Original source · versioned page text
e1y1p5.out
From the archive XPXtrm.zip, inside Further information re: stormwater modelling - REC17/0011. File date in the archive: 2017-10-09 20:25.
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 230.0000
N53 50.0000 50.0000 0.0000
N52 50.0000 50.0000 0.0000
N38 3.1660 7.9151 5.0000
N51 4.1252 10.3130 40.0000
N48 3.5764 8.9411 45.0000
N50 3.0915 7.7288 65.0000
N47 8.8089 22.0223 0.0000
N46 3.5343 8.8358 620.0000
N45 1.2575 3.1437 17830.0000
N43 50.0000 50.0000 0.0000
N42 50.0000 50.0000 0.0000
N37 50.0000 50.0000 0.0000
N36 3.0822 7.7055 35.0000
N35 4.7504 11.8759 0.0000
N34 50.0000 50.0000 0.0000
N31 50.0000 50.0000 0.0000
N30 1.1545 2.8861 970.0000
N29 50.0000 50.0000 0.0000
N28 50.0000 50.0000 0.0000
N27 6.1555 15.3889 0.0000
N26 50.0000 50.0000 0.0000
N25 39.4122 50.0000 0.0000
N24 9.9812 24.9530 0.0000
N23 50.0000 50.0000 0.0000
N22 23.6389 50.0000 0.0000
N21 3.1540 7.8851 95.0000
N20 50.0000 50.0000 0.0000
N19 50.0000 50.0000 0.0000
N18 40.2917 50.0000 0.0000
N17 22.3713 50.0000 0.0000
N16 16.6446 41.6114 0.0000
N15 21.5655 50.0000 0.0000
N14B 0.7167 1.7917 1665.0000
N14A 16.7240 41.8101 0.0000
N13 27.5961 50.0000 0.0000
N12 45.3416 50.0000 0.0000
N11 50.0000 50.0000 0.0000
N10 50.0000 50.0000 0.0000
N9 50.0000 50.0000 0.0000
N8 50.0000 50.0000 0.0000
N7 50.0000 50.0000 0.0000
N6 35.7626 50.0000 0.0000
N5 18.6635 46.6587 0.0000
N4 50.0000 50.0000 0.0000
N3 50.0000 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...N45
*==========================================================*
| 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 10.0833 0.0003 0.0147 Normal Soln
5047 49.1329 49.1329 50.0000 0.0000 0.0034 0.0882 Normal Soln
5114b 50.0000 50.0000 50.0000 0.0000 -0.0007 0.0206 Normal Soln
4342 50.0000 50.0000 50.0000 0.0000 0.0005 0.0104 Normal Soln
3736 42.8804 42.8804 50.0000 0.0000 0.0004 0.0089 Normal Soln
3534 18.7641 18.7641 50.0000 0.0000 0.0017 0.0118 Normal Soln
3422 50.0000 50.0000 50.0000 0.0000 0.0003 0.0062 Normal Soln
3130 50.0000 50.0000 50.0000 0.0000 0.0009 0.0132 Normal Soln
3024 8.4212 8.4212 18.8102 0.0000 0.0031 2.0607 Normal Soln
3036 17.5492 17.5492 50.0000 0.0000 -0.0005 0.0309 Normal Soln
2827 37.3370 37.3370 50.0000 0.0000 0.0007 0.0152 Normal Soln
2726 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
2629 50.0000 50.0000 50.0000 0.0000 0.0000 0.0048 Normal Soln
2930 36.4936 36.4936 50.0000 0.0000 0.0010 0.0294 Normal Soln
2725 5.5307 5.5307 13.7547 0.0000 0.0020 2.8628 Normal Soln
2524 18.6238 18.6238 32.6376 0.0000 0.0017 2.2659 Normal Soln
2422 7.8877 7.8877 18.5459 0.0000 0.0035 1.7693 Normal Soln
L575 50.0000 50.0000 50.0000 0.0000 0.0011 0.0733 Normal Soln
2117 12.0919 12.0919 30.7849 0.0000 0.0056 0.0713 Normal Soln
1714B 31.1910 31.1910 50.0000 0.0000 -0.0005 0.0129 Normal Soln
1716 5.4715 5.4715 14.3574 0.0000 0.0094 1.0196 Normal Soln
1615 4.9259 4.9259 13.0241 0.0000 0.0072 2.8121 Normal Soln
1614A 2.6266 2.6266 11.3788 0.7500 -0.0076 1.6924 Normal Soln
4514B 15.9320 15.9320 26.5953 0.0000 -0.0237 0.0121 Normal Soln
4515 5.6636 5.6636 12.8962 0.0000 0.0024 2.0255 Normal Soln
1502 16.7469 16.7469 37.3842 0.0000 0.0084 4.0815 Normal Soln
14A13 4.7406 4.7406 30.2729 0.0000 -0.0055 0.0792 Normal Soln
1312 7.8308 7.8308 44.1491 0.0000 0.0042 0.0780 Normal Soln
1211 23.3144 23.3144 50.0000 0.0000 0.0032 0.0484 Normal Soln
1103 16.8228 16.8228 50.0000 0.0000 0.0022 0.0341 Normal Soln
0912 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
0908 17.4508 17.4508 50.0000 0.0000 0.0008 1.2719 Normal Soln
0811 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
0804 16.0742 16.0742 50.0000 0.0000 0.0014 1.6932 Normal Soln
0201 3.1972 3.1972 7.7047 317.2500 0.0138 0.0338 Normal Soln
5248 50.0000 50.0000 50.0000 0.0000 0.0005 0.0175 Normal Soln
4845 50.0000 50.0000 50.0000 0.0000 0.0161 0.0899 Normal Soln
4250 50.0000 50.0000 50.0000 0.0000 0.0009 0.0148 Normal Soln
5338 50.0000 50.0000 50.0000 0.0000 0.0005 0.0097 Normal Soln
3851 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
4746o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
4746u 5.7770 5.7770 17.7770 0.0000 0.0014 1.4444 Normal Soln
4645o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
4645u 7.3373 7.3373 26.3323 0.0000 0.0037 2.2192 Normal Soln
3836o 41.1436 41.1436 50.0000 0.0000 0.0002 0.0121 Normal Soln
3635o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
2217o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
2217u 7.2506 7.2506 17.6242 0.0000 0.0044 3.0939 Normal Soln
2019o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
2019u 7.7381 7.7381 13.1410 0.0000 -0.0033 0.6930 Normal Soln
1918o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
1918u 25.4778 25.4778 50.0000 0.0000 0.0029 0.9321 Normal Soln
1817o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
1817u 5.3611 5.3611 12.9037 0.0000 0.0026 2.0899 Normal Soln
1009o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
1009u 17.1808 17.1808 31.5597 0.0000 0.0007 0.9078 Normal Soln
0706o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
0706u 10.3857 10.3857 26.2614 0.0000 0.0006 1.5273 Normal Soln
0604o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
0604u 12.2602 12.2602 22.9485 0.0000 0.0022 2.1428 Normal Soln
0504o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
0504u 17.3536 17.3536 42.9082 0.0000 0.0024 1.5129 Normal Soln
0403o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
0403u 4.6729 4.6729 9.4599 0.0000 0.0038 0.8248 Normal Soln
0302o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
0302u 3.6641 3.6641 20.3383 0.0000 0.0027 0.2870 Normal Soln
14a14bo 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
14a14bu 1.9019 1.9019 5.0334 31.9167 -0.0035 2.4904 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...................................4514B
*==================================================*
| 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/ 0.02 / 5114b/ 0.01 /
4342/ 0.01 / 3736/ 0.02 / 3534/ 0.00 /
3422/ 0.00 / 3130/ 0.01 / 3024/ 0.50 /
3036/ 0.00 / 2827/ 0.03 / 2726/ 0.00 /
2629/ 0.03 / 2930/ 0.09 / 2725/ 0.16 /
2524/ 0.20 / 2422/ 0.29 / L575/ 0.01 /
2117/ 0.01 / 1714B/ 0.00 / 1716/ 0.38 /
1615/ 0.21 / 1614A/ 0.00 / 4514B/ 0.00 /
4515/ 0.05 / 1502/ 0.23 / 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/ 0.18 /
4645o/ 0.00 / 4645u/ 0.12 / 3836o/ 0.00 /
3635o/ 0.00 / 2217o/ 0.00 / 2217u/ 0.24 /
2019o/ 0.00 / 2019u/ 0.32 / 1918o/ 0.00 /
1918u/ 0.22 / 1817o/ 0.00 / 1817u/ 0.17 /
1009o/ 0.00 / 1009u/ 0.10 / 0706o/ 0.00 /
0706u/ 0.07 / 0604o/ 0.00 / 0604u/ 0.24 /
0504o/ 0.00 / 0504u/ 0.05 / 0403o/ 0.00 /
0403u/ 0.30 / 0302o/ 0.00 / 0302u/ 0.01 /
14a14bo/ 0.00 / 14a14bu/ 0.00 /
Conduit/ Width
5453/ 0.43 / 5047/ 0.26 / 5114b/ 0.06 /
4342/ 0.30 / 3736/ 0.02 / 3534/ 0.01 /
3422/ 0.01 / 3130/ 0.07 / 3024/ 0.18 /
3036/ 3.29 / 2827/ 0.03 / 2726/ 0.00 /
2629/ 0.48 / 2930/ 0.21 / 2725/ 0.15 /
2524/ 0.15 / 2422/ 0.24 / L575/ 0.05 /
2117/ 0.04 / 1714B/ 1.64 / 1716/ 0.41 /
1615/ 0.30 / 1614A/ 0.33 / 4514B/ 0.21 /
4515/ 0.15 / 1502/ 0.32 / 14A13/ 0.18 /
1312/ 0.00 / 1211/ 0.04 / 1103/ 0.11 /
0912/ 0.14 / 0908/ 0.15 / 0811/ 0.00 /
0804/ 0.18 / 0201/ 0.31 / 5248/ 0.37 /
4845/ 0.26 / 4250/ 0.41 / 5338/ 2.30 /
3851/ 0.04 / 4746o/ 0.00 / 4746u/ 0.12 /
4645o/ 0.15 / 4645u/ 0.12 / 3836o/ 3.34 /
3635o/ 0.00 / 2217o/ 0.00 / 2217u/ 0.29 /
2019o/ 0.00 / 2019u/ 0.18 / 1918o/ 0.00 /
1918u/ 0.24 / 1817o/ 0.00 / 1817u/ 0.24 /
1009o/ 0.00 / 1009u/ 0.15 / 0706o/ 0.00 /
0706u/ 0.12 / 0604o/ 0.00 / 0604u/ 0.15 /
0504o/ 0.00 / 0504u/ 0.12 / 0403o/ 0.00 /
0403u/ 0.29 / 0302o/ 0.00 / 0302u/ 1.50 /
14a14bo/ 0.00 / 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/ 0.03 / N15/ 0.04 /
N14B/ 1.20 / N14A/ 0.05 / N13/ 0.00 /
N12/ 0.00 / N11/ 0.01 / N10/ 0.00 /
N9/ 0.00 / N8/ 0.00 / N7/ 0.00 /
N6/ 0.00 / N5/ 0.00 / N4/ 0.01 /
N3/ 0.01 / N2/ 0.02 / N1/ 0.00 /
Junction/ Freeboard
N54/ 1.10 / N53/ 1.50 / N52/ 3.00 /
N38/ 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/ 0.02 /
N38/ 1.06 / N51/ 1.01 / N48/ 1.03 /
N50/ 1.03 / N47/ 0.84 / N46/ 0.96 /
N45/ 1.07 / N43/ 0.01 / N42/ 0.02 /
N37/ 0.05 / N36/ 1.23 / N35/ 1.01 /
N34/ 0.02 / N31/ 0.01 / N30/ 1.14 /
N29/ 0.08 / N28/ 0.06 / N27/ 1.07 /
N26/ 0.04 / N25/ 0.32 / N24/ 0.71 /
N23/ 0.09 / N22/ 0.82 / N21/ 1.03 /
N20/ 0.22 / N19/ 0.26 / N18/ 0.60 /
N17/ 0.52 / N16/ 1.18 / N15/ 0.90 /
N14B/ 1.13 / N14A/ 0.81 / N13/ 0.46 /
N12/ 0.49 / N11/ 0.51 / N10/ 0.16 /
N9/ 0.18 / N8/ 0.37 / N7/ 0.21 /
N6/ 0.33 / N5/ 0.14 / N4/ 0.48 /
N3/ 0.49 / N2/ 0.51 / N1/ 0.51 /
Junction/Total Fldng
N54/ 0.00 / N53/ 0.00 / N52/ 0.00 /
N38/ 0.00 / N51/ 0.00 / N48/ 0.00 /
N50/ 0.00 / N47/ 0.00 / N46/ 0.00 /
N45/ 0.00 / N43/ 0.00 / N42/ 0.00 /
N37/ 0.00 / N36/ 0.00 / N35/ 0.00 /
N34/ 0.00 / N31/ 0.00 / N30/ 0.00 /
N29/ 0.00 / N28/ 0.00 / N27/ 0.00 /
N26/ 0.00 / N25/ 0.00 / N24/ 0.00 /
N23/ 0.00 / N22/ 0.00 / N21/ 0.00 /
N20/ 0.00 / N19/ 0.00 / N18/ 0.00 /
N17/ 0.00 / N16/ 0.00 / N15/ 0.00 /
N14B/ 0.00 / N14A/ 0.00 / N13/ 0.00 /
N12/ 0.00 / N11/ 0.00 / N10/ 0.00 /
N9/ 0.00 / N8/ 0.00 / N7/ 0.00 /
N6/ 0.00 / N5/ 0.00 / N4/ 0.00 /
N3/ 0.00 / N2/ 0.00 / N1/ 0.00 /
Conduit/ Cross Sectional Area
5453/ 0.00 / 5047/ 0.00 / 5114b/ 0.00 /
4342/ 0.00 / 3736/ 0.00 / 3534/ 0.00 /
3422/ 0.00 / 3130/ 0.00 / 3024/ 0.00 /
3036/ 0.17 / 2827/ 0.00 / 2726/ 0.00 /
2629/ 0.00 / 2930/ 0.00 / 2725/ 0.00 /
2524/ 0.00 / 2422/ 0.00 / L575/ 0.00 /
2117/ 0.00 / 1714B/ 0.00 / 1716/ 0.00 /
1615/ 0.01 / 1614A/ 0.01 / 4514B/ 0.00 /
4515/ 0.00 / 1502/ 0.01 / 14A13/ 0.01 /
1312/ 0.00 / 1211/ 0.00 / 1103/ 0.01 /
0912/ 0.00 / 0908/ 0.00 / 0811/ 0.00 /
0804/ 0.00 / 0201/ 0.02 / 5248/ 0.00 /
4845/ 0.00 / 4250/ 0.00 / 5338/ 0.01 /
3851/ 0.00 / 4746o/ 0.00 / 4746u/ 0.00 /
4645o/ 0.00 / 4645u/ 0.00 / 3836o/ 0.17 /
3635o/ 0.00 / 2217o/ 0.00 / 2217u/ 0.00 /
2019o/ 0.00 / 2019u/ 0.00 / 1918o/ 0.00 /
1918u/ 0.00 / 1817o/ 0.00 / 1817u/ 0.00 /
1009o/ 0.00 / 1009u/ 0.00 / 0706o/ 0.00 /
0706u/ 0.00 / 0604o/ 0.00 / 0604u/ 0.00 /
0504o/ 0.00 / 0504u/ 0.00 / 0403o/ 0.00 /
0403u/ 0.00 / 0302o/ 0.00 / 0302u/ 0.01 /
14a14bo/ 0.00 / 14a14bu/ 0.00 /
Conduit/ Final Volume
5453/ 0.11 / 5047/ 0.10 / 5114b/ 0.02 /
4342/ 0.07 / 3736/ 0.01 / 3534/ 0.00 /
3422/ 0.01 / 3130/ 0.05 / 3024/ 0.07 /
3036/ 2.98 / 2827/ 0.01 / 2726/ 0.03 /
2629/ 0.17 / 2930/ 0.08 / 2725/ 0.01 /
2524/ 0.02 / 2422/ 0.10 / L575/ 0.02 /
2117/ 0.01 / 1714B/ 0.00 / 1716/ 0.09 /
1615/ 0.14 / 1614A/ 0.06 / 4514B/ 0.00 /
4515/ 0.07 / 1502/ 0.52 / 14A13/ 0.07 /
1312/ 0.00 / 1211/ 0.04 / 1103/ 0.20 /
0912/ 0.00 / 0908/ 0.01 / 0811/ 0.00 /
0804/ 0.02 / 0201/ 0.16 / 5248/ 0.09 /
4845/ 0.12 / 4250/ 0.09 / 5338/ 0.72 /
3851/ 0.01 / 4746o/ 0.00 / 4746u/ 0.01 /
4645o/ 0.00 / 4645u/ 0.02 / 3836o/ 6.63 /
3635o/ 0.00 / 2217o/ 0.00 / 2217u/ 0.12 /
2019o/ 0.00 / 2019u/ 0.01 / 1918o/ 0.00 /
1918u/ 0.10 / 1817o/ 0.00 / 1817u/ 0.03 /
1009o/ 0.00 / 1009u/ 0.00 / 0706o/ 0.00 /
0706u/ 0.00 / 0604o/ 0.00 / 0604u/ 0.02 /
0504o/ 0.00 / 0504u/ 0.01 / 0403o/ 0.00 /
0403u/ 0.01 / 0302o/ 0.00 / 0302u/ 0.35 /
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........ 7345
Total number of time steps during simulation.... 5585
Ratio of actual # of time steps / NTCYC......... 1.293
Average number of iterations per time step...... 1.315
Average time step size(seconds)................ 3.868
Smallest time step size(seconds)................ 0.714
Largest time step size(seconds)................ 5.000
Average minimum Conduit Courant time step (sec). 4.656
Average minimum implicit time step (sec)........ 1.993
Average minimum junction time step (sec)........ 1.993
Average Courant Factor Tf....................... 1.993
Number of times omega reduced................... 9
*=========================================================*
| 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 1.00 5599 0 3 0 0 0
N53 0 1.00 5599 0 3 0 0 0
N52 0 1.02 5703 0 8 0 0 0
N38 0 1.01 5613 0 14 1 0 0
N51 0 1.01 5639 1 22 1 0 0
N48 0 1.04 5796 0 6 0 0 0
N50 0 1.05 5861 0 7 0 0 0
N47 0 1.05 5889 0 6 0 0 0
N46 0 1.09 6077 0 5 0 0 0
N45 0 1.26 7041 2 23 3 0 0
N43 0 1.01 5621 0 3 0 0 0
N42 0 1.01 5631 0 6 0 0 0
N37 0 1.01 5648 0 5 0 0 0
N36 0 1.06 5928 0 4 0 0 0
N35 0 1.01 5636 0 17 1 0 0
N34 0 1.02 5676 0 7 0 0 0
N31 0 1.02 5712 0 6 0 0 0
N30 0 1.21 6770 0 9 0 0 0
N29 0 1.12 6231 0 6 0 0 0
N28 0 1.05 5842 0 5 0 0 0
N27 0 1.19 6648 0 6 0 0 0
N26 0 1.00 5585 0 1 0 0 0
N25 0 1.28 7124 0 6 0 0 0
N24 0 1.38 7688 0 5 0 0 0
N23 0 1.15 6424 0 7 0 0 0
N22 0 1.31 7314 0 6 0 0 0
N21 0 1.58 8799 0 6 0 0 0
N20 0 1.11 6194 0 6 0 0 0
N19 0 1.25 6971 0 5 0 0 0
N18 0 1.22 6821 0 6 0 0 0
N17 0 1.61 9002 0 19 1 0 0
N16 0 1.64 9134 3 15 10 0 0
N15 0 1.29 7216 0 6 0 0 0
N14B 0 1.26 7030 1 11 1 0 0
N14A 0 1.64 9156 0 13 6 0 0
N13 0 1.50 8377 0 6 0 0 0
N12 0 1.33 7430 0 6 0 0 0
N11 0 1.32 7380 0 6 0 0 0
N10 0 1.04 5836 0 4 0 0 0
N9 0 1.08 6021 0 4 0 0 0
N8 0 1.14 6363 0 5 0 0 0
N7 0 1.03 5746 0 4 0 0 0
N6 0 1.22 6811 0 5 0 0 0
N5 0 1.05 5851 0 6 0 0 0
N4 0 1.30 7255 0 6 0 0 0
N3 0 1.58 8836 0 7 0 0 0
N2 0 1.50 8362 1 6 0 0 0
N1 0 1.47 8235 1 8 0 0 0
Total number of iterations for all junctions.. 321121
Minimum number of possible iterations......... 268080
Efficiency of the simulation.................. 1.20
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 8.9153 0 40 0.0000 1.0847 1.0000 0.0000 0.0000 0.0000
N53 10.0000 8.7000 8.5162 0 39 0.0000 1.4838 1.0000 0.0000 0.0000 0.0000
N52 10.0000 7.2000 7.0210 0 41 0.0000 2.9790 1.0000 0.0000 0.0000 0.0000
N38 10.0000 6.4000 6.0582 0 46 0.0000 3.9418 1.0000 0.0000 0.0000 0.0000
N51 10.0000 5.0000 4.8120 0 37 0.0000 5.1880 1.0000 0.0000 0.0000 0.0000
N48 10.0000 5.0000 4.6279 0 40 0.0000 5.3721 1.0000 0.0000 0.0000 0.0000
N50 10.0000 5.9000 5.7334 0 42 0.0000 4.2666 1.0000 0.0000 0.0000 0.0000
N47 10.0000 5.0000 4.4402 0 40 0.0000 5.5598 1.0000 0.0000 0.0000 0.0000
N46 10.0000 4.4000 3.9621 0 40 0.0000 6.0379 1.0000 0.0000 0.0000 0.0000
N45 10.0000 3.9500 3.5734 0 40 0.0000 6.4266 1.0000 0.0000 0.0000 0.0000
N43 10.0000 9.4000 9.2150 0 38 0.0000 0.7850 1.0000 0.0000 0.0000 0.0000
N42 10.0000 7.5000 7.3190 0 40 0.0000 2.6810 1.0000 0.0000 0.0000 0.0000
N37 10.0000 7.4000 7.0463 0 35 0.0000 2.9537 1.0000 0.0000 0.0000 0.0000
N36 10.0000 6.1700 5.7005 0 41 0.0000 4.2995 1.0000 0.0000 0.0000 0.0000
N35 10.0000 5.6000 4.2122 0 8 0.0000 5.7878 1.0000 0.0000 0.0000 0.0000
N34 10.0000 4.5000 4.1157 0 36 0.0000 5.8843 1.0000 0.0000 0.0000 0.0000
N31 10.0000 7.8000 7.5145 0 35 0.0000 2.4855 1.0000 0.0000 0.0000 0.0000
N30 10.0000 6.0200 5.3421 0 35 0.0000 4.6579 1.0000 0.0000 0.0000 0.0000
N29 10.0000 6.8000 6.4753 0 35 0.0000 3.5247 1.0000 0.0000 0.0000 0.0000
N28 10.0000 8.7000 8.3561 0 35 0.0000 1.6439 1.0000 0.0000 0.0000 0.0000
N27 10.0000 7.1000 6.4227 0 35 0.0000 3.5773 1.0000 0.0000 0.0000 0.0000
N26 10.0000 6.9000 6.5405 0 47 0.0000 3.4595 1.0000 0.0000 0.0000 0.0000
N25 10.0000 5.2450 5.1891 0 35 0.0000 4.8109 1.0000 0.0000 0.0000 0.0000
N24 10.0000 3.3100 3.3018 0 36 0.0000 6.6982 1.0000 0.0000 0.0000 0.0000
N23 10.0000 5.0000 4.7913 0 35 0.0000 5.2087 1.0000 0.0000 0.0000 0.0000
N22 10.0000 3.9000 2.6834 0 36 0.0000 7.3166 1.0000 0.0000 0.0000 0.0000
N21 10.0000 3.5000 3.0300 0 35 0.0000 6.9700 1.0000 0.0000 0.0000 0.0000
N20 10.0000 7.3000 6.2181 0 35 0.0000 3.7819 1.0000 0.0000 0.0000 0.0000
N19 10.0000 6.4000 4.7593 0 35 0.0000 5.2407 1.0000 0.0000 0.0000 0.0000
N18 10.0000 3.5000 2.4983 0 36 0.0000 7.5017 1.0000 0.0000 0.0000 0.0000
N17 10.0000 3.4500 2.2660 0 36 0.0000 7.7340 1.0000 0.0000 0.0000 0.0000
N16 10.0000 2.4000 2.5247 0 36 0.1247 7.4753 1.0000 0.0000 0.0000 0.0000
N15 10.0000 2.0350 2.1085 0 37 0.0735 7.8915 1.0000 0.0000 0.0000 0.0000
N14B 10.0000 3.4900 2.9281 0 42 0.0000 7.0719 1.0000 0.0000 0.0000 0.0000
N14A 10.0000 3.3000 2.4103 0 37 0.0000 7.5897 1.0000 0.0000 0.0000 0.0000
N13 10.0000 3.5600 2.3224 0 37 0.0000 7.6776 1.0000 0.0000 0.0000 0.0000
N12 10.0000 3.3800 2.1661 0 38 0.0000 7.8339 1.0000 0.0000 0.0000 0.0000
N11 10.0000 3.3400 1.8506 0 41 0.0000 8.1494 1.0000 0.0000 0.0000 0.0000
N10 10.0000 4.9000 3.7637 0 35 0.0000 6.2363 1.0000 0.0000 0.0000 0.0000
N9 10.0000 3.9000 2.6805 0 35 0.0000 7.3195 1.0000 0.0000 0.0000 0.0000
N8 10.0000 3.4000 2.3710 0 35 0.0000 7.6290 1.0000 0.0000 0.0000 0.0000
N7 10.0000 5.3000 4.2095 0 35 0.0000 5.7905 1.0000 0.0000 0.0000 0.0000
N6 10.0000 4.8000 3.8309 0 35 0.0000 6.1691 1.0000 0.0000 0.0000 0.0000
N5 10.0000 4.6000 3.4437 0 35 0.0000 6.5563 1.0000 0.0000 0.0000 0.0000
N4 10.0000 3.2000 2.1795 0 35 0.0000 7.8205 1.0000 0.0000 0.0000 0.0000
N3 10.0000 3.1000 1.5890 0 40 0.0000 8.4110 1.0000 0.0000 0.0000 0.0000
N2 10.0000 3.0500 1.5606 0 40 0.0000 8.4394 1.0000 0.0000 0.0000 0.0000
N1 10.0000 2.9300 1.4397 0 40 0.0000 8.5603 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 0.0339 0 33 0.1507 0 0 0.0041 8.9153 7.0210 .0766 .1048
5047 2.8812 1.4600 200.0000 0.1214 0 42 0.4179 0 42 0.0422 5.7334 4.6249 .1672 .1247
5114b 3.5733 1.8108 200.0000 0.0276 0 37 0.2629 0 37 0.0077 4.8120 3.0091 .0601 .0456
4342 10.3858 1.3631 200.0000 0.0382 0 38 0.2406 0 0 0.0037 9.2150 7.3190 .0749 .0950
3736 14.9983 3.6090 400.0000 0.0490 0 35 0.6880 0 35 0.0033 7.0463 5.5657 .1157 .1142
3534 5.8173 1.4765 400.0000 0.0181 0 35 0.1369 0 34 0.0031 4.2122 4.1157 .0306 .0393
3422 6.0122 1.5213 400.0000 0.0141 0 36 0.1398 0 36 0.0023 4.1157 3.4036 .0393 .0091
3130 13.5508 2.2744 300.0000 0.0694 0 36 0.2792 0 36 0.0051 7.5145 5.7102 .0482 .0341
3024 0.4621 2.9058 450.0000 0.3971 0 35 2.7152 0 35 0.8592 5.3421 3.3018 2.538 .9818
3036 6.7857 1.4251 400.0000 -0.0936 0 41 -0.1682 0 41 -0.0138 5.6882 5.7005 .1706 .4512
2827 15.5945 3.7524 400.0000 0.0851 0 35 0.8117 0 35 0.0055 8.3561 6.7551 .1402 .1377
2726 18.5574 3.1124 300.0000 0.0000 0 0 0.0000 0 0 0.0000 6.5405 6.5405 .0000 .0000
2629 2.4524 0.5150 400.0000 0.0057 0 47 0.0797 1 37 0.0023 6.5405 6.4753 .1013 .1881
2930 11.6053 2.4373 400.0000 0.1364 0 35 0.7062 0 36 0.0118 6.4753 5.6946 .1881 .1865
2725 0.2218 2.0080 375.0000 0.2321 0 35 2.1811 0 35 1.0467 6.4227 5.1891 2.860 .8509
2524 0.2779 2.5163 375.0000 0.2414 0 35 2.4523 0 34 0.8686 5.1891 3.3018 .8509 1.178
2422 0.8401 2.9711 600.0000 0.6093 0 36 2.1030 0 36 0.7253 3.3018 2.6834 1.186 1.372
L575 4.4056 1.1111 300.0000 0.1257 0 36 0.3852 0 36 0.0285 4.7913 3.4663 .3043 .2208
2117 10.3655 2.0976 500.0000 0.0783 0 35 0.3249 0 35 0.0076 3.0300 2.9680 .0600 .0361
1714B 8.1188 0.9553 500.0000 -0.0525 0 42 -0.1720 0 42 -0.0065 2.9034 2.9281 .1068 .2562
1716 3.1532 3.6415 1050.000 1.3381 0 36 2.0895 0 36 0.4244 2.2660 2.5247 .4914 1.118
1615 0.7725 1.7486 750.0000 0.9336 0 37 2.0731 0 37 1.2086 2.5247 2.1085 1.579 1.198
1614A 0.7872 1.7819 750.0000 0.4044 0 36 0.8788 0 36 0.5138 2.5247 2.4103 1.166 1.080
4514B 28.0567 3.5017 450.0000 0.1691 0 41 0.9024 0 41 0.0060 3.5734 2.9281 .1631 .1735
4515 0.1942 2.7467 300.0000 0.1773 1 3 2.4814 1 3 0.9133 3.5734 2.1085 3.578 2.995
1502 0.6052 1.1322 825.0000 1.1025 0 37 2.4075 0 37 1.8215 2.1085 1.5606 1.089 .6189
14A13 16.6072 0.8411 1700.000 -0.5224 0 37 -0.3304 0 36 -0.0315 2.4103 2.3224 .3237 .4250
1312 15.7543 0.6101 1400.000 0.5194 0 37 0.3172 0 36 0.0330 2.3224 2.1661 .3303 .3472
1211 22.0747 0.6694 1700.000 0.5237 0 39 0.2455 0 38 0.0237 2.1661 1.8506 .2859 .3004
1103 34.9730 0.7240 2000.000 0.5947 0 41 0.3215 0 43 0.0170 1.8506 1.5890 .2553 .2445
0912 7.4604 1.8954 400.0000 0.0000 0 0 0.0000 0 0 0.0000 2.6805 2.1661 .0000 .0000
0908 0.1628 1.4741 375.0000 0.0753 0 35 0.9840 0 32 0.4623 2.6805 2.3710 .4814 .9894
0811 6.0914 1.5476 400.0000 0.0000 0 0 0.0000 0 0 0.0000 1.8506 1.8506 .0000 .0000
0804 0.2208 1.3886 450.0000 0.1432 0 36 0.9610 0 41 0.6484 2.3710 2.1795 .8245 1.065
0201 142.3584 2.9703 2000.000 2.2418 0 40 1.2979 0 40 0.0157 1.5606 1.4397 .2553 .2548
5248 8.1651 1.4277 200.0000 0.0645 0 41 0.2070 0 41 0.0079 7.0210 4.8161 .1048 .0806
4845 2.5500 1.2922 200.0000 0.0973 0 40 0.3149 0 26 0.0381 4.6279 3.5734 .1397 .3671
4250 11.5986 1.2184 200.0000 0.0855 0 40 0.3318 0 0 0.0074 7.3190 5.7334 .0950 .1672
5338 8.7547 1.3127 200.0000 0.0414 0 39 0.2884 0 0 0.0047 8.5162 6.0582 .0812 .2912
3851 5.0145 1.3130 200.0000 0.0000 0 0 0.0000 0 0 0.0000 6.0582 4.8120 .0000 .0000
4746o 17.3588 1.9947 400.0000 0.0000 0 0 0.0000 0 0 0.0000 3.9621 3.9621 .0000 .0000
4746u 0.1498 2.1194 300.0000 0.0899 0 40 1.4063 0 22 0.6003 4.4402 3.9621 2.800 3.206
4645o 15.8729 1.6240 400.0000 0.0000 0 0 0.0000 0 0 0.0000 3.9620 3.5734 .0000 .0000
4645u 0.1105 1.5637 300.0000 0.0899 0 40 1.2533 0 40 0.8136 3.9620 3.5734 3.206 3.578
3836o 9.9729 2.0945 400.0000 0.0603 0 46 0.1156 0 47 0.0060 6.0582 5.7005 .1456 .4512
3635o 35.6736 2.3986 400.0000 0.0000 0 0 0.0000 0 0 0.0000 4.2122 4.2122 .0000 .0000
2217o 14.0423 1.9555 500.0000 0.0000 0 0 0.0000 0 0 0.0000 2.2660 2.2660 .0000 .0000
2217u 0.6241 1.4127 750.0000 0.7919 0 36 1.9861 0 36 1.2688 2.6834 2.2660 1.097 .6880
2019o 11.6942 3.9374 300.0000 0.0000 0 0 0.0000 0 0 0.0000 4.7593 4.7593 .0000 .0000
2019u 0.6375 4.0085 450.0000 0.1932 0 35 2.2829 0 35 0.3031 6.2181 4.7593 .4847 .5762
1918o 18.5045 2.3357 400.0000 0.0000 0 0 0.0000 0 0 0.0000 2.4983 2.4983 .0000 .0000
1918u 0.9440 3.3387 600.0000 0.3657 0 35 1.9213 0 35 0.3874 4.7593 2.4983 .4321 .9972
1817o 9.1593 0.8118 500.0000 0.0000 0 0 0.0000 0 0 0.0000 2.2660 2.2660 .0000 .0000
1817u 0.5070 1.7932 600.0000 0.4531 0 36 1.7049 0 35 0.8938 2.4983 2.2660 .9972 .8600
1009o 8.3091 2.4754 300.0000 0.0000 0 0 0.0000 0 0 0.0000 2.6805 2.6805 .0000 .0000
1009u 0.2415 2.1864 375.0000 0.0772 0 35 1.5844 0 35 0.3198 3.7637 2.6805 .4366 .4814
0706o 7.2322 2.1546 300.0000 0.0000 0 0 0.0000 0 0 0.0000 3.8309 3.8309 .0000 .0000
0706u 0.1248 1.7661 300.0000 0.0677 0 35 1.1427 0 32 0.5419 4.2094 3.8309 .6981 1.102
0604o 9.6606 2.8827 300.0000 0.0000 0 0 0.0000 0 0 0.0000 2.1795 2.1795 .0000 .0000
0604u 0.3116 2.8210 375.0000 0.2639 0 35 2.4840 0 36 0.8469 3.8309 2.1795 .8823 1.278
0504o 8.6316 2.5756 300.0000 0.0000 0 0 0.0000 0 0 0.0000 2.1795 2.1795 .0000 .0000
0504u 0.1541 2.1802 300.0000 0.0737 0 35 1.4689 0 34 0.4781 3.4437 2.1795 .4789 1.598
0403o 9.0589 2.2976 400.0000 0.0000 0 0 0.0000 0 0 0.0000 1.5890 1.5890 .0000 .0000
0403u 1.9283 4.3647 750.0000 0.6160 0 35 2.1145 0 35 0.3194 2.1795 1.5890 .6393 .6520
0302o 2.9365 0.4429 300.0000 0.0000 0 0 0.0000 0 0 0.0000 1.5606 1.5606 .0000 .0000
0302u 3.2556 3.6173 600.0000 0.3678 0 40 0.4918 0 40 0.1130 1.5890 1.5606 .8149 .8510
14a14bo 75.9084 3.3944 500.0000 0.0000 0 0 0.0000 0 0 0.0000 2.4103 2.4103 .0000 .0000
14a14bu 0.1368 1.9347 300.0000 0.1421 0 47 1.9867 0 47 1.0394 2.9281 2.4103 3.760 2.701
FREE # 1 Undefnd Undefnd Undefn 2.2418 0 40
*==================================================*
| 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 0.0095 0.3257 0.0022
5047 7.0000 0.0000 0.0000 353.0000 0.0295 0.2906 0.0122
5114b 8.5000 0.0000 0.0000 351.5000 0.0107 0.1051 0.0028
4342 0.1667 359.8333 0.0000 0.0000 0.0084 0.3233 0.0020
3736 0.1667 0.0000 0.0000 359.8333 0.0226 0.0712 0.0316
3534 7.9167 352.0833 0.0000 0.0000 0.0136 0.1333 0.0019
3422 7.9167 0.0000 0.0000 352.0833 0.0103 0.1008 0.0014
3130 0.1667 0.0000 0.0000 359.8333 0.0125 0.2486 0.0034
3024 0.1667 4.0833 0.0000 355.7500 0.1295 0.1592 1.9783
3036 15.4583 0.0000 344.5417 0.0000 0.0611 0.5564 0.0209
2827 0.1667 0.0000 0.0000 359.8333 0.0274 0.1049 0.0451
2726 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
2629 0.2500 359.7500 0.0000 0.0000 0.0262 0.1100 0.0034
2930 0.2500 0.0000 0.0000 359.7500 0.0369 0.1931 0.0529
2725 0.1667 359.8333 0.0000 0.0000 0.1090 0.1065 1.5159
2524 0.1667 6.3056 0.0000 353.5278 0.1138 0.1037 0.8101
2422 0.1667 359.8333 0.0000 0.0000 0.1679 0.2905 1.6128
L575 0.1667 0.0000 0.0000 359.8333 0.0400 0.3264 0.0303
2117 5.3333 0.0000 0.0000 354.6667 0.0245 0.2420 0.0078
1714B 346.1667 0.0000 13.8333 0.0000 0.0446 0.3055 0.0156
1716 0.1667 354.6667 0.0000 5.1667 0.2618 0.6405 1.7657
1615 0.1667 359.8333 0.0000 0.0000 0.2278 0.4521 2.1591
1614A 8.5417 82.8333 268.6250 0.0000 0.2281 0.4605 0.7397
4514B 319.6667 4.5833 0.0000 35.7500 0.0364 0.1877 0.0669
4515 0.1667 359.8333 0.0000 0.0000 0.0840 0.0728 2.2730
1502 0.1667 359.8333 0.0000 0.0000 0.2346 0.4591 1.6818
14A13 92.3750 267.6250 0.0000 0.0000 0.2898 1.5844 0.2098
1312 92.4583 267.5417 0.0000 0.0000 0.2196 1.6805 0.1469
1211 12.9583 347.0417 0.0000 0.0000 0.1853 2.2229 0.1190
1103 0.1667 359.8333 0.0000 0.0000 0.3101 1.8719 0.1584
0912 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
0908 0.1667 359.8333 0.0000 0.0000 0.0996 0.0785 0.2641
0811 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
0804 0.1667 359.8333 0.0000 0.0000 0.1309 0.1508 0.4020
0201 0.1667 359.8333 0.0000 0.0000 0.3251 1.7273 0.6621
5248 0.1667 0.0000 0.0000 359.8333 0.0104 0.3115 0.0038
4845 7.7500 40.0000 0.0000 312.2500 0.0479 0.4752 0.0104
4250 0.1667 353.0000 0.0000 6.8333 0.0164 0.8186 0.0027
5338 0.1667 352.9167 0.0000 6.9167 0.0261 0.9046 0.0017
3851 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
4746o 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
4746u 0.1667 359.8333 0.0000 0.0000 0.0840 0.0729 1.1320
4645o 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
4645u 0.1667 359.8333 0.0000 0.0000 0.0839 0.0729 1.2752
3836o 7.0833 352.9167 0.0000 0.0000 0.0582 0.5295 0.0137
3635o 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
2217o 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
2217u 0.1667 359.8333 0.0000 0.0000 0.2152 0.3988 1.3294
2019o 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
2019u 0.1667 359.8333 0.0000 0.0000 0.1156 0.0847 0.5444
1918o 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
1918u 0.1667 359.8333 0.0000 0.0000 0.1535 0.1908 0.8117
1817o 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
1817u 0.1667 359.8333 0.0000 0.0000 0.1816 0.2717 0.9261
1009o 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
1009u 0.1667 359.8333 0.0000 0.0000 0.0879 0.0488 0.2708
0706o 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
0706u 0.1667 359.8333 0.0000 0.0000 0.0866 0.0621 0.2937
0604o 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
0604u 0.1667 359.8333 0.0000 0.0000 0.1051 0.1065 1.0037
0504o 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
0504u 0.1667 359.8333 0.0000 0.0000 0.0738 0.0503 0.4549
0403o 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
0403u 0.1667 359.8333 0.0000 0.0000 0.2128 0.2926 0.9915
0302o 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
0302u 0.1667 359.8333 0.0000 0.0000 0.2995 0.7480 0.2457
14a14bo 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
14a14bu 8.5000 351.5000 0.0000 0.0000 0.0839 0.0727 1.7392
*===========================================*
| 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 0.0044 94.9040 0.0001 0.9989 0.1793 0.0036 0.0910 2.8363
5047 0.0168 363.6185 0.0005 0.9776 1.0013 0.0092 0.0908 0.0350
5114b 0.0030 64.3628 0.0001 0.9710 1.0699 0.0028 0.0275 0.0350
4342 0.0043 93.1078 0.0002 0.9989 0.2130 0.0030 0.0812 2.8363
3736 0.0047 100.9571 0.0003 0.9989 1.1992 0.0069 0.0153 1.2606
3534 0.0015 31.7569 0.0001 0.9735 0.1997 0.0033 0.0323 0.0350
3422 0.0015 31.9027 0.0001 0.9735 0.6008 0.0026 0.0255 0.0450
3130 0.0070 151.0854 0.0003 0.9989 1.0912 0.0032 0.0629 2.2060
3024 0.0473 1021.9261 0.0017 0.9989 1.5882 0.0562 0.0381 0.8194
3036 -0.0159 -342.8543 0.0005 0.9443 0.0000 0.0390 0.2919 0.0201
2827 0.0080 173.7826 0.0005 0.9989 1.2176 0.0084 0.0221 1.2606
2726 0.0000 0.0000 0.0000 0.0000 0.0000 0.0214 0.0051 0.0200
2629 0.0011 24.4967 0.0000 0.9989 0.1238 0.0120 0.0327 2.2060
2930 0.0146 315.4703 0.0005 0.9989 0.7799 0.0132 0.0452 1.2606
2725 0.0223 481.9392 0.0012 0.9989 1.2343 0.0409 0.0255 0.8194
2524 0.0223 482.4503 0.0011 0.9961 1.7799 0.0370 0.0194 0.0130
2422 0.0698 1506.9009 0.0026 0.9989 0.9665 0.0754 0.0740 0.8194
L575 0.0127 273.9260 0.0006 0.9989 0.5518 0.0129 0.0720 2.8363
2117 0.0070 150.8571 0.0012 0.9846 0.9938 0.0055 0.0542 0.0200
1714B -0.0011 -22.8136 0.0001 0.0890 0.0000 0.0032 0.0181 0.0210
1716 0.1497 3234.4378 0.0063 0.9989 1.0411 0.1056 0.1670 See the original
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