1153 345.0000
N26 36.7952 50.0000 0.0000
N25 2.6479 6.6198 0.0000
N24 0.8553 2.1383 15.0000
N23 16.7097 41.7744 0.0000
N22 0.6370 1.5926 255.0000
N21 1.7073 4.2683 100.0000
N20 1.0553 2.6383 240.0000
N19 0.5624 1.4059 395.0000
N18 1.0620 2.6550 25.0000
N17 3.8902 9.7256 40.0000
N16 2.9851 7.4627 0.0000
N15 12.6771 31.6929 0.0000
N14B 0.6006 1.5015 490.0000
N14A 14.5762 36.4405 0.0000
N13 50.0000 50.0000 0.0000
N12 30.9936 50.0000 0.0000
N11 39.4263 50.0000 0.0000
N10 1.3075 3.2687 775.0000
N9 1.3061 3.2652 300.0000
N8 0.7846 1.9614 20.0000
N7 0.9252 2.3129 200.0000
N6 0.9757 2.4393 15.0000
N5 1.9225 4.8062 65.0000
N4 2.2406 5.6015 50.0000
N3 26.2400 50.0000 0.0000
N2 20.4997 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 5.1667 0.0008 0.0344 Normal Soln
5047 32.0316 32.0316 50.0000 0.0000 0.0022 0.3271 Normal Soln
5114b 50.0000 50.0000 50.0000 0.0000 0.0105 0.0944 Normal Soln
4342 50.0000 50.0000 50.0000 0.0000 0.0009 0.0288 Normal Soln
3736 35.0555 35.0555 50.0000 0.0000 -0.0016 0.0246 Normal Soln
3534 4.5114 4.5114 11.1407 0.0000 -0.0111 0.5440 Normal Soln
3422 18.2908 18.2908 50.0000 0.0000 0.0107 0.5251 Normal Soln
3130 50.0000 50.0000 50.0000 0.0000 0.0037 0.0417 Normal Soln
3024 7.3780 7.3780 17.2720 0.0000 -0.0133 2.3066 Normal Soln
3036 10.8754 10.8754 45.1160 0.0000 0.0119 0.5382 Normal Soln
2827 28.4986 28.4986 45.5470 0.0000 0.0021 0.0410 Normal Soln
2726 7.4153 7.4153 44.7167 0.0000 -0.0130 0.0771 Normal Soln
2629 31.1444 31.1444 50.0000 0.0000 -0.0029 0.4663 Normal Soln
2930 27.3933 27.3933 50.0000 0.0000 0.0054 0.1726 Normal Soln
2725 4.9661 4.9661 12.4933 0.0000 0.0032 2.4107 Normal Soln
2524 14.4056 14.4056 32.6837 0.0000 -0.0030 1.9904 Normal Soln
2422 6.2611 6.2611 17.1009 0.0000 -0.0313 1.9987 Normal Soln
L575 46.3260 46.3260 50.0000 0.0000 -0.0047 0.2282 Normal Soln
2117 6.6535 6.6535 21.8041 0.0000 -0.0042 0.0828 Normal Soln
1714B 14.8593 14.8593 50.0000 0.0000 0.0400 0.6895 Normal Soln
1716 4.6339 4.6339 12.7609 0.0000 -0.0194 1.6056 Normal Soln
1615 3.9153 3.9153 9.8709 0.0000 -0.0077 3.6908 Normal Soln
1614A 1.7844 1.7844 5.2813 39.7500 -0.0138 3.7919 Normal Soln
4514B 14.7644 14.7644 24.6977 0.0000 0.0210 0.0911 Normal Soln
4515 5.7060 5.7060 13.0201 0.0000 -0.0043 2.1598 Normal Soln
1502 15.1391 15.1391 33.2115 0.0000 0.0097 4.8051 Normal Soln
14A13 3.8139 3.8139 15.6007 0.0000 -0.0229 0.4943 Normal Soln
1312 6.1883 6.1883 24.6762 0.0000 0.0250 0.5141 Normal Soln
1211 14.2129 14.2129 50.0000 0.0000 0.0194 0.3563 Normal Soln
1103 15.6752 15.6752 50.0000 0.0000 0.0169 0.2462 Normal Soln
0912 28.5183 28.5183 50.0000 0.0000 -0.0019 0.0321 Normal Soln
0908 11.3751 11.3751 41.7802 0.0000 0.0035 2.1446 Normal Soln
0811 31.3926 31.3926 50.0000 0.0000 0.0024 0.0824 Normal Soln
0804 10.7921 10.7921 33.6889 0.0000 0.0067 2.9961 Normal Soln
0201 3.0585 3.0585 7.3207 295.8333 -0.5512 0.1835 Normal Soln
5248 50.0000 50.0000 50.0000 0.0000 0.0011 0.0692 Normal Soln
4845 43.5144 43.5144 50.0000 0.0000 0.0020 0.2961 Normal Soln
4250 50.0000 50.0000 50.0000 0.0000 0.0013 0.0547 Normal Soln
5338 50.0000 50.0000 50.0000 0.0000 0.0010 0.0361 Normal Soln
3851 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
4746o 13.8642 13.8642 23.9775 0.0000 0.0032 0.0552 Normal Soln
4746u 5.2900 5.2900 17.6715 0.0000 0.0028 1.6611 Normal Soln
4645o 24.1776 24.1776 50.0000 0.0000 0.0033 0.0604 Normal Soln
4645u 6.9544 6.9544 24.0038 0.0000 0.0057 2.6473 Normal Soln
3836o 29.8239 29.8239 50.0000 0.0000 0.0016 0.0540 Normal Soln
3635o 14.1795 14.1795 29.2047 0.0000 0.0149 0.0865 Normal Soln
2217o 17.2722 17.2722 33.7183 0.0000 0.0132 0.2279 Normal Soln
2217u 5.5233 5.5233 15.5667 0.0000 -0.0771 4.0798 Normal Soln
2019o 21.4618 21.4618 36.4898 0.0000 0.0074 0.0646 Normal Soln
2019u 5.1352 5.1352 11.5511 0.0000 0.0129 1.6643 Normal Soln
1918o 50.0000 50.0000 50.0000 0.0000 0.0064 0.0332 Normal Soln
1918u 15.8596 15.8596 36.8624 0.0000 0.0176 2.0936 Normal Soln
1817o 14.5436 14.5436 38.4492 0.0000 0.0078 0.2428 Normal Soln
1817u 3.9682 3.9682 9.9103 0.0000 -0.0219 3.9906 Normal Soln
1009o 50.0000 50.0000 50.0000 0.0000 0.0138 0.0160 Normal Soln
1009u 10.3615 10.3615 29.8722 0.0000 -0.0023 2.0248 Normal Soln
0706o 28.1516 28.1516 50.0000 0.0000 -0.0023 0.0458 Normal Soln
0706u 6.7717 6.7717 24.4422 0.0000 -0.0025 1.8965 Normal Soln
0604o 29.2938 29.2938 48.6018 0.0000 -0.0061 0.1355 Normal Soln
0604u 9.6877 9.6877 20.7924 0.0000 0.0043 2.2368 Normal Soln
0504o 50.0000 50.0000 50.0000 0.0000 0.0093 0.0323 Normal Soln
0504u 12.3750 12.3750 33.3963 0.0000 -0.0164 1.9561 Normal Soln
0403o 12.1772 12.1772 25.5021 0.0000 -0.0089 0.1294 Normal Soln
0403u 3.2690 3.2690 7.0620 0.0000 0.0106 1.2405 Normal Soln
0302o 5.4977 5.4977 15.1134 0.0000 0.0213 2.6480 Normal Soln
0302u 2.7164 2.7164 11.9104 0.0000 0.0144 0.7816 Normal Soln
14a14bo 5.6454 5.6454 28.1212 0.0000 0.0268 0.0903 Normal Soln
14a14bu 1.9135 1.9135 5.2683 19.2500 -0.0096 3.4173 Normal Soln
The conduit with the smallest time step limitation was..0201
The conduit with the largest wobble was.................1502
The conduit with the largest flow change in any
consecutive time step...................................0201
*==================================================*
| Table E6. Final Model Condition |
| This table is used for steady state |
| flow comparison and is the information|
| saved to the hot-restart file. |
| Final Time = 6.001 hours |
*==================================================*
Junction / Depth / Elevation ===> "*" Junction is Surcharged.
N54/ 0.00 / 8.90/ N53/ 0.00 / 8.50/ N52/ 0.00 / 7.00/
N38/ 1.00 / 6.00/ N51/ 1.00 / 4.80/ N48/ 1.00 / 4.60/
N50/ 1.00 / 5.70/ N47/ 0.00 / 3.60/ N46/ 0.00 / 3.00/
N45/ 0.00 / 2.50/ N43/ 0.00 / 9.20/ N42/ 0.00 / 7.30/
N37/ 0.00 / 7.00/ N36/ 1.15 / 5.62/ N35/ 1.00 / 4.20/
N34/ 0.00 / 4.10/ N31/ 0.00 / 7.50/ N30/ 0.01 / 4.21/
N29/ 0.00 / 6.40/ N28/ 0.00 / 8.30/ N27/ 0.00 / 5.35/
N26/ 0.01 / 6.51/ N25/ 0.00 / 4.87/ N24/ 0.01 / 2.60/
N23/ 0.00 / 4.70/ N22/ 0.02 / 1.88/ N21/ 1.00 / 3.00/
N20/ 0.00 / 6.00/ N19/ 0.00 / 4.50/ N18/ 0.01 / 1.91/
N17/ 0.01 / 1.76/ N16/ 0.02 / 1.36/ N15/ 0.03 / 1.24/
N14B/ 0.00 / 1.80/ N14A/ 0.05 / 1.65/ N13/ 0.00 / 1.86/
N12/ 0.00 / 1.68/ N11/ 0.01 / 1.35/ N10/ 0.00 / 3.60/
N9/ 0.00 / 2.50/ N8/ 0.00 / 2.00/ N7/ 0.00 / 4.00/
N6/ 0.00 / 3.50/ N5/ 0.00 / 3.30/ N4/ 0.00 / 1.70/
N3/ 0.00 / 1.10/ N2/ 0.02 / 1.07/ N1/ 0.00 / 0.93/
Conduit/ Flow ===> "*" Conduit uses the normal flow option.
5453/ 0.00*/ 5047/ 0.00 / 5114b/ 0.00 /
4342/ 0.00*/ 3736/ 0.00 / 3534/ 0.00*/
3422/ 0.00 / 3130/ 0.00 / 3024/ 0.00 /
3036/ 0.00 / 2827/ 0.00 / 2726/ 0.00*/
2629/ 0.00 / 2930/ 0.00 / 2725/ 0.00 /
2524/ 0.00 / 2422/ 0.00*/ L575/ 0.00 /
2117/ 0.00 / 1714B/ 0.00 / 1716/ 0.00 /
1615/ 0.00*/ 1614A/ 0.00 / 4514B/ 0.00 /
4515/ 0.00*/ 1502/ 0.00 / 14A13/ 0.00*/
1312/ 0.00*/ 1211/ 0.00*/ 1103/ 0.00 /
0912/ 0.00*/ 0908/ 0.00*/ 0811/ 0.00*/
0804/ 0.00*/ 0201/ 0.00 / 5248/ 0.00 /
4845/ 0.00 / 4250/ 0.00 / 5338/ 0.00*/
3851/ 0.00 / 4746o/ 0.00*/ 4746u/ 0.00 /
4645o/ 0.00*/ 4645u/ 0.00*/ 3836o/ 0.00*/
3635o/ 0.00 / 2217o/ 0.00 / 2217u/ 0.00 /
2019o/ 0.00 / 2019u/ 0.00*/ 1918o/ 0.00*/
1918u/ 0.00*/ 1817o/ 0.00 / 1817u/ 0.00*/
1009o/ 0.00*/ 1009u/ 0.00*/ 0706o/ 0.00*/
0706u/ 0.00*/ 0604o/ 0.00 / 0604u/ 0.00*/
0504o/ 0.00*/ 0504u/ 0.00*/ 0403o/ 0.00*/
0403u/ 0.00 / 0302o/ 0.00 / 0302u/ 0.00*/
14a14bo/ 0.00 / 14a14bu/ 0.00*/ FREE # 1/ 0.00 /
Conduit/ Velocity
5453/ 0.01 / 5047/ 0.01 / 5114b/ 0.01 /
4342/ 0.01 / 3736/ 0.02 / 3534/ 0.00 /
3422/ 0.00 / 3130/ 0.01 / 3024/ 0.47 /
3036/ 0.00 / 2827/ 0.03 / 2726/ 0.00 /
2629/ 0.03 / 2930/ 0.09 / 2725/ 0.16 /
2524/ 0.19 / 2422/ 0.28 / L575/ 0.01 /
2117/ 0.01 / 1714B/ 0.00 / 1716/ 0.36 /
1615/ 0.20 / 1614A/ 0.00 / 4514B/ 0.00 /
4515/ 0.05 / 1502/ 0.22 / 14A13/ 0.00 /
1312/ 0.00 / 1211/ 0.00 / 1103/ 0.01 /
0912/ 0.00 / 0908/ 0.07 / 0811/ 0.00 /
0804/ 0.07 / 0201/ 0.10 / 5248/ 0.01 /
4845/ 0.01 / 4250/ 0.01 / 5338/ 0.00 /
3851/ 0.00 / 4746o/ 0.00 / 4746u/ 0.17 /
4645o/ 0.00 / 4645u/ 0.11 / 3836o/ 0.00 /
3635o/ 0.00 / 2217o/ 0.00 / 2217u/ 0.22 /
2019o/ 0.00 / 2019u/ 0.31 / 1918o/ 0.00 /
1918u/ 0.21 / 1817o/ 0.00 / 1817u/ 0.16 /
1009o/ 0.00 / 1009u/ 0.10 / 0706o/ 0.00 /
0706u/ 0.06 / 0604o/ 0.00 / 0604u/ 0.23 /
0504o/ 0.00 / 0504u/ 0.05 / 0403o/ 0.00 /
0403u/ 0.29 / 0302o/ 0.00 / 0302u/ 0.01 /
14a14bo/ 0.00 / 14a14bu/ 0.00 /
Conduit/ Width
5453/ 0.38 / 5047/ 0.24 / 5114b/ 0.06 /
4342/ 0.27 / 3736/ 0.02 / 3534/ 0.01 /
3422/ 0.01 / 3130/ 0.06 / 3024/ 0.18 /
3036/ 3.25 / 2827/ 0.02 / 2726/ 8.93 /
2629/ 0.49 / 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/ 0.04 /
4515/ 0.15 / 1502/ 0.32 / 14A13/ 0.18 /
1312/ 0.00 / 1211/ 0.03 / 1103/ 0.11 /
0912/ 0.20 / 0908/ 0.15 / 0811/ 0.02 /
0804/ 0.18 / 0201/ 0.29 / 5248/ 0.33 /
4845/ 0.23 / 4250/ 0.37 / 5338/ 1.98 /
3851/ 0.03 / 4746o/ 0.01 / 4746u/ 0.12 /
4645o/ 0.03 / 4645u/ 0.12 / 3836o/ 3.30 /
3635o/ 0.01 / 2217o/ 0.39 / 2217u/ 0.29 /
2019o/ 0.27 / 2019u/ 0.18 / 1918o/ 0.08 /
1918u/ 0.24 / 1817o/ 0.21 / 1817u/ 0.24 /
1009o/ 0.01 / 1009u/ 0.15 / 0706o/ 0.13 /
0706u/ 0.12 / 0604o/ 0.17 / 0604u/ 0.15 /
0504o/ 0.09 / 0504u/ 0.12 / 0403o/ 0.02 /
0403u/ 0.29 / 0302o/ 0.09 / 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/ 0.03 / N53/ 0.03 / N52/ 0.04 /
N38/ 1.10 / N51/ 1.02 / N48/ 1.06 /
N50/ 1.07 / N47/ 1.11 / N46/ 1.12 /
N45/ 1.17 / N43/ 0.02 / N42/ 0.03 /
N37/ 0.07 / N36/ 1.40 / N35/ 1.18 /
N34/ 0.18 / N31/ 0.03 / N30/ 1.68 /
N29/ 0.16 / N28/ 0.09 / N27/ 1.39 /
N26/ 0.24 / N25/ 0.86 / N24/ 1.62 /
N23/ 0.13 / N22/ 1.80 / N21/ 1.19 /
N20/ 1.04 / N19/ 1.59 / N18/ 1.35 /
N17/ 1.44 / N16/ 1.85 / N15/ 1.32 /
N14B/ 1.33 / N14A/ 1.35 / N13/ 0.87 /
N12/ 0.93 / N11/ 1.06 / N10/ 1.02 /
N9/ 1.03 / N8/ 1.05 / N7/ 1.04 /
N6/ 1.08 / N5/ 1.03 / N4/ 1.18 /
N3/ 0.97 / N2/ 0.99 / N1/ 0.99 /
Junction/Total Fldng
N54/ 0.00 / N53/ 0.00 / N52/ 0.00 /
N38/ 0.00 / N51/ 0.00 / N48/ 0.00 /
N50/ 0.00 / N47/ 0.00 / N46/ 0.00 /
N45/ 0.00 / N43/ 0.00 / N42/ 0.00 /
N37/ 0.00 / N36/ 0.00 / N35/ 0.00 /
N34/ 0.00 / N31/ 0.00 / N30/ 0.00 /
N29/ 0.00 / N28/ 0.00 / N27/ 0.00 /
N26/ 0.00 / N25/ 0.00 / N24/ 0.00 /
N23/ 0.00 / N22/ 0.00 / N21/ 0.00 /
N20/ 0.00 / N19/ 0.00 / N18/ 0.00 /
N17/ 0.00 / N16/ 0.00 / N15/ 0.00 /
N14B/ 0.00 / N14A/ 0.00 / N13/ 0.00 /
N12/ 0.00 / N11/ 0.00 / N10/ 0.00 /
N9/ 0.00 / N8/ 0.00 / N7/ 0.00 /
N6/ 0.00 / N5/ 0.00 / N4/ 0.00 /
N3/ 0.00 / N2/ 0.00 / N1/ 0.00 /
Conduit/ Cross Sectional Area
5453/ 0.00 / 5047/ 0.00 / 5114b/ 0.00 /
4342/ 0.00 / 3736/ 0.00 / 3534/ 0.00 /
3422/ 0.00 / 3130/ 0.00 / 3024/ 0.00 /
3036/ 0.16 / 2827/ 0.00 / 2726/ 0.00 /
2629/ 0.00 / 2930/ 0.00 / 2725/ 0.00 /
2524/ 0.00 / 2422/ 0.00 / L575/ 0.00 /
2117/ 0.00 / 1714B/ 0.00 / 1716/ 0.00 /
1615/ 0.00 / 1614A/ 0.01 / 4514B/ 0.00 /
4515/ 0.00 / 1502/ 0.01 / 14A13/ 0.01 /
1312/ 0.00 / 1211/ 0.00 / 1103/ 0.01 /
0912/ 0.00 / 0908/ 0.00 / 0811/ 0.00 /
0804/ 0.00 / 0201/ 0.01 / 5248/ 0.00 /
4845/ 0.00 / 4250/ 0.00 / 5338/ 0.01 /
3851/ 0.00 / 4746o/ 0.00 / 4746u/ 0.00 /
4645o/ 0.00 / 4645u/ 0.00 / 3836o/ 0.16 /
3635o/ 0.00 / 2217o/ 0.00 / 2217u/ 0.00 /
2019o/ 0.00 / 2019u/ 0.00 / 1918o/ 0.00 /
1918u/ 0.00 / 1817o/ 0.00 / 1817u/ 0.00 /
1009o/ 0.00 / 1009u/ 0.00 / 0706o/ 0.00 /
0706u/ 0.00 / 0604o/ 0.00 / 0604u/ 0.00 /
0504o/ 0.00 / 0504u/ 0.00 / 0403o/ 0.00 /
0403u/ 0.00 / 0302o/ 0.00 / 0302u/ 0.01 /
14a14bo/ 0.00 / 14a14bu/ 0.00 /
Conduit/ Final Volume
5453/ 0.10 / 5047/ 0.09 / 5114b/ 0.02 /
4342/ 0.06 / 3736/ 0.01 / 3534/ 0.00 /
3422/ 0.00 / 3130/ 0.04 / 3024/ 0.06 /
3036/ 2.93 / 2827/ 0.01 / 2726/ 0.03 /
2629/ 0.18 / 2930/ 0.08 / 2725/ 0.01 /
2524/ 0.01 / 2422/ 0.09 / L575/ 0.02 /
2117/ 0.01 / 1714B/ 0.00 / 1716/ 0.08 /
1615/ 0.13 / 1614A/ 0.06 / 4514B/ 0.00 /
4515/ 0.06 / 1502/ 0.48 / 14A13/ 0.07 /
1312/ 0.00 / 1211/ 0.04 / 1103/ 0.19 /
0912/ 0.00 / 0908/ 0.01 / 0811/ 0.00 /
0804/ 0.01 / 0201/ 0.15 / 5248/ 0.08 /
4845/ 0.11 / 4250/ 0.09 / 5338/ 0.62 /
3851/ 0.01 / 4746o/ 0.00 / 4746u/ 0.01 /
4645o/ 0.00 / 4645u/ 0.02 / 3836o/ 6.54 /
3635o/ 0.00 / 2217o/ 0.00 / 2217u/ 0.11 /
2019o/ 0.00 / 2019u/ 0.01 / 1918o/ 0.00 /
1918u/ 0.09 / 1817o/ 0.00 / 1817u/ 0.03 /
1009o/ 0.00 / 1009u/ 0.00 / 0706o/ 0.00 /
0706u/ 0.00 / 0604o/ 0.00 / 0604u/ 0.02 /
0504o/ 0.00 / 0504u/ 0.01 / 0403o/ 0.00 /
0403u/ 0.01 / 0302o/ 0.00 / 0302u/ 0.33 /
14a14bo/ 0.00 / 14a14bu/ 0.04 /
Conduit/ Hydraulic Radius
5453/ 0.00 / 5047/ 0.00 / 5114b/ 0.00 /
4342/ 0.00 / 3736/ 0.00 / 3534/ 0.00 /
3422/ 0.00 / 3130/ 0.00 / 3024/ 0.01 /
3036/ 0.02 / 2827/ 0.00 / 2726/ 0.01 /
2629/ 0.00 / 2930/ 0.00 / 2725/ 0.00 /
2524/ 0.00 / 2422/ 0.01 / L575/ 0.00 /
2117/ 0.00 / 1714B/ 0.00 / 1716/ 0.01 /
1615/ 0.02 / 1614A/ 0.02 / 4514B/ 0.00 /
4515/ 0.01 / 1502/ 0.02 / 14A13/ 0.01 /
1312/ 0.00 / 1211/ 0.00 / 1103/ 0.00 /
0912/ 0.00 / 0908/ 0.00 / 0811/ 0.00 /
0804/ 0.00 / 0201/ 0.01 / 5248/ 0.00 /
4845/ 0.00 / 4250/ 0.00 / 5338/ 0.00 /
3851/ 0.00 / 4746o/ 0.00 / 4746u/ 0.00 /
4645o/ 0.00 / 4645u/ 0.00 / 3836o/ 0.02 /
3635o/ 0.00 / 2217o/ 0.00 / 2217u/ 0.01 /
2019o/ 0.00 / 2019u/ 0.00 / 1918o/ 0.00 /
1918u/ 0.00 / 1817o/ 0.00 / 1817u/ 0.01 /
1009o/ 0.00 / 1009u/ 0.00 / 0706o/ 0.00 /
0706u/ 0.00 / 0604o/ 0.00 / 0604u/ 0.00 /
0504o/ 0.00 / 0504u/ 0.00 / 0403o/ 0.00 /
0403u/ 0.00 / 0302o/ 0.00 / 0302u/ 0.01 /
14a14bo/ 0.00 / 14a14bu/ 0.01 /
Conduit/ Upstream/ Downstream Elevation
5453/ 8.90/ 7.00 5047/ 5.70/ 4.60 5114b/ 4.80/ 3.00/
4342/ 9.20/ 7.30 3736/ 7.00/ 5.52 3534/ 4.20/ 4.10/
3422/ 4.10/ 3.40 3130/ 7.50/ 5.70 3024/ 4.21/ 2.87/
3036/ 5.62/ 5.62 2827/ 8.30/ 6.70 2726/ 6.51/ 6.51/
2629/ 6.51/ 6.40 2930/ 6.40/ 5.62 2725/ 5.35/ 4.87/
2524/ 4.87/ 2.86 2422/ 2.60/ 1.88 L575/ 4.70/ 3.40/
2117/ 3.00/ 2.95 1714B/ 1.80/ 1.80 1716/ 1.76/ 1.36/
1615/ 1.36/ 1.24 1614A/ 1.65/ 1.65 4514B/ 1.80/ 1.80/
4515/ 2.50/ 1.24 1502/ 1.24/ 1.07 14A13/ 1.86/ 1.65/
1312/ 1.86/ 1.68 1211/ 1.68/ 1.35 1103/ 1.35/ 1.10/
0912/ 1.68/ 1.68 0908/ 2.50/ 2.00 0811/ 1.35/ 1.35/
0804/ 2.00/ 1.70 0201/ 1.07/ 0.93 5248/ 7.00/ 4.80/
4845/ 4.60/ 3.50 4250/ 7.30/ 5.70 5338/ 8.50/ 6.00/
3851/ 6.00/ 4.80 4746o/ 3.00/ 3.00 4746u/ 3.60/ 3.00/
4645o/ 2.50/ 2.50 4645u/ 3.00/ 2.50 3836o/ 6.00/ 5.62/
3635o/ 4.20/ 4.20 2217o/ 1.76/ 1.76 2217u/ 1.88/ 1.76/
2019o/ 4.50/ 4.50 2019u/ 6.00/ 4.50 1918o/ 1.91/ 1.91/
1918u/ 4.50/ 1.91 1817o/ 1.76/ 1.76 1817u/ 1.91/ 1.76/
1009o/ 2.50/ 2.50 1009u/ 3.60/ 2.50 0706o/ 3.50/ 3.50/
0706u/ 4.00/ 3.50 0604o/ 1.70/ 1.70 0604u/ 3.50/ 1.70/
0504o/ 1.70/ 1.70 0504u/ 3.30/ 1.70 0403o/ 1.10/ 1.10/
0403u/ 1.70/ 1.10 0302o/ 1.07/ 1.07 0302u/ 1.10/ 1.07/
14a14bo/ 1.65/ 1.65 14a14bu/ 1.80/ 1.65
*=========================================================*
| Table E7 - Iteration Summary |
*=========================================================*
Total number of time steps simulated............ 4320
Total number of passes in the simulation........ 8299
Total number of time steps during simulation.... 5968
Ratio of actual # of time steps / NTCYC......... 1.381
Average number of iterations per time step...... 1.391
Average time step size(seconds)................ 3.619
Smallest time step size(seconds)................ 0.500
Largest time step size(seconds)................ 5.000
Average minimum Conduit Courant time step (sec). 4.455
Average minimum implicit time step (sec)........ 1.517
Average minimum junction time step (sec)........ 1.517
Average Courant Factor Tf....................... 1.517
Number of times omega reduced................... 58
*=========================================================*
| 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 1.08 6473 0 5 0 0 0
N53 0 1.10 6565 0 5 0 0 0
N52 0 1.18 7060 0 7 0 0 0
N38 0 1.16 6900 1 18 1 0 0
N51 0 1.09 6517 1 33 1 1 0
N48 0 1.16 6899 1 27 1 1 0
N50 0 1.24 7398 1 21 1 0 0
N47 0 1.37 8174 0 7 0 0 0
N46 0 1.40 8384 1 9 0 0 0
N45 0 1.54 9205 3 18 2 0 0
N43 0 1.09 6524 0 5 0 0 0
N42 0 1.17 7005 0 7 0 0 0
N37 0 1.10 6563 0 5 0 0 0
N36 0 1.59 9505 0 9 0 0 0
N35 0 1.43 8514 0 15 1 0 0
N34 0 1.40 8354 1 18 1 0 0
N31 0 1.15 6852 0 8 0 0 0
N30 0 1.61 9608 2 16 5 0 0
N29 0 1.37 8170 0 7 0 0 0
N28 0 1.13 6746 1 7 0 0 0
N27 0 1.48 8825 3 25 1 1 0
N26 0 1.36 8103 0 15 1 0 0
N25 0 1.20 7171 0 11 1 0 0
N24 0 1.32 7857 1 10 1 0 0
N23 0 1.22 7291 0 7 0 0 0
N22 0 1.65 9874 13 18 2 0 0
N21 0 1.41 8431 1 20 1 0 0
N20 0 1.33 7930 1 20 1 0 0
N19 0 1.48 8830 0 14 3 0 0
N18 0 1.50 8970 0 8 0 0 0
N17 0 1.99 11884 2 12 2 0 0
N16 0 1.54 9181 0 14 5 0 0
N15 0 1.28 7653 0 7 0 0 0
N14B 0 1.92 11467 1 16 2 0 0
N14A 0 1.73 10342 2 16 15 0 0
N13 0 1.60 9566 0 7 0 0 0
N12 0 1.54 9166 0 7 0 0 0
N11 0 1.60 9551 0 10 1 0 0
N10 0 1.16 6945 2 9 0 0 0
N9 0 1.31 7828 0 7 0 0 0
N8 0 1.38 8223 0 18 1 0 0
N7 0 1.20 7133 0 14 1 0 0
N6 0 1.45 8644 1 12 2 0 0
N5 0 1.19 7089 1 15 1 0 0
N4 0 1.62 9673 0 9 0 0 0
N3 0 2.00 11937 0 8 0 0 0
N2 0 1.81 10815 0 9 0 0 0
N1 0 1.62 9649 18 27 22 2 0
Total number of iterations for all junctions.. 401444
Minimum number of possible iterations......... 286464
Efficiency of the simulation.................. 1.40
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 8.9251 0 25 0.0000 1.0749 1.0000 0.0000 0.0000 0.0000
N53 10.0000 8.7000 8.5256 0 25 0.0000 1.4744 1.0000 0.0000 0.0000 0.0000
N52 10.0000 7.2000 7.0356 0 26 0.0000 2.9644 1.0000 0.0000 0.0000 0.0000
N38 10.0000 6.4000 6.1048 0 28 0.0000 3.8952 1.0000 0.0000 0.0000 0.0000
N51 10.0000 5.0000 4.8237 0 25 0.0000 5.1763 1.0000 0.0000 0.0000 0.0000
N48 10.0000 5.0000 4.6626 0 25 0.0000 5.3374 1.0000 0.0000 0.0000 0.0000
N50 10.0000 5.9000 5.7665 0 27 0.0000 4.2335 1.0000 0.0000 0.0000 0.0000
N47 10.0000 5.0000 4.7120 0 25 0.0000 5.2880 1.0000 0.0000 0.0000 0.0000
N46 10.0000 4.4000 4.1222 0 26 0.0000 5.8778 1.0000 0.0000 0.0000 0.0000
N45 10.0000 3.9500 3.6660 0 26 0.0000 6.3340 1.0000 0.0000 0.0000 0.0000
N43 10.0000 9.4000 9.2234 0 25 0.0000 0.7766 1.0000 0.0000 0.0000 0.0000
N42 10.0000 7.5000 7.3310 0 26 0.0000 2.6690 1.0000 0.0000 0.0000 0.0000
N37 10.0000 7.4000 7.0737 0 25 0.0000 2.9263 1.0000 0.0000 0.0000 0.0000
N36 10.0000 6.1700 5.8694 0 26 0.0000 4.1306 1.0000 0.0000 0.0000 0.0000
N35 10.0000 5.6000 4.3800 0 26 0.0000 5.6200 1.0000 0.0000 0.0000 0.0000
N34 10.0000 4.5000 4.2759 0 26 0.0000 5.7241 1.0000 0.0000 0.0000 0.0000
N31 10.0000 7.8000 7.5267 0 25 0.0000 2.4733 1.0000 0.0000 0.0000 0.0000
N30 10.0000 6.0200 5.8799 0 25 0.0000 4.1201 1.0000 0.0000 0.0000 0.0000
N29 10.0000 6.8000 6.5595 0 25 0.0000 3.4405 1.0000 0.0000 0.0000 0.0000
N28 10.0000 8.7000 8.3877 0 25 0.0000 1.6123 1.0000 0.0000 0.0000 0.0000
N27 10.0000 7.1000 6.7414 0 25 0.0000 3.2586 1.0000 0.0000 0.0000 0.0000
N26 10.0000 6.9000 6.7438 0 25 0.0000 3.2562 1.0000 0.0000 0.0000 0.0000
N25 10.0000 5.2450 5.7265 0 25 0.4815 4.2735 1.0000 0.0000 0.0000 0.0000
N24 10.0000 3.3100 4.2128 0 27 0.9028 5.7872 1.0000 0.0000 0.0000 0.0000
N23 10.0000 5.0000 4.8303 0 25 0.0000 5.1697 1.0000 0.0000 0.0000 0.0000
N22 10.0000 3.9000 3.6625 0 27 0.0000 6.3375 1.0000 0.0000 0.0000 0.0000
N21 10.0000 3.5000 3.1871 0 27 0.0000 6.8129 1.0000 0.0000 0.0000 0.0000
N20 10.0000 7.3000 7.0375 0 25 0.0000 2.9625 1.0000 0.0000 0.0000 0.0000
N19 10.0000 6.4000 6.0933 0 25 0.0000 3.9067 1.0000 0.0000 0.0000 0.0000
N18 10.0000 3.5000 3.2505 0 27 0.0000 6.7495 1.0000 0.0000 0.0000 0.0000
N17 10.0000 3.4500 3.1871 0 27 0.0000 6.8129 1.0000 0.0000 0.0000 0.0000
N16 10.0000 2.4000 3.1863 0 27 0.7863 6.8137 1.0000 0.0000 0.0000 0.0000
N15 10.0000 2.0350 2.5282 0 30 0.4932 7.4718 1.0000 0.0000 0.0000 0.0000
N14B 10.0000 3.4900 3.1327 0 27 0.0000 6.8673 1.0000 0.0000 0.0000 0.0000
N14A 10.0000 3.3000 2.9489 0 28 0.0000 7.0511 1.0000 0.0000 0.0000 0.0000
N13 10.0000 3.5600 2.7326 0 28 0.0000 7.2674 1.0000 0.0000 0.0000 0.0000
N12 10.0000 3.3800 2.6091 0 29 0.0000 7.3909 1.0000 0.0000 0.0000 0.0000
N11 10.0000 3.3400 2.4018 0 30 0.0000 7.5982 1.0000 0.0000 0.0000 0.0000
N10 10.0000 4.9000 4.6222 0 25 0.0000 5.3778 1.0000 0.0000 0.0000 0.0000
N9 10.0000 3.9000 3.5300 0 25 0.0000 6.4700 1.0000 0.0000 0.0000 0.0000
N8 10.0000 3.4000 3.0539 0 25 0.0000 6.9461 1.0000 0.0000 0.0000 0.0000
N7 10.0000 5.3000 5.0387 0 25 0.0000 4.9613 1.0000 0.0000 0.0000 0.0000
N6 10.0000 4.8000 4.5772 0 25 0.0000 5.4228 1.0000 0.0000 0.0000 0.0000
N5 10.0000 4.6000 4.3313 0 25 0.0000 5.6687 1.0000 0.0000 0.0000 0.0000
N4 10.0000 3.2000 2.8790 0 25 0.0000 7.1210 1.0000 0.0000 0.0000 0.0000
N3 10.0000 3.1000 2.0709 0 31 0.0000 7.9291 1.0000 0.0000 0.0000 0.0000
N2 10.0000 3.0500 2.0371 0 31 0.0000 7.9629 1.0000 0.0000 0.0000 0.0000
N1 10.0000 2.9300 1.9167 0 31 0.0000 8.0833 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 0.1414 0 25 0.1928 0 25 0.0170 8.9251 7.0356 .1257 .1781
5047 2.8812 1.4600 200.0000 0.4652 0 27 0.5511 0 27 0.1615 5.7665 4.7120 .3327 .5601
5114b 3.5733 1.8108 200.0000 0.1039 0 25 0.3916 0 16 0.0291 4.8237 3.1327 .1187 .6637
4342 10.3858 1.3631 200.0000 0.1439 0 25 0.2011 0 25 0.0139 9.2234 7.3310 .1169 .1549
3736 14.9983 3.6090 400.0000 0.1618 0 25 0.7418 0 11 0.0108 7.0737 5.8799 .1842 .8996
3534 5.8173 1.4765 400.0000 1.5680 0 26 0.8976 0 26 0.2696 4.3800 4.2758 .4500 .4396
3422 6.0122 1.5213 400.0000 1.5618 0 26 0.7403 0 26 0.2598 4.2759 3.6625 .4396 .6562
3130 13.5508 2.2744 300.0000 0.2436 0 25 0.3940 0 13 0.0180 7.5267 5.8799 .0890 .5995
3024 0.4621 2.9058 450.0000 0.4523 0 53 2.9528 0 54 0.9786 5.8799 4.2128 3.733 3.006
3036 6.7857 1.4251 400.0000 1.1349 0 26 0.3990 0 26 0.1672 5.8799 5.8694 .6496 .8736
2827 15.5945 3.7524 400.0000 0.2805 0 25 1.0978 0 25 0.0180 8.3877 6.7870 .2192 .2175
2726 18.5574 3.1124 300.0000 0.5618 0 25 0.2299 0 10 0.0303 6.7414 6.7438 .1381 .8127
2629 2.4524 0.5150 400.0000 0.5535 0 25 0.3981 0 25 0.2257 6.7438 6.5595 .6095 .3988
2930 11.6053 2.4373 400.0000 0.9768 0 25 0.9447 0 14 0.0842 6.5595 5.8799 .3988 .6496
2725 0.2218 2.0080 375.0000 0.2606 0 11 2.4013 0 10 1.1753 6.7414 5.7265 3.710 2.284
2524 0.2779 2.5163 375.0000 0.2488 0 11 2.4495 0 11 0.8952 5.7265 4.2128 2.284 3.607
2422 0.8401 2.9711 600.0000 0.6491 0 49 2.2854 0 49 0.7727 4.2128 3.6625 2.704 3.004
L575 4.4056 1.1111 300.0000 0.4451 0 25 0.4822 0 19 0.1010 4.8303 3.6625 .4342 .8749
2117 10.3655 2.0976 500.0000 0.2328 0 25 0.4589 0 15 0.0225 3.1871 3.1871 .3741 .4741
1714B 8.1188 0.9553 500.0000 2.3639 0 27 0.5533 0 27 0.2912 3.1871 3.1327 .6741 .6655
1716 3.1532 3.6415 1050.000 2.0498 0 17 2.3509 0 19 0.6501 3.1871 3.1862 1.368 1.748
1615 0.7725 1.7486 750.0000 1.2159 0 20 2.7353 0 19 1.5740 3.1863 2.5282 2.461 1.757
1614A 0.7872 1.7819 750.0000 0.8400 0 17 1.8944 0 17 1.0671 3.1863 2.9489 2.048 1.798
4514B 28.0567 3.5017 450.0000 1.0870 0 26 0.9754 0 14 0.0387 3.6660 3.1327 .3688 .6283
4515 0.1942 2.7467 300.0000 0.1758 1 10 2.4593 1 10 0.9052 3.6660 2.5282 3.886 4.393
1502 0.6052 1.1322 825.0000 1.3683 0 19 2.7100 0 15 2.2607 2.5280 2.0371 1.597 1.196
14A13 16.6072 0.8411 1700.000 -4.0533 0 28 -0.6418 0 27 -0.2441 2.9489 2.7326 .6405 .6662
1312 15.7543 0.6101 1400.000 4.0436 0 28 0.5673 0 26 0.2567 2.7326 2.6091 .6233 .6637
1211 22.0747 0.6694 1700.000 3.9320 0 29 0.3894 0 28 0.1781 2.6091 2.4018 .5466 .6246
1103 34.9730 0.7240 2000.000 4.2921 0 30 0.4425 0 30 0.1227 2.4018 2.0709 .5309 .4854
0912 7.4604 1.8954 400.0000 0.1037 0 25 0.0537 0 25 0.0139 3.5300 2.6091 .0750 1.522 *
0908 0.1628 1.4741 375.0000 0.1336 0 13 1.1968 0 13 0.8206 3.5300 3.0539 2.746 2.810
0811 6.0914 1.5476 400.0000 0.2240 0 25 0.3520 0 18 0.0368 3.0539 2.4018 .1346 1.004 *
0804 0.2208 1.3886 450.0000 0.2376 0 12 1.4844 0 12 1.0759 3.0539 2.8790 2.341 2.619
0201 142.3584 2.9703 2000.000 6.7783 0 31 1.3661 0 52 0.0476 2.0371 1.9167 .4936 .4934
5248 8.1651 1.4277 200.0000 0.2510 0 26 0.3564 0 26 0.0307 7.0356 4.8275 .1781 .1373
4845 2.5500 1.2922 200.0000 0.3717 0 25 0.3464 0 25 0.1458 4.6626 3.6660 .3128 .8299
4250 11.5986 1.2184 200.0000 0.3170 0 26 0.1692 0 25 0.0273 7.3310 5.7665 .1549 .3327
5338 8.7547 1.3127 200.0000 0.1563 0 25 0.1414 0 0 0.0179 8.5256 6.1048 .1281 .5241
3851 5.0145 1.3130 200.0000 0.0000 0 0 0.0000 0 0 0.0000 6.1048 4.8237 .0000 .0000
4746o 17.3588 2.8540 400.0000 0.4794 0 25 1.0428 0 25 0.0276 4.7120 4.1222 .2800 .3056
4746u 0.1498 2.1194 300.0000 0.1016 0 16 1.4147 0 16 0.6784 4.7120 4.1222 3.706 3.740
4645o 15.8729 2.3953 400.0000 0.4777 0 26 0.5964 0 26 0.0301 4.1222 3.6660 .3056 .4149
4645u 0.1105 1.5637 300.0000 0.0988 0 19 1.3748 0 18 0.8942 4.1222 3.6660 3.740 3.886
3836o 9.9729 2.0945 400.0000 0.2677 0 28 0.1454 0 29 0.0268 6.1048 5.8694 .2621 .8736
3635o 35.6736 2.3986 400.0000 1.5343 0 26 0.6848 0 26 0.0430 5.8694 5.2957 .2486 .2392
2217o 14.0423 2.7133 500.0000 1.6002 0 27 1.0380 0 42 0.1140 3.6625 3.2098 .5249 .5196
2217u 0.6241 1.4127 750.0000 0.9985 0 49 2.2484 0 49 1.5999 3.6625 3.1871 2.403 1.916
2019o 11.6942 3.9474 300.0000 0.3749 0 25 0.8221 0 22 0.0321 7.0375 6.0933 .1251 .3110
2019u 0.6375 4.0085 450.0000 0.4161 0 34 2.6014 0 34 0.6527 7.0375 6.0933 2.305 3.540
1918o 18.5045 3.0423 400.0000 0.3063 0 25 0.2569 0 25 0.0166 6.0933 3.2505 .2332 .6262
1918u 0.9440 3.3387 600.0000 0.8516 0 25 2.9841 0 25 0.9021 6.0933 3.2505 2.655 2.250
1817o 9.1593 1.0777 500.0000 1.1131 0 27 0.5724 0 22 0.1215 3.2505 3.1871 .5010 .4741
1817u 0.5070 1.7932 600.0000 0.6316 0 12 2.2248 0 12 1.2458 3.2505 3.1871 2.250 2.395
1009o 8.3091 2.9879 300.0000 0.0645 0 25 0.4517 0 25 0.0078 4.6222 3.5300 .0739 .1000
1009u 0.2415 2.1864 375.0000 0.1842 0 23 1.6763 0 11 0.7626 4.6222 3.5300 2.725 2.746
0706o 7.2322 2.5962 300.0000 0.1399 0 25 0.3869 0 24 0.0193 5.0387 4.5772 .1291 .2573
0706u 0.1248 1.7661 300.0000 0.0881 0 11 1.2277 0 11 0.7056 5.0387 4.5772 3.462 3.590
0604o 9.6606 3.5623 300.0000 0.6244 0 25 1.1736 0 25 0.0646 4.5772 2.8790 .2573 .2632
0604u 0.3116 2.8210 375.0000 0.3051 0 11 2.7419 0 11 0.9793 4.5772 2.8790 2.872 3.143
0504o 8.6316 3.1413 300.0000 0.1163 0 25 0.4469 0 15 0.0135 4.3313 2.8790 .1044 .2632
0504u 0.1541 2.1802 300.0000 0.1352 0 13 1.8868 0 13 0.8770 4.3313 2.8790 3.437 3.929
0403o 9.0589 2.2976 400.0000 0.5786 0 25 0.7842 0 25 0.0639 2.8790 2.0709 .1974 .1772
0403u 1.9283 4.3647 750.0000 1.1822 0 15 2.8325 0 15 0.6131 2.8790 2.0709 1.572 1.294
0302o 2.9365 0.3239 300.0000 3.8880 0 31 0.6617 0 37 1.3240 2.0709 2.0371 .8362 .7571
0302u 3.2556 3.6173 600.0000 0.7569 0 46 0.8396 0 46 0.2325 2.0709 2.0371 1.618 1.645
14a14bo 75.9084 3.3944 500.0000 3.4079 0 27 0.3559 0 17 0.0449 3.1327 2.9489 .2855 .8977
14a14bu 0.1368 1.9347 300.0000 0.1358 1 2 1.8982 1 2 0.9932 3.1327 2.9489 4.442 4.496
FREE # 1 Undefnd Undefnd Undefn 6.7783 0 31
*==================================================*
| 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 0.0212 0.7371 0.0058
5047 3.8889 41.1250 0.0000 314.9861 0.0851 0.8509 0.0485
5114b 4.9583 33.4167 0.0000 321.6250 0.0694 0.6962 0.0113
4342 0.1667 359.8333 0.0000 0.0000 0.0180 0.7172 0.0054
3736 0.1667 57.3833 0.0000 302.4500 0.1250 1.6984 0.0383
3534 4.4167 355.5833 0.0000 0.0000 0.1721 1.7481 0.1594
3422 4.4167 35.8056 0.0000 319.7778 0.2060 2.1126 0.1618
3130 0.1667 53.4306 0.0000 306.4028 0.0940 1.8902 0.0133
3024 0.1667 43.2028 0.0000 316.6306 0.1303 0.1639 3.4384
3036 8.8333 54.0417 297.1250 0.0000 0.1562 2.8449 0.1215
2827 0.1667 0.0000 0.0000 359.8333 0.0430 0.2556 0.0958
2726 326.9722 33.0278 0.0000 0.0000 0.1298 2.6257 0.0304
2629 0.2500 359.7500 0.0000 0.0000 0.1064 1.3913 0.0802
2930 0.2500 53.6111 0.0000 306.1389 0.1061 1.3991 0.1465
2725 0.1667 359.8333 0.0000 0.0000 0.1042 0.1139 2.1510
2524 0.1667 57.9259 0.0000 301.9074 0.1120 0.1141 2.1113
2422 0.1667 359.8333 0.0000 0.0000 0.1745 0.2905 3.4686
L575 0.1667 30.5556 0.0000 329.2778 0.1052 1.8364 0.0547
2117 2.8333 33.9444 0.0000 323.2222 0.2014 2.0610 0.0240
1714B 310.3056 35.6111 14.0833 0.0000 0.1790 4.2742 0.1852
1716 0.1667 356.5833 0.0000 3.2500 0.2938 0.8902 3.6002
1615 0.1667 359.8333 0.0000 0.0000 0.2280 0.4522 4.0687
1614A 4.8333 70.6667 284.5000 0.0000 0.2281 0.4610 2.2935
4514B 299.9722 45.6944 0.0000 14.3333 0.1015 2.2820 0.1078
4515 0.1667 359.8333 0.0000 0.0000 0.0839 0.0728 2.5048
1502 0.1667 359.8333 0.0000 0.0000 0.2313 0.5473 2.6776
14A13 88.6667 271.3333 0.0000 0.0000 0.3784 6.3262 0.7116
1312 88.7500 271.2500 0.0000 0.0000 0.3207 7.6087 0.4877
1211 6.5833 353.4167 0.0000 0.0000 0.4923 10.1687 0.3854
1103 0.1667 359.8333 0.0000 0.0000 0.3482 9.7003 0.4497
0912 339.7708 20.2292 0.0000 0.0000 0.1834 1.9329 0.0144
0908 0.1667 359.8333 0.0000 0.0000 0.1049 0.1136 1.2317
0811 334.6667 20.2222 0.0000 5.1111 0.1875 1.9732 0.0245
0804 0.1667 359.8333 0.0000 0.0000 0.1304 0.1634 1.3299
0201 0.1667 359.8333 0.0000 0.0000 0.3533 8.2895 0.8729
5248 0.1667 0.0000 0.0000 359.8333 0.0236 0.7041 0.0112
4845 4.5000 59.8889 0.0000 295.6111 0.1065 1.0737 0.0395
4250 0.2500 356.0278 0.0000 3.7222 0.0378 1.8861 0.0082
5338 0.1667 356.0278 0.0000 3.8056 0.0518 1.8109 0.0056
3851 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
4746o 318.2500 39.5833 0.0000 2.1667 0.0584 0.4627 0.1213
4746u 0.1667 359.8333 0.0000 0.0000 0.0839 0.0729 1.5743
4645o 317.2222 42.7778 0.0000 0.0000 0.0605 0.8015 0.0859
4645u 0.1667 359.8333 0.0000 0.0000 0.0839 0.0729 1.5604
3836o 4.0000 356.0000 0.0000 0.0000 0.1125 1.8923 0.0325
3635o 314.7500 0.0000 0.0000 45.2500 0.0536 2.2405 0.0668
2217o 324.0556 5.5208 0.0000 30.4236 0.1054 1.5957 0.2619
2217u 0.1667 359.8333 0.0000 0.0000 0.2132 0.4523 3.4509
2019o 340.6833 10.7222 0.0000 8.5944 0.0610 0.6074 0.0398
2019u 0.1667 359.8333 0.0000 0.0000 0.1353 0.1665 2.5096
1918o 347.7500 12.2500 0.0000 0.0000 0.0721 1.2244 0.0434
1918u 0.1667 359.8333 0.0000 0.0000 0.1679 0.2912 4.3842
1817o 322.0556 21.9167 0.0000 16.0278 0.1036 2.2291 0.1219
1817u 0.1667 359.8333 0.0000 0.0000 0.1825 0.2962 2.2033
1009o 353.5000 6.5000 0.0000 0.0000 0.0228 0.1435 0.0116
1009u 0.1667 359.8333 0.0000 0.0000 0.1093 0.1139 1.6909
0706o 333.4905 26.5095 0.0000 0.0000 0.0457 0.3648 0.0222
0706u 0.1667 359.8333 0.0000 0.0000 0.0891 0.0728 1.2496
0604o 328.7278 3.4167 0.0000 27.8556 0.0611 0.5352 0.0909
0604u 0.1667 359.8333 0.0000 0.0000 0.1049 0.1135 2.7085
0504o 340.3333 12.1111 0.0000 7.5556 0.0429 0.3432 0.0186
0504u 0.1667 359.8333 0.0000 0.0000 0.0839 0.0730 1.8688
0403o 341.5972 5.4167 0.0000 12.9861 0.0741 0.7378 0.0586
0403u 0.1667 359.8333 0.0000 0.0000 0.2202 0.4592 2.5401
0302o 328.1389 17.6111 0.0000 14.2500 0.1406 6.0653 0.1532
0302u 0.1667 359.8333 0.0000 0.0000 0.3111 0.9868 0.6720
14a14bo 323.8611 34.8889 0.0000 1.2500 0.1942 10.4627 0.0964
14a14bu 4.9167 355.0833 0.0000 0.0000 0.0861 0.0727 1.8864
*===========================================*
| 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 0.0105 227.7009 0.0003 0.9990 0.1877 0.0057 0.1780 2.7438
5047 0.0405 874.6663 0.0012 0.9841 0.9865 0.0195 0.1940 0.0350
5114b 0.0072 155.7743 0.0003 0.9796 0.9345 0.0113 0.1126 0.0350
4342 0.0103 222.5423 0.0004 0.9990 0.2194 0.0046 0.1606 2.7438
3736 0.0110 236.6380 0.0004 0.9990 0.8886 0.0326 0.4133 1.2195
3534 0.0632 1365.4225 0.0035 0.9816 0.2645 0.0230 0.2305 0.0350
3422 0.0637 1375.5519 0.0035 0.9816 0.4892 0.0288 0.2907 0.0450
3130 0.0160 344.6142 0.0006 0.9990 0.8165 0.0207 0.4142 2.1341
3024 0.0754 1627.6576 0.0015 0.9990 1.3758 0.0597 0.0637 0.7927
3036 0.0193 417.0106 0.0042 0.9636 0.0197 0.0635 0.8232 0.0207
2827 0.0187 403.9003 0.0007 0.9990 1.2555 0.0117 0.0462 1.2195
2726 0.0201 433.9694 0.0016 0.2068 0.0562 0.0367 0.3537 0.0200
2629 0.0234 505.6759 0.0013 0.9990 0.1721 0.0247 0.1799 2.1341
2930 0.0544 1174.1593 0.0023 0.9990 0.6452 0.0287 0.2691 1.2195
2725 0.0318 685.8683 0.0007 0.9990 1.1367 0.0419 0.0376 0.7927
2524 0.0316 681.7544 0.0007 0.9975 1.5462 0.0405 0.0359 0.0139
2422 0.1072 2315.5790 0.0024 0.9990 0.8326 0.0796 0.1135 0.7927
L575 0.0289 624.1482 0.0011 0.9990 0.5236 0.0218 0.2533 2.7438
2117 0.0162 349.3036 0.0010 0.9894 0.8222 0.0282 0.2842 0.0200
1714B 0.0661 1427.7953 0.0062 0.3060 0.0272 0.0314 0.6168 0.0212
1716 0.2840 6133.4914 0.0063 0.9990 0.9690 0.1202 0.2995 See the original
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