Original source · versioned page text
e100y45m.out
From the archive XPXtrm.zip, inside Further information re: stormwater modelling - REC17/0011. File date in the archive: 2017-10-09 17:14.
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 65.0000
N53 50.0000 50.0000 0.0000
N52 50.0000 50.0000 0.0000
N38 2.2116 5.5291 5.0000
N51 2.8899 7.2247 120.0000
N48 2.4898 6.2245 35.0000
N50 2.1634 5.4085 45.0000
N47 0.6452 1.6130 340.0000
N46 0.9581 2.3953 20.0000
N45 0.7531 1.8827 18045.0000
N43 50.0000 50.0000 0.0000
N42 50.0000 50.0000 0.0000
N37 50.0000 50.0000 0.0000
N36 1.8240 4.5601 15.0000
N35 3.1270 7.8175 0.0000
N34 50.0000 50.0000 0.0000
N31 41.6698 50.0000 0.0000
N30 0.5890 1.4725 25.0000
N29 50.0000 50.0000 0.0000
N28 37.4532 50.0000 0.0000
N27 1.6687 4.1717 325.0000
N26 40.5103 50.0000 0.0000
N25 1.9500 4.8749 10.0000
N24 0.6638 1.6595 25.0000
N23 15.0750 37.6875 0.0000
N22 0.5500 1.3751 170.0000
N21 1.6786 4.1965 100.0000
N20 0.6971 1.7428 450.0000
N19 0.2639 0.6597 595.0000
N18 1.1262 2.8155 35.0000
N17 1.6125 4.0312 0.0000
N16 2.4407 6.1019 40.0000
N15 7.1172 17.7929 0.0000
N14B 0.5215 1.3037 315.0000
N14A 12.0570 30.1424 0.0000
N13 11.1587 27.8967 0.0000
N12 21.7809 50.0000 0.0000
N11 35.1350 50.0000 0.0000
N10 0.9728 2.4320 270.0000
N9 2.2903 5.7257 365.0000
N8 0.9443 2.3608 10.0000
N7 1.4783 3.6959 65.0000
N6 1.7340 4.3351 30.0000
N5 1.3201 3.3003 80.0000
N4 5.5652 13.9130 0.0000
N3 22.8946 50.0000 0.0000
N2 26.6358 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 6.0000 0.0010 0.0314 Normal Soln
5047 32.9078 32.9078 50.0000 0.0000 0.0066 0.3031 Normal Soln
5114b 50.0000 50.0000 50.0000 0.0000 0.0025 0.0619 Normal Soln
4342 50.0000 50.0000 50.0000 0.0000 0.0011 0.0257 Normal Soln
3736 35.8798 35.8798 50.0000 0.0000 0.0016 0.0208 Normal Soln
3534 4.8642 4.8642 12.1740 0.0000 0.0135 0.4341 Normal Soln
3422 19.6830 19.6830 50.0000 0.0000 0.0186 0.4191 Normal Soln
3130 50.0000 50.0000 50.0000 0.0000 0.0046 0.0355 Normal Soln
3024 7.3604 7.3604 17.2395 0.0000 -0.0197 2.2926 Normal Soln
3036 11.5177 11.5177 50.0000 0.0000 0.0158 0.4145 Normal Soln
2827 28.9780 28.9780 46.3950 0.0000 0.0026 0.0347 Normal Soln
2726 7.7414 7.7414 47.8277 0.0000 -0.0062 0.0570 Normal Soln
2629 31.9401 31.9401 50.0000 0.0000 0.0034 0.3945 Normal Soln
2930 26.1675 26.1675 48.1302 0.0000 0.0077 0.1496 Normal Soln
2725 4.9481 4.9481 12.4167 0.0000 0.0068 2.4087 Normal Soln
2524 14.4522 14.4522 32.6514 0.0000 -0.0043 2.0230 Normal Soln
2422 6.2771 6.2771 16.9307 0.0000 0.0339 2.0333 Normal Soln
L575 44.7259 44.7259 50.0000 0.0000 -0.0071 0.2213 Normal Soln
2117 7.0342 7.0342 20.4022 0.0000 -0.0037 0.0739 Normal Soln
1714B 16.0687 16.0687 50.0000 0.0000 0.0404 0.5444 Normal Soln
1716 4.6200 4.6200 12.6119 0.0000 0.0241 1.5744 Normal Soln
1615 3.9246 3.9246 9.8594 0.0000 0.0120 3.6678 Normal Soln
1614A 1.7688 1.7688 5.2121 38.0833 -0.0106 3.6859 Normal Soln
4514B 14.6656 14.6656 24.5156 0.0000 0.0226 0.0824 Normal Soln
4515 5.6958 5.6958 13.1601 0.0000 0.0047 2.1089 Normal Soln
1502 15.1482 15.1482 33.2730 0.0000 0.0174 4.7549 Normal Soln
14A13 3.9010 3.9010 16.5969 0.0000 -0.0178 0.4160 Normal Soln
1312 6.2370 6.2370 25.5624 0.0000 0.0221 0.4332 Normal Soln
1211 14.6433 14.6433 50.0000 0.0000 0.0153 0.2974 Normal Soln
1103 15.7230 15.7230 50.0000 0.0000 0.0165 0.2071 Normal Soln
0912 28.5982 28.5982 50.0000 0.0000 -0.0015 0.0226 Normal Soln
0908 11.3867 11.3867 41.6246 0.0000 0.0021 2.0316 Normal Soln
0811 33.3914 33.3914 50.0000 0.0000 0.0046 0.0697 Normal Soln
0804 10.7925 10.7925 33.3795 0.0000 0.0036 2.9531 Normal Soln
0201 3.0587 3.0587 7.3207 305.5833 0.4438 0.1451 Normal Soln
5248 50.0000 50.0000 50.0000 0.0000 0.0014 0.0647 Normal Soln
4845 45.0351 45.0351 50.0000 0.0000 0.0017 0.2623 Normal Soln
4250 50.0000 50.0000 50.0000 0.0000 0.0017 0.0499 Normal Soln
5338 50.0000 50.0000 50.0000 0.0000 0.0012 0.0324 Normal Soln
3851 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
4746o 14.3778 14.3778 25.0919 0.0000 0.0042 0.0483 Normal Soln
4746u 5.3007 5.3007 17.4813 0.0000 -0.0037 1.8118 Normal Soln
4645o 24.7670 24.7670 50.0000 0.0000 0.0047 0.0533 Normal Soln
4645u 6.9685 6.9685 23.9807 0.0000 0.0055 2.7713 Normal Soln
3836o 30.6144 30.6144 50.0000 0.0000 0.0016 0.0449 Normal Soln
3635o 15.3678 15.3678 32.0356 0.0000 0.0182 0.0691 Normal Soln
2217o 18.2869 18.2869 33.9066 0.0000 0.0107 0.1722 Normal Soln
2217u 5.5347 5.5347 15.4467 0.0000 -0.0850 4.0605 Normal Soln
2019o 23.4457 23.4457 40.0602 0.0000 0.0074 0.0439 Normal Soln
2019u 5.1482 5.1482 11.6149 0.0000 0.0070 1.5775 Normal Soln
1918o 50.0000 50.0000 50.0000 0.0000 0.0038 0.0182 Normal Soln
1918u 15.9254 15.9254 36.8809 0.0000 0.0154 2.0627 Normal Soln
1817o 14.4668 14.4668 37.9244 0.0000 0.0095 0.2132 Normal Soln
1817u 4.0412 4.0412 10.3227 0.0000 -0.0250 3.8043 Normal Soln
1009o 50.0000 50.0000 50.0000 0.0000 0.0013 0.0107 Normal Soln
1009u 10.3764 10.3764 30.3240 0.0000 0.0027 1.7105 Normal Soln
0706o 29.1559 29.1559 50.0000 0.0000 0.0018 0.0349 Normal Soln
0706u 6.7811 6.7811 24.4402 0.0000 -0.0027 1.7548 Normal Soln
0604o 30.6702 30.6702 50.0000 0.0000 0.0044 0.1072 Normal Soln
0604u 9.6932 9.6932 20.7917 0.0000 0.0093 2.2326 Normal Soln
0504o 50.0000 50.0000 50.0000 0.0000 0.0018 0.0226 Normal Soln
0504u 12.4136 12.4136 33.5200 0.0000 0.0049 2.0398 Normal Soln
0403o 14.0105 14.0105 29.9473 0.0000 0.0048 0.0852 Normal Soln
0403u 3.2473 3.2473 6.9705 0.0000 0.0138 1.2633 Normal Soln
0302o 5.5137 5.5137 15.0720 0.0000 0.0182 2.0021 Normal Soln
0302u 2.7268 2.7268 11.9132 0.0000 -0.0081 0.6856 Normal Soln
14a14bo 6.0461 6.0461 24.9160 0.0000 0.0228 0.0717 Normal Soln
14a14bu 1.8827 1.8827 4.9968 10.3333 -0.0114 3.0362 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/ 0.01 / 1.06/ 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/ 0.01 / 5114b/ 0.01 /
4342/ 0.00 / 3736/ 0.02 / 3534/ 0.00 /
3422/ 0.00 / 3130/ 0.01 / 3024/ 0.45 /
3036/ 0.00 / 2827/ 0.03 / 2726/ 0.00 /
2629/ 0.03 / 2930/ 0.08 / 2725/ 0.15 /
2524/ 0.19 / 2422/ 0.27 / L575/ 0.01 /
2117/ 0.01 / 1714B/ 0.00 / 1716/ 0.35 /
1615/ 0.20 / 1614A/ 0.00 / 4514B/ 0.00 /
4515/ 0.05 / 1502/ 0.21 / 14A13/ 0.00 /
1312/ 0.00 / 1211/ 0.00 / 1103/ 0.01 /
0912/ 0.00 / 0908/ 0.07 / 0811/ 0.00 /
0804/ 0.06 / 0201/ 0.09 / 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/ 0.21 /
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/ 0.28 / 0302o/ 0.00 / 0302u/ 0.01 /
14a14bo/ 0.00 / 14a14bu/ 0.00 /
Conduit/ Width
5453/ 0.36 / 5047/ 0.22 / 5114b/ 0.05 /
4342/ 0.25 / 3736/ 0.02 / 3534/ 0.01 /
3422/ 0.01 / 3130/ 0.06 / 3024/ 0.18 /
3036/ 3.22 / 2827/ 0.02 / 2726/ 8.93 /
2629/ 0.48 / 2930/ 0.21 / 2725/ 0.15 /
2524/ 0.15 / 2422/ 0.24 / L575/ 0.04 /
2117/ 0.03 / 1714B/ 1.72 / 1716/ 0.41 /
1615/ 0.29 / 1614A/ 0.33 / 4514B/ 0.08 /
4515/ 0.14 / 1502/ 0.32 / 14A13/ 0.18 /
1312/ 0.00 / 1211/ 0.03 / 1103/ 0.10 /
0912/ 0.24 / 0908/ 0.15 / 0811/ 0.28 /
0804/ 0.18 / 0201/ 0.27 / 5248/ 0.31 /
4845/ 0.22 / 4250/ 0.35 / 5338/ 1.73 /
3851/ 0.03 / 4746o/ 0.01 / 4746u/ 0.12 /
4645o/ 0.04 / 4645u/ 0.12 / 3836o/ 3.26 /
3635o/ 0.01 / 2217o/ 0.39 / 2217u/ 0.29 /
2019o/ 0.08 / 2019u/ 0.18 / 1918o/ 0.05 /
1918u/ 0.24 / 1817o/ 0.18 / 1817u/ 0.24 /
1009o/ 0.01 / 1009u/ 0.15 / 0706o/ 0.03 /
0706u/ 0.12 / 0604o/ 0.05 / 0604u/ 0.15 /
0504o/ 0.08 / 0504u/ 0.12 / 0403o/ 0.01 /
0403u/ 0.29 / 0302o/ 0.29 / 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/ 8.94 / N1/ 9.07 /
Junction/ Max Volume
N54/ 0.02 / N53/ 0.02 / N52/ 0.03 /
N38/ 1.10 / N51/ 1.02 / N48/ 1.06 /
N50/ 1.06 / N47/ 1.11 / N46/ 1.12 /
N45/ 1.16 / N43/ 0.02 / N42/ 0.03 /
N37/ 0.07 / N36/ 1.39 / N35/ 1.16 /
N34/ 0.15 / N31/ 0.03 / N30/ 1.67 /
N29/ 0.15 / N28/ 0.09 / N27/ 1.38 /
N26/ 0.23 / N25/ 0.84 / N24/ 1.61 /
N23/ 0.14 / N22/ 1.78 / N21/ 1.16 /
N20/ 1.03 / N19/ 1.57 / N18/ 1.34 /
N17/ 1.41 / N16/ 1.83 / N15/ 1.29 /
N14B/ 1.32 / N14A/ 1.30 / N13/ 0.84 /
N12/ 0.87 / N11/ 1.02 / N10/ 1.02 /
N9/ 1.03 / N8/ 1.05 / N7/ 1.04 /
N6/ 1.07 / N5/ 1.03 / N4/ 1.16 /
N3/ 0.93 / N2/ 0.94 / N1/ 0.94 /
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/ 0.00 / 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/ 0.09 / 5047/ 0.08 / 5114b/ 0.02 /
4342/ 0.06 / 3736/ 0.01 / 3534/ 0.00 /
3422/ 0.00 / 3130/ 0.04 / 3024/ 0.06 /
3036/ 2.90 / 2827/ 0.01 / 2726/ 0.03 /
2629/ 0.17 / 2930/ 0.08 / 2725/ 0.01 /
2524/ 0.01 / 2422/ 0.08 / L575/ 0.02 /
2117/ 0.01 / 1714B/ 0.00 / 1716/ 0.07 /
1615/ 0.12 / 1614A/ 0.06 / 4514B/ 0.00 /
4515/ 0.06 / 1502/ 0.45 / 14A13/ 0.07 /
1312/ 0.00 / 1211/ 0.04 / 1103/ 0.18 /
0912/ 0.00 / 0908/ 0.01 / 0811/ 0.00 /
0804/ 0.01 / 0201/ 0.14 / 5248/ 0.07 /
4845/ 0.10 / 4250/ 0.08 / 5338/ 0.54 /
3851/ 0.01 / 4746o/ 0.00 / 4746u/ 0.01 /
4645o/ 0.00 / 4645u/ 0.01 / 3836o/ 6.46 /
3635o/ 0.00 / 2217o/ 0.00 / 2217u/ 0.10 /
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/ 0.31 /
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/ 0.01 / 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/ 1.06 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/ 1.06/ 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/ 1.06/ 1.06 0302u/ 1.10/ 1.06/
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........ 7901
Total number of time steps during simulation.... 5776
Ratio of actual # of time steps / NTCYC......... 1.337
Average number of iterations per time step...... 1.368
Average time step size(seconds)................ 3.740
Smallest time step size(seconds)................ 0.500
Largest time step size(seconds)................ 5.000
Average minimum Conduit Courant time step (sec). 4.528
Average minimum implicit time step (sec)........ 1.424
Average minimum junction time step (sec)........ 1.424
Average Courant Factor Tf....................... 1.424
Number of times omega reduced................... 50
*=========================================================*
| 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 1.09 6301 0 5 0 0 0
N53 0 1.09 6309 0 4 0 0 0
N52 0 1.17 6769 0 8 0 0 0
N38 0 1.12 6452 0 7 0 0 0
N51 0 1.07 6185 1 19 1 0 0
N48 0 1.21 6961 1 18 1 0 0
N50 0 1.25 7247 1 23 1 0 0
N47 0 1.35 7812 0 8 0 0 0
N46 0 1.39 8013 1 9 0 0 0
N45 0 1.52 8764 0 14 2 0 0
N43 0 1.09 6313 0 5 0 0 0
N42 0 1.19 6867 0 7 0 0 0
N37 0 1.09 6278 0 6 0 0 0
N36 0 1.59 9157 0 11 2 0 0
N35 0 1.37 7933 1 18 1 0 0
N34 0 1.33 7670 0 7 0 0 0
N31 0 1.14 6560 0 13 1 0 0
N30 0 1.58 9139 2 25 4 1 0
N29 0 1.35 7773 0 7 0 0 0
N28 0 1.12 6447 0 7 0 0 0
N27 0 1.44 8336 1 26 1 1 0
N26 0 1.32 7613 0 6 0 0 0
N25 0 1.20 6947 0 11 1 0 0
N24 0 1.29 7442 1 9 0 0 0
N23 0 1.23 7110 0 8 0 0 0
N22 0 1.61 9314 14 19 3 0 0
N21 0 1.39 8032 1 19 1 0 0
N20 0 1.28 7420 0 22 1 0 0
N19 0 1.44 8326 1 12 1 0 0
N18 0 1.51 8721 0 9 0 0 0
N17 0 1.95 11238 3 13 1 0 0
N16 0 1.48 8553 1 11 4 0 0
N15 0 1.27 7329 0 7 0 0 0
N14B 0 1.81 10476 0 11 1 0 0
N14A 0 1.66 9615 5 15 21 0 0
N13 0 1.53 8866 0 8 0 0 0
N12 0 1.49 8591 0 7 0 0 0
N11 0 1.54 8909 0 9 0 0 0
N10 0 1.18 6803 0 16 1 0 0
N9 0 1.28 7397 0 6 0 0 0
N8 0 1.33 7710 0 11 1 0 0
N7 0 1.19 6889 0 5 0 0 0
N6 0 1.42 8230 1 18 2 0 0
N5 0 1.18 6814 0 6 0 0 0
N4 0 1.60 9260 1 9 0 0 0
N3 0 1.94 11213 0 9 0 0 0
N2 0 1.77 10201 0 9 0 0 0
N1 0 1.58 9123 14 26 17 2 0
Total number of iterations for all junctions.. 381428
Minimum number of possible iterations......... 277248
Efficiency of the simulation.................. 1.38
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 8.9242 0 16 0.0000 1.0758 1.0000 0.0000 0.0000 0.0000
N53 10.0000 8.7000 8.5246 0 16 0.0000 1.4754 1.0000 0.0000 0.0000 0.0000
N52 10.0000 7.2000 7.0341 0 20 0.0000 2.9659 1.0000 0.0000 0.0000 0.0000
N38 10.0000 6.4000 6.0977 0 23 0.0000 3.9023 1.0000 0.0000 0.0000 0.0000
N51 10.0000 5.0000 4.8226 0 15 0.0000 5.1774 1.0000 0.0000 0.0000 0.0000
N48 10.0000 5.0000 4.6583 0 20 0.0000 5.3417 1.0000 0.0000 0.0000 0.0000
N50 10.0000 5.9000 5.7634 0 20 0.0000 4.2366 1.0000 0.0000 0.0000 0.0000
N47 10.0000 5.0000 4.7063 0 20 0.0000 5.2937 1.0000 0.0000 0.0000 0.0000
N46 10.0000 4.4000 4.1167 0 20 0.0000 5.8833 1.0000 0.0000 0.0000 0.0000
N45 10.0000 3.9500 3.6616 0 20 0.0000 6.3384 1.0000 0.0000 0.0000 0.0000
N43 10.0000 9.4000 9.2226 0 15 0.0000 0.7774 1.0000 0.0000 0.0000 0.0000
N42 10.0000 7.5000 7.3298 0 18 0.0000 2.6702 1.0000 0.0000 0.0000 0.0000
N37 10.0000 7.4000 7.0710 0 15 0.0000 2.9290 1.0000 0.0000 0.0000 0.0000
N36 10.0000 6.1700 5.8631 0 20 0.0000 4.1369 1.0000 0.0000 0.0000 0.0000
N35 10.0000 5.6000 4.3575 0 20 0.0000 5.6425 1.0000 0.0000 0.0000 0.0000
N34 10.0000 4.5000 4.2538 0 20 0.0000 5.7462 1.0000 0.0000 0.0000 0.0000
N31 10.0000 7.8000 7.5255 0 15 0.0000 2.4745 1.0000 0.0000 0.0000 0.0000
N30 10.0000 6.0200 5.8695 0 19 0.0000 4.1305 1.0000 0.0000 0.0000 0.0000
N29 10.0000 6.8000 6.5502 0 16 0.0000 3.4498 1.0000 0.0000 0.0000 0.0000
N28 10.0000 8.7000 8.3853 0 15 0.0000 1.6147 1.0000 0.0000 0.0000 0.0000
N27 10.0000 7.1000 6.7335 0 15 0.0000 3.2665 1.0000 0.0000 0.0000 0.0000
N26 10.0000 6.9000 6.7318 0 16 0.0000 3.2682 1.0000 0.0000 0.0000 0.0000
N25 10.0000 5.2450 5.7133 0 21 0.4683 4.2867 1.0000 0.0000 0.0000 0.0000
N24 10.0000 3.3100 4.1989 0 21 0.8889 5.8011 1.0000 0.0000 0.0000 0.0000
N23 10.0000 5.0000 4.8382 0 15 0.0000 5.1618 1.0000 0.0000 0.0000 0.0000
N22 10.0000 3.9000 3.6444 0 21 0.0000 6.3556 1.0000 0.0000 0.0000 0.0000
N21 10.0000 3.5000 3.1634 0 21 0.0000 6.8366 1.0000 0.0000 0.0000 0.0000
N20 10.0000 7.3000 7.0299 0 15 0.0000 2.9701 1.0000 0.0000 0.0000 0.0000
N19 10.0000 6.4000 6.0739 0 20 0.0000 3.9261 1.0000 0.0000 0.0000 0.0000
N18 10.0000 3.5000 3.2391 0 21 0.0000 6.7609 1.0000 0.0000 0.0000 0.0000
N17 10.0000 3.4500 3.1632 0 21 0.0000 6.8368 1.0000 0.0000 0.0000 0.0000
N16 10.0000 2.4000 3.1648 0 21 0.7648 6.8352 1.0000 0.0000 0.0000 0.0000
N15 10.0000 2.0350 2.4990 0 25 0.4640 7.5010 1.0000 0.0000 0.0000 0.0000
N14B 10.0000 3.4900 3.1226 0 22 0.0000 6.8774 1.0000 0.0000 0.0000 0.0000
N14A 10.0000 3.3000 2.9011 0 22 0.0000 7.0989 1.0000 0.0000 0.0000 0.0000
N13 10.0000 3.5600 2.6996 0 22 0.0000 7.3004 1.0000 0.0000 0.0000 0.0000
N12 10.0000 3.3800 2.5526 0 24 0.0000 7.4474 1.0000 0.0000 0.0000 0.0000
N11 10.0000 3.3400 2.3579 0 25 0.0000 7.6421 1.0000 0.0000 0.0000 0.0000
N10 10.0000 4.9000 4.6177 0 15 0.0000 5.3823 1.0000 0.0000 0.0000 0.0000
N9 10.0000 3.9000 3.5265 0 16 0.0000 6.4735 1.0000 0.0000 0.0000 0.0000
N8 10.0000 3.4000 3.0522 0 15 0.0000 6.9478 1.0000 0.0000 0.0000 0.0000
N7 10.0000 5.3000 5.0355 0 15 0.0000 4.9645 1.0000 0.0000 0.0000 0.0000
N6 10.0000 4.8000 4.5694 0 15 0.0000 5.4306 1.0000 0.0000 0.0000 0.0000
N5 10.0000 4.6000 4.3277 0 15 0.0000 5.6723 1.0000 0.0000 0.0000 0.0000
N4 10.0000 3.2000 2.8631 0 16 0.0000 7.1369 1.0000 0.0000 0.0000 0.0000
N3 10.0000 3.1000 2.0324 0 25 0.0000 7.9676 1.0000 0.0000 0.0000 0.0000
N2 10.0000 3.0500 1.9928 0 25 0.0000 8.0072 1.0000 0.0000 0.0000 0.0000
N1 10.0000 2.9300 1.8731 0 25 0.0000 8.1269 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 0.1277 0 16 0.2009 0 15 0.0154 8.9242 7.0341 .1208 .1703
5047 2.8812 1.4600 200.0000 0.4297 0 20 0.5321 0 21 0.1491 5.7634 4.7063 .3171 .5315
5114b 3.5733 1.8108 200.0000 0.0961 0 15 0.4170 0 13 0.0269 4.8226 3.1226 .1132 .6128
4342 10.3858 1.3631 200.0000 0.1319 0 16 0.1991 0 15 0.0127 9.2226 7.3298 .1132 .1490
3736 14.9983 3.6090 400.0000 0.1498 0 15 0.7449 0 8 0.0100 7.0710 5.8695 .1774 .8738
3534 5.8173 1.4765 400.0000 1.2559 0 20 0.8215 0 20 0.2159 4.3575 4.2538 .3938 .3845
3422 6.0122 1.5213 400.0000 1.2518 0 20 0.6745 0 18 0.2082 4.2538 3.6444 .3845 .6110
3130 13.5508 2.2744 300.0000 0.2264 0 15 0.4034 0 11 0.0167 7.5255 5.8695 .0851 .5651
3024 0.4621 2.9058 450.0000 0.4518 0 47 2.9591 0 47 0.9777 5.8695 4.1989 3.710 2.975
3036 6.7857 1.4251 400.0000 0.8815 0 19 0.3271 0 19 0.1299 5.8695 5.8631 .6238 .8577
2827 15.5945 3.7524 400.0000 0.2605 0 15 1.0777 0 15 0.0167 8.3852 6.7847 .2131 .2117
2726 18.5574 3.1124 300.0000 0.4875 0 15 0.2161 0 7 0.0263 6.7335 6.7318 .1118 .7726
2629 2.4524 0.5150 400.0000 0.4832 0 16 0.3841 0 16 0.1970 6.7318 6.5502 .5795 .3756
2930 11.6053 2.4373 400.0000 0.8647 0 16 1.0012 0 12 0.0745 6.5502 5.8695 .3756 .6238
2725 0.2218 2.0080 375.0000 0.2607 0 8 2.4162 0 7 1.1756 6.7335 5.7133 3.689 2.248
2524 0.2779 2.5163 375.0000 0.2532 0 8 2.4501 0 8 0.9109 5.7133 4.1989 2.248 3.570
2422 0.8401 2.9711 600.0000 0.6545 0 9 2.3058 0 9 0.7792 4.1986 3.6444 2.681 2.974
L575 4.4056 1.1111 300.0000 0.4662 0 16 0.5348 0 16 0.1058 4.8382 3.6444 .4605 .8147
2117 10.3655 2.0976 500.0000 0.2335 0 13 0.4903 0 12 0.0225 3.1634 3.1632 .3267 .4264
1714B 8.1188 0.9553 500.0000 1.7985 0 22 0.4662 0 22 0.2215 3.1632 3.1226 .6264 .6451
1716 3.1532 3.6415 1050.000 2.0659 0 15 2.3787 0 15 0.6552 3.1632 3.1652 1.345 1.728
1615 0.7725 1.7486 750.0000 1.2171 0 15 2.7385 0 15 1.5756 3.1648 2.4990 2.433 1.718
1614A 0.7872 1.7819 750.0000 0.8509 0 14 1.9186 0 14 1.0809 3.1648 2.9011 2.019 1.734
4514B 28.0567 3.5017 450.0000 0.9660 0 20 0.9805 0 12 0.0344 3.6616 3.1226 .3590 .6057
4515 0.1942 2.7467 300.0000 0.1739 0 56 2.4316 0 57 0.8958 3.6616 2.4990 3.871 4.296
1502 0.6052 1.1322 825.0000 1.3669 0 15 2.7049 0 13 2.2584 2.4990 1.9928 1.562 1.142
14A13 16.6072 0.8411 1700.000 -3.4063 0 22 -0.6025 0 22 -0.2051 2.9011 2.6996 .6124 .6468
1312 15.7543 0.6101 1400.000 3.4023 0 22 0.5477 0 20 0.2160 2.6996 2.5526 .5997 .6233
1211 22.0747 0.6694 1700.000 3.2818 0 24 0.3599 0 23 0.1487 2.5526 2.3579 .5133 .5988
1103 34.9730 0.7240 2000.000 3.6038 0 25 0.4237 0 25 0.1030 2.3579 2.0324 .5090 .4662
0912 7.4604 1.8954 400.0000 0.0842 0 16 0.0602 0 15 0.0113 3.5265 2.5526 .0661 1.381 *
0908 0.1628 1.4741 375.0000 0.1341 0 11 1.2012 0 11 0.8237 3.5265 3.0522 2.737 2.806
0811 6.0914 1.5476 400.0000 0.2124 0 15 0.4116 0 15 0.0349 3.0522 2.3579 .1306 .8948
0804 0.2208 1.3886 450.0000 0.2398 0 10 1.4984 0 10 1.0858 3.0522 2.8631 2.338 2.584
0201 142.3584 2.9703 2000.000 6.0021 0 25 1.3660 0 48 0.0422 1.9928 1.8731 .4714 .4716
5248 8.1651 1.4277 200.0000 0.2284 0 21 0.3444 0 21 0.0280 7.0341 4.8263 .1703 .1315
4845 2.5500 1.2922 200.0000 0.3302 0 20 0.3219 0 15 0.1295 4.6583 3.6616 .2913 .8078
4250 11.5986 1.2184 200.0000 0.2893 0 18 0.1754 0 15 0.0249 7.3298 5.7634 .1490 .3171
5338 8.7547 1.3127 200.0000 0.1416 0 16 0.1175 0 0 0.0162 8.5246 6.0977 .1232 .4884
3851 5.0145 1.3130 200.0000 0.0000 0 0 0.0000 0 0 0.0000 6.0977 4.8226 .0000 .0000
4746o 17.3588 2.8540 400.0000 0.4192 0 20 0.9965 0 20 0.0241 4.7063 4.1167 .2658 .2918
4746u 0.1498 2.1194 300.0000 0.1018 0 14 1.4301 0 7 0.6798 4.7063 4.1167 3.687 3.722
4645o 15.8729 2.3953 400.0000 0.4218 0 20 0.5971 0 16 0.0266 4.1167 3.6616 .2918 .4039
4645u 0.1105 1.5637 300.0000 0.0989 0 15 1.3761 0 15 0.8952 4.1167 3.6616 3.722 3.871
3836o 9.9729 2.0945 400.0000 0.2226 0 23 0.1276 0 24 0.0223 6.0977 5.8631 .2442 .8577
3635o 35.6736 2.3986 400.0000 1.2177 0 20 0.6243 0 20 0.0341 5.8631 5.2880 .2327 .2199
2217o 14.0423 2.7133 500.0000 1.2095 0 21 1.0369 0 38 0.0861 3.6444 3.1917 .4888 .4835
2217u 0.6241 1.4127 750.0000 1.0063 0 45 2.2659 0 45 1.6123 3.6444 3.1632 2.379 1.884
2019o 11.6942 3.9474 300.0000 0.2570 0 15 0.7516 0 13 0.0220 7.0299 6.0739 .0997 .2463
2019u 0.6375 4.0085 450.0000 0.4139 0 26 2.5861 0 26 0.6492 7.0299 6.0739 2.288 3.497
1918o 18.5045 3.0423 400.0000 0.1687 0 20 0.1664 0 17 0.0091 6.0739 3.2391 .1848 .5977
1918u 0.9440 3.3387 600.0000 0.8509 0 16 2.9826 0 16 0.9014 6.0739 3.2391 2.623 2.231
1817o 9.1593 1.0777 500.0000 0.9769 0 21 0.5803 0 17 0.1067 3.2391 3.1632 .4782 .4264
1817u 0.5070 1.7932 600.0000 0.6055 0 10 2.1327 0 10 1.1942 3.2391 3.1632 2.231 2.355
1009o 8.3091 2.9949 300.0000 0.0445 0 15 0.3848 0 15 0.0054 4.6177 3.5265 .0591 .0882
1009u 0.2415 2.1864 375.0000 0.1841 0 14 1.6489 0 14 0.7624 4.6177 3.5265 2.714 2.737
0706o 7.2322 2.6020 300.0000 0.1211 0 15 0.3855 0 13 0.0167 5.0355 4.5694 .1184 .2314
0706u 0.1248 1.7661 300.0000 0.0878 0 9 1.2284 0 7 0.7034 5.0355 4.5694 3.451 3.564
0604o 9.6606 3.5641 300.0000 0.5180 0 16 1.1207 0 16 0.0536 4.5694 2.8692 .2314 .2305
0604u 0.3116 2.8210 375.0000 0.3050 0 39 2.7415 0 39 0.9791 4.5694 2.8631 2.851 3.101
0504o 8.6316 3.1473 300.0000 0.0958 0 15 0.5079 0 13 0.0111 4.3277 2.8631 .0925 .2103
0504u 0.1541 2.1802 300.0000 0.1346 0 11 1.8798 0 11 0.8736 4.3277 2.8631 3.425 3.877
0403o 9.0589 2.2976 400.0000 0.3858 0 16 0.6678 0 16 0.0426 2.8631 2.0538 .1577 .1345
0403u 1.9283 4.3647 750.0000 1.1893 0 13 2.8709 0 12 0.6168 2.8631 2.0324 1.550 1.243
0302o 2.9365 0.3241 300.0000 2.9377 0 25 0.6636 0 22 1.0004 2.0324 1.9928 .7079 .6092
0302u 3.2556 3.6173 600.0000 0.7568 0 42 0.8396 0 42 0.2325 2.0324 1.9928 1.554 1.571
14a14bo 75.9084 3.3944 500.0000 2.7146 0 22 0.4016 0 15 0.0358 3.1226 2.9011 .2651 .8023
14a14bu 0.1368 1.9347 300.0000 0.1432 0 52 2.0015 0 52 1.0474 3.1226 2.9011 4.408 4.337
FREE # 1 Undefnd Undefnd Undefn 6.0203 0 25
*==================================================*
| 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 0.0198 0.6887 0.0054
5047 3.7222 37.5139 0.0000 318.7639 0.0814 0.8124 0.0448
5114b 4.7083 32.1389 0.0000 323.1528 0.0642 0.6437 0.0103
4342 0.1667 359.8333 0.0000 0.0000 0.0169 0.6746 0.0051
3736 0.1667 50.9667 0.0000 308.8667 0.1189 1.6136 0.0387
3534 4.1667 355.8333 0.0000 0.0000 0.1512 1.5291 0.1277
3422 4.1667 34.1111 0.0000 321.7222 0.1867 1.9077 0.1301
3130 0.1667 46.5556 0.0000 313.2778 0.0876 1.7612 0.0123
3024 0.1667 39.0942 0.0000 320.7391 0.1303 0.1639 3.4141
3036 7.4722 47.2292 305.2986 0.0000 0.1509 2.7013 0.0968
2827 0.1667 0.0000 0.0000 359.8333 0.0418 0.2418 0.0915
2726 326.8889 33.1111 0.0000 0.0000 0.1198 2.4228 0.0265
2629 0.2500 359.7500 0.0000 0.0000 0.1017 1.2580 0.0733
2930 0.2500 46.6250 0.0000 313.1250 0.1012 1.2652 0.1450
2725 0.1667 359.8333 0.0000 0.0000 0.1097 0.1139 2.1384
2524 0.1667 51.6250 0.0000 308.2083 0.1118 0.1146 2.0864
2422 0.1667 359.8333 0.0000 0.0000 0.1744 0.2906 3.4441
L575 0.1667 30.6111 0.0000 329.2222 0.0951 1.6236 0.0709
2117 2.6944 32.3056 0.0000 325.0000 0.1794 1.8266 0.0240
1714B 317.4722 33.7500 8.7778 0.0000 0.1646 3.8598 0.1481
1716 0.1667 356.6667 0.0000 3.1667 0.2938 0.8902 3.6174
1615 0.1667 359.8333 0.0000 0.0000 0.2281 0.4522 4.0334
1614A 4.5417 58.8750 296.5833 0.0000 0.2280 0.4615 2.3259
4514B 308.5694 40.3368 0.0000 11.0938 0.0958 2.1301 0.0987
4515 0.1667 359.8333 0.0000 0.0000 0.0839 0.0728 2.4964
1502 0.1667 359.8333 0.0000 0.0000 0.2356 0.5472 2.6131
14A13 99.1667 260.8333 0.0000 0.0000 0.3720 5.6545 0.6448
1312 99.0833 260.9167 0.0000 0.0000 0.3210 6.5337 0.4542
1211 6.7083 353.2917 0.0000 0.0000 0.4707 9.1770 0.3384
1103 0.1667 359.8333 0.0000 0.0000 0.3478 8.5053 0.4127
0912 345.6806 14.3194 0.0000 0.0000 0.1803 1.9015 0.0094
0908 0.1667 359.8333 0.0000 0.0000 0.1049 0.1137 1.2277
0811 336.9792 19.0000 0.0000 4.0208 0.1680 1.7560 0.0217
0804 0.1667 359.8333 0.0000 0.0000 0.1280 0.1643 1.3236
0201 0.1667 359.8333 0.0000 0.0000 0.3533 7.1731 0.8724
5248 0.1667 0.0000 0.0000 359.8333 0.0223 0.6645 0.0103
4845 4.3333 51.2639 0.0000 304.4028 0.1023 1.0308 0.0352
4250 0.2500 356.2778 0.0000 3.4722 0.0358 1.7842 0.0076
5338 0.1667 356.1944 0.0000 3.6389 0.0477 1.6680 0.0052
3851 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
4746o 322.0972 34.7917 0.0000 3.1111 0.0551 0.4214 0.1109
4746u 0.1667 359.8333 0.0000 0.0000 0.0840 0.0729 1.5644
4645o 321.4514 38.5486 0.0000 0.0000 0.0565 0.7378 0.0796
4645u 0.1667 359.8333 0.0000 0.0000 0.0839 0.0728 1.5499
3836o 3.7778 356.2222 0.0000 0.0000 0.1075 1.8039 0.0276
3635o 320.4167 0.0000 0.0000 39.5833 0.0467 1.9505 0.0565
2217o 325.7500 3.2500 0.0000 31.0000 0.0878 1.3264 0.2217
2217u 0.1667 359.8333 0.0000 0.0000 0.2134 0.4523 3.4221
2019o 345.7292 11.1944 0.0000 3.0764 0.0491 0.4876 0.0273
2019u 0.1667 359.8333 0.0000 0.0000 0.1351 0.1658 2.5317
1918o 347.3611 12.6389 0.0000 0.0000 0.0636 1.0633 0.0251
1918u 0.1667 359.8333 0.0000 0.0000 0.1679 0.2912 4.3331
1817o 324.1667 22.7222 0.0000 13.1111 0.0945 1.8835 0.1176
1817u 0.1667 359.8333 0.0000 0.0000 0.1824 0.2962 2.1477
1009o 350.7778 9.2222 0.0000 0.0000 0.0192 0.1176 0.0082
1009u 0.1667 359.8333 0.0000 0.0000 0.1054 0.1139 1.6832
0706o 334.1944 25.8056 0.0000 0.0000 0.0418 0.3209 0.0197
0706u 0.1667 359.8333 0.0000 0.0000 0.0902 0.0727 1.2510
0604o 329.1597 0.0000 0.0000 30.8403 0.0554 0.4623 0.0776
0604u 0.1667 359.8333 0.0000 0.0000 0.1049 0.1135 2.6868
0504o 346.3889 11.8056 0.0000 1.8056 0.0362 0.2680 0.0162
0504u 0.1667 359.8333 0.0000 0.0000 0.0839 0.0730 1.8606
0403o 347.2465 1.8889 0.0000 10.8646 0.0582 0.5777 0.0390
0403u 0.1667 359.8333 0.0000 0.0000 0.2217 0.4621 2.5100
0302o 328.8333 17.3611 0.0000 13.8056 0.1351 4.4951 0.1291
0302u 0.1667 359.8333 0.0000 0.0000 0.3111 0.9868 0.6722
14a14bo 325.6667 33.2222 0.0000 1.1111 0.1688 9.0162 0.0804
14a14bu 4.7083 355.2917 0.0000 0.0000 0.0839 0.0727 1.8989
*===========================================*
| 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 0.0093 199.8457 0.0003 0.9990 0.1802 0.0053 0.1637 2.7890
5047 0.0357 770.0686 0.0011 0.9836 1.0089 0.0182 0.1804 0.0350
5114b 0.0059 127.6308 0.0003 0.9791 0.9350 0.0106 0.1060 0.0350
4342 0.0090 195.2331 0.0003 0.9990 0.2112 0.0043 0.1473 2.7890
3736 0.0096 207.1910 0.0004 0.9990 0.9013 0.0301 0.3835 1.2396
3534 0.0559 1207.9812 0.0029 0.9813 0.2517 0.0219 0.2191 0.0350
3422 0.0564 1217.4652 0.0029 0.9813 0.4594 0.0281 0.2834 0.0450
3130 0.0139 299.4887 0.0006 0.9990 0.8265 0.0192 0.3844 2.1693
3024 0.0659 1423.7420 0.0017 0.9990 1.3807 0.0556 0.0590 0.8057
3036 0.0177 383.3210 0.0034 0.9692 0.0193 0.0607 0.7773 0.0207
2827 0.0163 351.7113 0.0007 0.9990 1.2769 0.0106 0.0421 1.2396
2726 0.0183 395.3946 0.0011 0.2164 0.0574 0.0363 0.3492 0.0200
2629 0.0214 462.9117 0.0011 0.9990 0.1772 0.0240 0.1727 2.1693
2930 0.0484 1045.3214 0.0021 0.9990 0.6564 0.0268 0.2511 1.2396
2725 0.0268 579.7204 0.0008 0.9990 1.1462 0.0368 0.0333 0.8057
2524 0.0266 575.0567 0.0008 0.9986 1.5709 0.0358 0.0325 0.6609
2422 0.0928 2004.4708 0.0029 0.9990 0.8332 0.0742 0.1036 0.8057
L575 0.0248 535.9675 0.0012 0.9990 0.5340 0.0198 0.2364 2.7890
2117 0.0140 303.3667 0.0010 0.9891 0.8225 0.0266 0.2681 0.0200
1714B 0.0556 1200.1933 0.0051 0.2761 0.0270 0.0294 0.5908 0.0212
1716 0.2490 5378.8902 0.0070 0.9990 0.9851 0.1107 0.2764 See the original
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