Original source · versioned page text
e1y2hr.out
From the archive XPXtrm.zip, inside Further information re: stormwater modelling - REC17/0011. File date in the archive: 2017-10-09 20:22.
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 345.0000
N53 50.0000 50.0000 0.0000
N52 50.0000 50.0000 0.0000
N38 4.2393 10.5983 45.0000
N51 5.1988 12.9970 0.0000
N48 4.8116 12.0290 1375.0000
N50 4.1356 10.3389 55.0000
N47 8.3932 20.9831 0.0000
N46 4.5965 11.4912 0.0000
N45 1.3859 3.4648 17420.0000
N43 50.0000 50.0000 0.0000
N42 50.0000 50.0000 0.0000
N37 50.0000 50.0000 0.0000
N36 3.7963 9.4909 70.0000
N35 6.9362 17.3404 0.0000
N34 50.0000 50.0000 0.0000
N31 50.0000 50.0000 0.0000
N30 4.3669 10.9172 1005.0000
N29 50.0000 50.0000 0.0000
N28 50.0000 50.0000 0.0000
N27 4.8838 12.2096 170.0000
N26 50.0000 50.0000 0.0000
N25 43.4757 50.0000 0.0000
N24 11.0906 27.7264 0.0000
N23 50.0000 50.0000 0.0000
N22 31.1181 50.0000 0.0000
N21 3.5084 8.7709 65.0000
N20 50.0000 50.0000 0.0000
N19 50.0000 50.0000 0.0000
N18 49.6655 50.0000 0.0000
N17 50.0000 50.0000 0.0000
N16 32.9978 50.0000 0.0000
N15 25.3025 50.0000 0.0000
N14B 0.9469 2.3673 1050.0000
N14A 32.1954 50.0000 0.0000
N13 50.0000 50.0000 0.0000
N12 39.8084 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 50.0000 50.0000 0.0000
N5 50.0000 50.0000 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 13.1667 0.0003 0.0132 Normal Soln
5047 50.0000 50.0000 50.0000 0.0000 0.0076 0.0812 Normal Soln
5114b 50.0000 50.0000 50.0000 0.0000 0.0027 0.0173 Normal Soln
4342 50.0000 50.0000 50.0000 0.0000 -0.0163 0.0108 Normal Soln
3736 43.4932 43.4932 50.0000 0.0000 0.0003 0.0080 Normal Soln
3534 18.1048 18.1048 50.0000 0.0000 0.0125 0.0126 Normal Soln
3422 50.0000 50.0000 50.0000 0.0000 0.0005 0.0056 Normal Soln
3130 50.0000 50.0000 50.0000 0.0000 -0.0006 0.0120 Normal Soln
3024 9.2288 9.2288 19.7996 0.0000 0.0016 1.8120 Normal Soln
3036 17.7463 17.7463 50.0000 0.0000 -0.0004 0.0288 Normal Soln
2827 37.8180 37.8180 50.0000 0.0000 0.0006 0.0136 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 -0.0001 0.0045 Normal Soln
2930 37.0605 37.0605 50.0000 0.0000 0.0009 0.0264 Normal Soln
2725 5.8035 5.8035 14.2439 0.0000 0.0016 2.5185 Normal Soln
2524 19.1607 19.1607 32.6095 0.0000 0.0013 1.9450 Normal Soln
2422 8.1658 8.1658 19.1959 0.0000 0.0050 1.6911 Normal Soln
L575 50.0000 50.0000 50.0000 0.0000 0.0009 0.0667 Normal Soln
2117 12.2366 12.2366 31.4513 0.0000 0.0146 0.0853 Normal Soln
1714B 38.1013 38.1013 50.0000 0.0000 0.0002 0.0045 Normal Soln
1716 5.6110 5.6110 14.7911 0.0000 0.0064 0.9119 Normal Soln
1615 5.0847 5.0847 13.6522 0.0000 0.0052 2.6149 Normal Soln
1614A 2.7859 2.7859 13.3530 0.0000 0.0028 1.4035 Normal Soln
4514B 16.7473 16.7473 28.1399 0.0000 0.0012 0.0096 Normal Soln
4515 5.6681 5.6681 12.9859 0.0000 -0.0194 2.1510 Normal Soln
1502 16.9744 16.9744 37.9888 0.0000 0.0053 3.8419 Normal Soln
14A13 4.8054 4.8054 32.1920 0.0000 -0.0042 0.0698 Normal Soln
1312 8.0705 8.0705 43.4150 0.0000 0.0059 0.0668 Normal Soln
1211 24.1388 24.1388 50.0000 0.0000 0.0034 0.0435 Normal Soln
1103 17.2738 17.2738 50.0000 0.0000 0.0020 0.0300 Normal Soln
0912 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
0908 17.9808 17.9808 50.0000 0.0000 0.0005 1.1447 Normal Soln
0811 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
0804 16.4178 16.4178 50.0000 0.0000 0.0011 1.5249 Normal Soln
0201 3.2579 3.2579 7.8747 318.5000 0.0086 0.0309 Normal Soln
5248 50.0000 50.0000 50.0000 0.0000 0.0005 0.0163 Normal Soln
4845 50.0000 50.0000 50.0000 0.0000 0.0014 0.0757 Normal Soln
4250 50.0000 50.0000 50.0000 0.0000 0.0008 0.0135 Normal Soln
5338 50.0000 50.0000 50.0000 0.0000 0.0008 0.0089 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 6.1126 6.1126 17.8736 0.0000 0.0011 1.3133 Normal Soln
4645o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
4645u 7.5467 7.5467 29.0222 0.0000 0.0033 2.0044 Normal Soln
3836o 41.4101 41.4101 50.0000 0.0000 0.0008 0.0115 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 7.4697 7.4697 18.0337 0.0000 0.0036 2.7819 Normal Soln
2019o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
2019u 7.8752 7.8752 13.3308 0.0000 -0.0031 0.6339 Normal Soln
1918o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
1918u 26.3876 26.3876 50.0000 0.0000 0.0023 0.8387 Normal Soln
1817o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
1817u 5.5140 5.5140 13.1320 0.0000 0.0017 1.9139 Normal Soln
1009o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
1009u 17.4260 17.4260 31.9260 0.0000 0.0005 0.8072 Normal Soln
0706o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
0706u 10.7355 10.7355 26.0780 0.0000 0.0006 1.3696 Normal Soln
0604o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
0604u 12.5006 12.5006 23.2670 0.0000 0.0019 1.9209 Normal Soln
0504o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
0504u 18.0022 18.0022 45.1612 0.0000 0.0006 1.1916 Normal Soln
0403o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
0403u 4.7427 4.7427 9.4915 0.0000 0.0028 0.7372 Normal Soln
0302o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
0302u 3.7647 3.7647 21.7415 0.0000 0.0017 0.2646 Normal Soln
14a14bo 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
14a14bu 1.9226 1.9226 5.1082 28.3333 -0.0061 2.4124 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...................................4515
*==================================================*
| 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/ 1.01 / 6.01/ 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/ 0.02 / 4.22/
N29/ 0.01 / 6.41/ 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/ 0.03 / 1.89/ 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/ 0.04 / 1.25/
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/ 0.03 / 3534/ 0.00 /
3422/ 0.00 / 3130/ 0.01 / 3024/ 0.55 /
3036/ 0.00 / 2827/ 0.03 / 2726/ 0.00 /
2629/ 0.03 / 2930/ 0.09 / 2725/ 0.17 /
2524/ 0.21 / 2422/ 0.30 / L575/ 0.02 /
2117/ 0.01 / 1714B/ 0.00 / 1716/ 0.41 /
1615/ 0.23 / 1614A/ 0.00 / 4514B/ 0.00 /
4515/ 0.06 / 1502/ 0.25 / 14A13/ 0.00 /
1312/ 0.00 / 1211/ 0.00 / 1103/ 0.01 /
0912/ 0.00 / 0908/ 0.08 / 0811/ 0.00 /
0804/ 0.07 / 0201/ 0.11 / 5248/ 0.02 /
4845/ 0.02 / 4250/ 0.01 / 5338/ 0.00 /
3851/ 0.00 / 4746o/ 0.00 / 4746u/ 0.20 /
4645o/ 0.00 / 4645u/ 0.12 / 3836o/ 0.00 /
3635o/ 0.00 / 2217o/ 0.00 / 2217u/ 0.26 /
2019o/ 0.00 / 2019u/ 0.34 / 1918o/ 0.00 /
1918u/ 0.23 / 1817o/ 0.00 / 1817u/ 0.19 /
1009o/ 0.00 / 1009u/ 0.11 / 0706o/ 0.00 /
0706u/ 0.07 / 0604o/ 0.00 / 0604u/ 0.25 /
0504o/ 0.00 / 0504u/ 0.06 / 0403o/ 0.00 /
0403u/ 0.31 / 0302o/ 0.00 / 0302u/ 0.01 /
14a14bo/ 0.00 / 14a14bu/ 0.00 /
Conduit/ Width
5453/ 0.51 / 5047/ 0.31 / 5114b/ 0.07 /
4342/ 0.34 / 3736/ 0.02 / 3534/ 0.01 /
3422/ 0.01 / 3130/ 0.08 / 3024/ 0.18 /
3036/ 3.40 / 2827/ 0.03 / 2726/ 0.00 /
2629/ 0.51 / 2930/ 0.23 / 2725/ 0.15 /
2524/ 0.15 / 2422/ 0.24 / L575/ 0.06 /
2117/ 0.04 / 1714B/ 1.61 / 1716/ 0.41 /
1615/ 0.31 / 1614A/ 0.33 / 4514B/ 0.05 /
4515/ 0.15 / 1502/ 0.33 / 14A13/ 0.18 /
1312/ 0.00 / 1211/ 0.04 / 1103/ 0.13 /
0912/ 0.08 / 0908/ 0.15 / 0811/ 0.00 /
0804/ 0.18 / 0201/ 0.36 / 5248/ 0.44 /
4845/ 0.31 / 4250/ 0.47 / 5338/ 2.99 /
3851/ 0.04 / 4746o/ 0.00 / 4746u/ 0.12 /
4645o/ 0.01 / 4645u/ 0.12 / 3836o/ 3.44 /
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/ 1.01 / 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/ 0.01 / N28/ 0.00 / N27/ 1.35 /
N26/ 0.01 / N25/ 0.01 / N24/ 0.30 /
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/ 3.99 / 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/ 5.78 /
N29/ 3.59 / N28/ 1.70 / N27/ 4.65 /
N26/ 3.49 / N25/ 5.13 / N24/ 7.40 /
N23/ 5.30 / N22/ 8.11 / N21/ 7.00 /
N20/ 4.00 / N19/ 5.50 / N18/ 8.09 /
N17/ 8.24 / N16/ 8.64 / N15/ 8.75 /
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/ 0.01 / N53/ 0.02 / N52/ 0.02 /
N38/ 1.06 / N51/ 1.01 / N48/ 1.03 /
N50/ 1.03 / N47/ 0.68 / N46/ 0.89 /
N45/ 1.07 / N43/ 0.01 / N42/ 0.02 /
N37/ 0.05 / N36/ 1.23 / N35/ 1.02 /
N34/ 0.02 / N31/ 0.01 / N30/ 0.89 /
N29/ 0.07 / N28/ 0.05 / N27/ 0.96 /
N26/ 0.04 / N25/ 0.30 / N24/ 0.55 /
N23/ 0.09 / N22/ 0.77 / N21/ 1.03 /
N20/ 0.20 / N19/ 0.25 / N18/ 0.55 /
N17/ 0.47 / N16/ 1.13 / N15/ 0.88 /
N14B/ 1.10 / N14A/ 0.78 / N13/ 0.44 /
N12/ 0.47 / N11/ 0.48 / N10/ 0.16 /
N9/ 0.17 / N8/ 0.34 / N7/ 0.19 /
N6/ 0.29 / N5/ 0.14 / N4/ 0.45 /
N3/ 0.47 / N2/ 0.49 / N1/ 0.49 /
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/ 0.13 / 5047/ 0.11 / 5114b/ 0.03 /
4342/ 0.08 / 3736/ 0.01 / 3534/ 0.00 /
3422/ 0.01 / 3130/ 0.05 / 3024/ 0.09 /
3036/ 3.07 / 2827/ 0.01 / 2726/ 0.03 /
2629/ 0.18 / 2930/ 0.09 / 2725/ 0.01 /
2524/ 0.02 / 2422/ 0.13 / L575/ 0.02 /
2117/ 0.01 / 1714B/ 0.00 / 1716/ 0.10 /
1615/ 0.17 / 1614A/ 0.06 / 4514B/ 0.00 /
4515/ 0.08 / 1502/ 0.62 / 14A13/ 0.07 /
1312/ 0.00 / 1211/ 0.05 / 1103/ 0.23 /
0912/ 0.00 / 0908/ 0.01 / 0811/ 0.00 /
0804/ 0.02 / 0201/ 0.19 / 5248/ 0.10 /
4845/ 0.15 / 4250/ 0.11 / 5338/ 0.93 /
3851/ 0.01 / 4746o/ 0.00 / 4746u/ 0.01 /
4645o/ 0.00 / 4645u/ 0.02 / 3836o/ 6.84 /
3635o/ 0.00 / 2217o/ 0.00 / 2217u/ 0.14 /
2019o/ 0.00 / 2019u/ 0.02 / 1918o/ 0.00 /
1918u/ 0.12 / 1817o/ 0.00 / 1817u/ 0.04 /
1009o/ 0.00 / 1009u/ 0.01 / 0706o/ 0.00 /
0706u/ 0.01 / 0604o/ 0.00 / 0604u/ 0.02 /
0504o/ 0.00 / 0504u/ 0.01 / 0403o/ 0.00 /
0403u/ 0.01 / 0302o/ 0.00 / 0302u/ 0.40 /
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/ 0.01 / 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/ 4.22/ 2.87/
3036/ 5.63/ 5.62 2827/ 8.30/ 6.70 2726/ 6.51/ 6.51/
2629/ 6.51/ 6.41 2930/ 6.41/ 5.62 2725/ 5.35/ 4.87/
2524/ 4.87/ 2.86 2422/ 2.60/ 1.89 L575/ 4.70/ 3.40/
2117/ 3.00/ 2.95 1714B/ 1.80/ 1.80 1716/ 1.76/ 1.36/
1615/ 1.36/ 1.25 1614A/ 1.65/ 1.65 4514B/ 1.80/ 1.80/
4515/ 2.50/ 1.25 1502/ 1.25/ 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/ 6.01/
3851/ 6.01/ 4.80 4746o/ 3.00/ 3.00 4746u/ 3.60/ 3.00/
4645o/ 2.50/ 2.50 4645u/ 3.00/ 2.50 3836o/ 6.01/ 5.62/
3635o/ 4.20/ 4.20 2217o/ 1.76/ 1.76 2217u/ 1.89/ 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........ 7456
Total number of time steps during simulation.... 5741
Ratio of actual # of time steps / NTCYC......... 1.329
Average number of iterations per time step...... 1.299
Average time step size(seconds)................ 3.762
Smallest time step size(seconds)................ 0.833
Largest time step size(seconds)................ 5.000
Average minimum Conduit Courant time step (sec). 4.652
Average minimum implicit time step (sec)........ 2.190
Average minimum junction time step (sec)........ 2.190
Average Courant Factor Tf....................... 2.190
Number of times omega reduced................... 8
*=========================================================*
| 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 5763 0 7 0 0 0
N53 0 1.00 5742 0 2 0 0 0
N52 0 1.01 5812 0 6 0 0 0
N38 0 1.00 5754 1 14 1 0 0
N51 0 1.00 5767 1 9 0 0 0
N48 0 1.03 5905 1 17 1 0 0
N50 0 1.03 5933 0 7 0 0 0
N47 0 1.05 6051 0 7 0 0 0
N46 0 1.07 6144 0 5 0 0 0
N45 0 1.21 6959 1 8 0 0 0
N43 0 1.01 5819 0 5 0 0 0
N42 0 1.01 5817 0 7 0 0 0
N37 0 1.01 5792 0 4 0 0 0
N36 0 1.06 6090 0 9 0 0 0
N35 0 1.01 5825 0 23 1 0 0
N34 0 1.02 5830 0 7 0 0 0
N31 0 1.03 5921 0 6 0 0 0
N30 0 1.16 6652 0 7 0 0 0
N29 0 1.09 6263 0 5 0 0 0
N28 0 1.05 6044 0 4 0 0 0
N27 0 1.15 6574 0 6 0 0 0
N26 0 1.00 5741 0 1 0 0 0
N25 0 1.20 6877 0 6 0 0 0
N24 0 1.29 7401 0 6 0 0 0
N23 0 1.11 6345 0 6 0 0 0
N22 0 1.25 7190 0 7 0 0 0
N21 0 1.71 9811 0 5 0 0 0
N20 0 1.08 6184 0 7 0 0 0
N19 0 1.19 6828 0 6 0 0 0
N18 0 1.16 6682 0 5 0 0 0
N17 0 1.58 9073 0 20 1 0 0
N16 0 1.54 8864 1 13 3 0 0
N15 0 1.27 7269 0 6 0 0 0
N14B 0 1.17 6734 0 14 1 0 0
N14A 0 1.54 8855 1 13 10 0 0
N13 0 1.41 8107 0 6 0 0 0
N12 0 1.30 7454 0 6 0 0 0
N11 0 1.30 7475 0 6 0 0 0
N10 0 1.04 5965 0 4 0 0 0
N9 0 1.08 6199 0 4 0 0 0
N8 0 1.09 6274 0 4 0 0 0
N7 0 1.03 5921 0 4 0 0 0
N6 0 1.18 6772 0 5 0 0 0
N5 0 1.05 6031 0 4 0 0 0
N4 0 1.24 7120 1 9 0 0 0
N3 0 1.50 8614 1 9 0 0 0
N2 0 1.43 8214 0 6 0 0 0
N1 0 1.45 8341 0 8 0 0 0
Total number of iterations for all junctions.. 322798
Minimum number of possible iterations......... 275568
Efficiency of the simulation.................. 1.17
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 8.9148 0 42 0.0000 1.0852 1.0000 0.0000 0.0000 0.0000
N53 10.0000 8.7000 8.5158 0 40 0.0000 1.4842 1.0000 0.0000 0.0000 0.0000
N52 10.0000 7.2000 7.0205 0 44 0.0000 2.9795 1.0000 0.0000 0.0000 0.0000
N38 10.0000 6.4000 6.0571 0 49 0.0000 3.9429 1.0000 0.0000 0.0000 0.0000
N51 10.0000 5.0000 4.8116 0 37 0.0000 5.1884 1.0000 0.0000 0.0000 0.0000
N48 10.0000 5.0000 4.6266 0 40 0.0000 5.3734 1.0000 0.0000 0.0000 0.0000
N50 10.0000 5.9000 5.7321 0 45 0.0000 4.2679 1.0000 0.0000 0.0000 0.0000
N47 10.0000 5.0000 4.2813 0 43 0.0000 5.7187 1.0000 0.0000 0.0000 0.0000
N46 10.0000 4.4000 3.8867 0 40 0.0000 6.1133 1.0000 0.0000 0.0000 0.0000
N45 10.0000 3.9500 3.5681 0 41 0.0000 6.4319 1.0000 0.0000 0.0000 0.0000
N43 10.0000 9.4000 9.2143 0 40 0.0000 0.7857 1.0000 0.0000 0.0000 0.0000
N42 10.0000 7.5000 7.3185 0 41 0.0000 2.6815 1.0000 0.0000 0.0000 0.0000
N37 10.0000 7.4000 7.0452 0 35 0.0000 2.9548 1.0000 0.0000 0.0000 0.0000
N36 10.0000 6.1700 5.6981 0 45 0.0000 4.3019 1.0000 0.0000 0.0000 0.0000
N35 10.0000 5.6000 4.2193 0 10 0.0000 5.7807 1.0000 0.0000 0.0000 0.0000
N34 10.0000 4.5000 4.1152 0 36 0.0000 5.8848 1.0000 0.0000 0.0000 0.0000
N31 10.0000 7.8000 7.5141 0 36 0.0000 2.4859 1.0000 0.0000 0.0000 0.0000
N30 10.0000 6.0200 5.0891 0 36 0.0000 4.9109 1.0000 0.0000 0.0000 0.0000
N29 10.0000 6.8000 6.4733 0 35 0.0000 3.5267 1.0000 0.0000 0.0000 0.0000
N28 10.0000 8.7000 8.3549 0 35 0.0000 1.6451 1.0000 0.0000 0.0000 0.0000
N27 10.0000 7.1000 6.3070 0 35 0.0000 3.6930 1.0000 0.0000 0.0000 0.0000
N26 10.0000 6.9000 6.5395 0 51 0.0000 3.4605 1.0000 0.0000 0.0000 0.0000
N25 10.0000 5.2450 5.1724 0 35 0.0000 4.8276 1.0000 0.0000 0.0000 0.0000
N24 10.0000 3.3100 3.1425 0 37 0.0000 6.8575 1.0000 0.0000 0.0000 0.0000
N23 10.0000 5.0000 4.7892 0 36 0.0000 5.2108 1.0000 0.0000 0.0000 0.0000
N22 10.0000 3.9000 2.6295 0 37 0.0000 7.3705 1.0000 0.0000 0.0000 0.0000
N21 10.0000 3.5000 3.0292 0 35 0.0000 6.9708 1.0000 0.0000 0.0000 0.0000
N20 10.0000 7.3000 6.2036 0 35 0.0000 3.7964 1.0000 0.0000 0.0000 0.0000
N19 10.0000 6.4000 4.7483 0 35 0.0000 5.2517 1.0000 0.0000 0.0000 0.0000
N18 10.0000 3.5000 2.4478 0 36 0.0000 7.5522 1.0000 0.0000 0.0000 0.0000
N17 10.0000 3.4500 2.2199 0 36 0.0000 7.7801 1.0000 0.0000 0.0000 0.0000
N16 10.0000 2.4000 2.4729 0 37 0.0729 7.5271 1.0000 0.0000 0.0000 0.0000
N15 10.0000 2.0350 2.0877 0 37 0.0527 7.9123 1.0000 0.0000 0.0000 0.0000
N14B 10.0000 3.4900 2.8989 0 45 0.0000 7.1011 1.0000 0.0000 0.0000 0.0000
N14A 10.0000 3.3000 2.3842 0 37 0.0000 7.6158 1.0000 0.0000 0.0000 0.0000
N13 10.0000 3.5600 2.3042 0 37 0.0000 7.6958 1.0000 0.0000 0.0000 0.0000
N12 10.0000 3.3800 2.1547 0 39 0.0000 7.8453 1.0000 0.0000 0.0000 0.0000
N11 10.0000 3.3400 1.8212 0 42 0.0000 8.1788 1.0000 0.0000 0.0000 0.0000
N10 10.0000 4.9000 3.7571 0 35 0.0000 6.2429 1.0000 0.0000 0.0000 0.0000
N9 10.0000 3.9000 2.6739 0 35 0.0000 7.3261 1.0000 0.0000 0.0000 0.0000
N8 10.0000 3.4000 2.3412 0 36 0.0000 7.6588 1.0000 0.0000 0.0000 0.0000
N7 10.0000 5.3000 4.1892 0 35 0.0000 5.8108 1.0000 0.0000 0.0000 0.0000
N6 10.0000 4.8000 3.7858 0 35 0.0000 6.2142 1.0000 0.0000 0.0000 0.0000
N5 10.0000 4.6000 3.4415 0 35 0.0000 6.5585 1.0000 0.0000 0.0000 0.0000
N4 10.0000 3.2000 2.1545 0 35 0.0000 7.8455 1.0000 0.0000 0.0000 0.0000
N3 10.0000 3.1000 1.5675 0 41 0.0000 8.4325 1.0000 0.0000 0.0000 0.0000
N2 10.0000 3.0500 1.5419 0 41 0.0000 8.4581 1.0000 0.0000 0.0000 0.0000
N1 10.0000 2.9300 1.4214 0 41 0.0000 8.5786 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 0.0358 0 34 0.3892 0 0 0.0043 8.9148 7.0205 .0742 .1026
5047 2.8812 1.4600 200.0000 0.1132 0 45 0.4064 0 45 0.0393 5.7321 4.6239 .1606 .1193
5114b 3.5733 1.8108 200.0000 0.0260 0 37 0.2564 0 37 0.0073 4.8116 3.0088 .0579 .0440
4342 10.3858 1.3631 200.0000 0.0340 0 40 0.4670 0 0 0.0033 9.2143 7.3185 .0716 .0924
3736 14.9983 3.6090 400.0000 0.0461 0 35 0.6761 0 35 0.0031 7.0452 5.5644 .1131 .1109
3534 5.8173 1.4765 400.0000 0.0173 0 35 0.1429 0 10 0.0030 4.2189 4.1152 .0473 .0381
3422 6.0122 1.5213 400.0000 0.0133 0 36 0.1364 0 37 0.0022 4.1152 3.4034 .0381 .0085
3130 13.5508 2.2744 300.0000 0.0652 0 36 0.2723 0 36 0.0048 7.5141 5.7096 .0471 .0320
3024 0.4621 2.9058 450.0000 0.3552 0 36 2.5758 0 36 0.7687 5.0890 3.1559 1.975 .6577
3036 6.7857 1.4251 400.0000 -0.0874 0 46 -0.1619 0 46 -0.0129 5.6866 5.6981 .1664 .4452
2827 15.5945 3.7524 400.0000 0.0804 0 35 0.8002 0 35 0.0052 8.3549 6.7539 .1372 .1348
2726 18.5574 3.1124 300.0000 0.0000 0 0 0.0000 0 0 0.0000 6.5395 6.5395 .0000 .0000
2629 2.4524 0.5150 400.0000 0.0054 0 51 0.0729 1 8 0.0022 6.5395 6.4733 .0988 .1833
2930 11.6053 2.4373 400.0000 0.1272 0 36 0.6936 0 36 0.0110 6.4733 5.6925 .1833 .1814
2725 0.2218 2.0080 375.0000 0.2184 0 35 2.1065 0 35 0.9846 6.3068 5.1724 2.551 .8064
2524 0.2779 2.5163 375.0000 0.2160 0 36 2.4538 0 35 0.7773 5.1724 3.1425 .8064 .7533
2422 0.8401 2.9711 600.0000 0.5621 0 37 2.0317 0 37 0.6692 3.1425 2.6295 .9208 1.282
L575 4.4056 1.1111 300.0000 0.1179 0 36 0.3790 0 36 0.0268 4.7892 3.4646 .2973 .2153
2117 10.3655 2.0976 500.0000 0.0740 0 35 0.3180 0 35 0.0071 3.0292 2.9671 .0585 .0341
1714B 8.1188 0.9553 500.0000 -0.0185 0 45 -0.1067 0 45 -0.0023 2.8844 2.8989 .0687 .1977
1716 3.1532 3.6415 1050.000 1.2340 0 37 2.0283 0 37 0.3914 2.2199 2.4729 .4476 1.069
1615 0.7725 1.7486 750.0000 0.8935 0 37 1.9777 0 37 1.1567 2.4729 2.0877 1.510 1.170
1614A 0.7872 1.7819 750.0000 0.3416 0 36 0.7489 0 36 0.4339 2.4729 2.3842 1.097 1.045
4514B 28.0567 3.5017 450.0000 0.1352 0 41 0.8529 0 41 0.0048 3.5681 2.9174 .1514 .1497
4515 0.1942 2.7467 300.0000 0.1761 1 8 2.4642 1 8 0.9072 3.5681 2.0877 3.560 2.925
1502 0.6052 1.1322 825.0000 1.0618 0 37 2.3692 0 37 1.7544 2.0877 1.5419 1.063 .5963
14A13 16.6072 0.8411 1700.000 -0.4584 0 37 -0.3106 0 37 -0.0276 2.3842 2.3042 .3084 .4142
1312 15.7543 0.6101 1400.000 0.4575 0 37 0.3225 0 35 0.0290 2.3042 2.1547 .3173 .3391
1211 22.0747 0.6694 1700.000 0.4561 0 40 0.2392 0 39 0.0207 2.1547 1.8212 .2793 .2831
1103 34.9730 0.7240 2000.000 0.5231 0 42 0.3045 0 43 0.0150 1.8212 1.5675 .2406 .2337
0912 7.4604 1.8954 400.0000 0.0000 0 0 0.0000 0 0 0.0000 2.6739 2.1547 .0000 .0000
0908 0.1628 1.4741 375.0000 0.0714 0 35 0.9861 0 32 0.4389 2.6739 2.3412 .4637 .9098
0811 6.0914 1.5476 400.0000 0.0000 0 0 0.0000 0 0 0.0000 1.8212 1.8212 .0000 .0000
0804 0.2208 1.3886 450.0000 0.1348 0 36 0.9594 0 37 0.6104 2.3412 2.1545 .7582 1.010
0201 142.3584 2.9703 2000.000 2.0734 0 41 1.2699 0 41 0.0146 1.5419 1.4214 .2460 .2457
5248 8.1651 1.4277 200.0000 0.0605 0 44 0.2737 0 0 0.0074 7.0205 4.8157 .1026 .0784
4845 2.5500 1.2922 200.0000 0.0897 0 40 0.3209 0 32 0.0352 4.6266 3.5681 .1330 .3407
4250 11.5986 1.2184 200.0000 0.0780 0 41 0.1996 0 0 0.0067 7.3185 5.7321 .0924 .1606
5338 8.7547 1.3127 200.0000 0.0382 0 40 0.4333 0 0 0.0044 8.5158 6.0571 .0791 .2857
3851 5.0145 1.3130 200.0000 0.0000 0 0 0.0000 0 0 0.0000 6.0571 4.8116 .0000 .0000
4746o 17.3588 1.9947 400.0000 0.0000 0 0 0.0000 0 0 0.0000 3.8867 3.8867 .0000 .0000
4746u 0.1498 2.1194 300.0000 0.0815 0 43 1.3987 0 24 0.5441 4.2813 3.8867 2.270 2.955
4645o 15.8729 1.6240 400.0000 0.0000 0 0 0.0000 0 0 0.0000 3.8867 3.5681 .0000 .0000
4645u 0.1105 1.5637 300.0000 0.0815 0 43 1.1371 0 43 0.7375 3.8867 3.5681 2.955 3.560
3836o 9.9729 2.0945 400.0000 0.0574 0 49 0.1121 0 51 0.0058 6.0571 5.6981 .1428 .4452
3635o 35.6736 2.3986 400.0000 0.0000 0 0 0.0000 0 0 0.0000 4.2193 4.2193 .0000 .0000
2217o 14.0423 1.9555 500.0000 0.0000 0 0 0.0000 0 0 0.0000 2.2199 2.2199 .0000 .0000
2217u 0.6241 1.4127 750.0000 0.7312 0 37 1.9409 0 37 1.1716 2.6295 2.2199 1.026 .6266
2019o 11.6942 3.9374 300.0000 0.0000 0 0 0.0000 0 0 0.0000 4.7483 4.7483 .0000 .0000
2019u 0.6375 4.0085 450.0000 0.1774 0 35 2.2504 0 38 0.2783 6.2036 4.7483 .4526 .5518
1918o 18.5045 2.3357 400.0000 0.0000 0 0 0.0000 0 0 0.0000 2.4478 2.4478 .0000 .0000
1918u 0.9440 3.3387 600.0000 0.3383 0 35 1.8660 0 35 0.3584 4.7483 2.4478 .4138 .9130
1817o 9.1593 0.8118 500.0000 0.0000 0 0 0.0000 0 0 0.0000 2.2199 2.2199 .0000 .0000
1817u 0.5070 1.7932 600.0000 0.4248 0 36 1.6754 0 35 0.8378 2.4478 2.2199 .9130 .7832
1009o 8.3091 2.4754 300.0000 0.0000 0 0 0.0000 0 0 0.0000 2.6739 2.6739 .0000 .0000
1009u 0.2415 2.1864 375.0000 0.0727 0 35 1.5661 0 35 0.3009 3.7571 2.6739 .4189 .4637
0706o 7.2322 2.1546 300.0000 0.0000 0 0 0.0000 0 0 0.0000 3.7858 3.7858 .0000 .0000
0706u 0.1248 1.7661 300.0000 0.0639 0 35 1.1504 0 33 0.5121 4.1892 3.7858 .6305 .9528
0604o 9.6606 2.8827 300.0000 0.0000 0 0 0.0000 0 0 0.0000 2.1545 2.1545 .0000 .0000
0604u 0.3116 2.8210 375.0000 0.2470 0 35 2.4498 0 35 0.7927 3.7858 2.1545 .7622 1.212
0504o 8.6316 2.5756 300.0000 0.0000 0 0 0.0000 0 0 0.0000 2.1545 2.1545 .0000 .0000
0504u 0.1541 2.1802 300.0000 0.0697 0 35 1.3950 0 35 0.4522 3.4415 2.1545 .4717 1.515
0403o 9.0589 2.2976 400.0000 0.0000 0 0 0.0000 0 0 0.0000 1.5675 1.5675 .0000 .0000
0403u 1.9283 4.3647 750.0000 0.5765 0 35 2.1073 0 35 0.2990 2.1545 1.5675 .6060 .6233
0302o 2.9365 0.4429 300.0000 0.0000 0 0 0.0000 0 0 0.0000 1.5419 1.5419 .0000 .0000
0302u 3.2556 3.6173 600.0000 0.3301 0 41 0.4599 0 41 0.1014 1.5675 1.5419 .7791 .8199
14a14bo 75.9084 3.3944 500.0000 0.0000 0 0 0.0000 0 0 0.0000 2.3842 2.3842 .0000 .0000
14a14bu 0.1368 1.9347 300.0000 0.1400 0 50 1.9577 0 50 1.0240 2.8989 2.3842 3.662 2.614
FREE # 1 Undefnd Undefnd Undefn 2.0734 0 41
*==================================================*
| 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 0.0092 0.3109 0.0023
5047 8.8750 0.0000 0.0000 351.1250 0.0283 0.2786 0.0114
5114b 11.0000 0.0000 0.0000 349.0000 0.0103 0.1012 0.0026
4342 0.1667 359.8333 0.0000 0.0000 0.0080 0.3029 0.0020
3736 0.1667 0.0000 0.0000 359.8333 0.0221 0.0681 0.0303
3534 10.3333 349.6667 0.0000 0.0000 0.0131 0.1291 0.0018
3422 10.5000 0.0000 0.0000 349.5000 0.0099 0.0972 0.0013
3130 0.1667 0.0000 0.0000 359.8333 0.0121 0.2394 0.0032
3024 0.1667 0.0000 0.0000 359.8333 0.1294 0.1379 1.5245
3036 18.6667 0.0000 341.3333 0.0000 0.0602 0.5399 0.0198
2827 0.1667 0.0000 0.0000 359.8333 0.0268 0.1005 0.0435
2726 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
2629 0.2500 359.7500 0.0000 0.0000 0.0249 0.1009 0.0033
2930 0.2500 0.0000 0.0000 359.7500 0.0359 0.1834 0.0506
2725 0.1667 359.8333 0.0000 0.0000 0.1090 0.1042 1.3203
2524 0.1667 2.9722 0.0000 356.8611 0.1131 0.0890 0.6817
2422 0.1667 359.8333 0.0000 0.0000 0.1679 0.2772 1.3401
L575 0.1667 0.0000 0.0000 359.8333 0.0390 0.3112 0.0291
2117 6.7917 0.0000 0.0000 353.2083 0.0236 0.2329 0.0074
1714B 347.1667 0.0000 12.8333 0.0000 0.0312 0.1737 0.0071
1716 0.1667 353.5833 0.0000 6.2500 0.2623 0.6085 1.6152
1615 1.8333 358.1667 0.0000 0.0000 0.2278 0.4521 1.9870
1614A 11.0833 99.0000 249.9167 0.0000 0.2281 0.4562 0.6016
4514B 320.8333 0.0000 0.0000 39.1667 0.0334 0.1585 0.0578
4515 0.1667 359.8333 0.0000 0.0000 0.0840 0.0728 2.2479
1502 0.1667 359.8333 0.0000 0.0000 0.2336 0.4488 1.6076
14A13 83.5000 276.5000 0.0000 0.0000 0.2854 1.4763 0.1907
1312 83.4167 276.5833 0.0000 0.0000 0.2089 1.5587 0.1380
1211 17.8333 342.1667 0.0000 0.0000 0.1701 1.9489 0.1106
1103 0.1667 359.8333 0.0000 0.0000 0.2965 1.7233 0.1436
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 0.0750 0.2451
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 0.1429 0.3733
0201 0.1667 359.8333 0.0000 0.0000 0.3151 1.6328 0.6244
5248 0.1667 0.0000 0.0000 359.8333 0.0101 0.2993 0.0037
4845 9.8750 38.7083 0.0000 311.4167 0.0448 0.4446 0.0095
4250 0.2500 351.1250 0.0000 8.6250 0.0155 0.7720 0.0026
5338 0.1667 351.0000 0.0000 8.8333 0.0255 0.8803 0.0016
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 0.0839 0.0729 0.8949
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 1.1110
3836o 8.9583 351.0417 0.0000 0.0000 0.0576 0.5173 0.0131
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 0.2145 0.3771 1.2011
2019o 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
2019u 0.1667 359.8333 0.0000 0.0000 0.1115 0.0789 0.5079
1918o 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
1918u 0.1667 359.8333 0.0000 0.0000 0.1531 0.1822 0.7364
1817o 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
1817u 0.1667 359.8333 0.0000 0.0000 0.1810 0.2552 0.8447
1009o 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
1009u 0.1667 359.8333 0.0000 0.0000 0.0855 0.0464 0.2579
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 0.0570 0.2659
0604o 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
0604u 0.1667 359.8333 0.0000 0.0000 0.1049 0.1009 0.9061
0504o 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
0504u 0.1667 359.8333 0.0000 0.0000 0.0734 0.0499 0.4137
0403o 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
0403u 0.1667 359.8333 0.0000 0.0000 0.2075 0.2750 0.9371
0302o 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
0302u 0.1667 359.8333 0.0000 0.0000 0.2921 0.7177 0.2206
14a14bo 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
14a14bu 11.0000 349.0000 0.0000 0.0000 0.0839 0.0727 1.6908
*===========================================*
| 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 0.0048 102.7409 0.0002 0.9990 0.1846 0.0039 0.0971 2.7975
5047 0.0181 389.9290 0.0004 0.9754 0.9584 0.0097 0.0958 0.0350
5114b 0.0032 68.1498 0.0001 0.9702 1.0798 0.0030 0.0291 0.0350
4342 0.0047 100.9381 0.0002 0.9990 0.2204 0.0033 0.0843 2.7975
3736 0.0051 110.5690 0.0002 0.9990 1.1505 0.0076 0.0161 1.2433
3534 0.0016 35.1501 0.0001 0.9714 0.2103 0.0036 0.0352 0.0350
3422 0.0016 35.2789 0.0000 0.9713 0.6496 0.0028 0.0277 0.0450
3130 0.0077 165.6691 0.0002 0.9990 1.1177 0.0034 0.0676 2.1759
3024 0.0521 1124.3963 0.0014 0.9990 1.5949 0.0603 0.0402 0.8082
3036 -0.0176 -379.9682 0.0004 0.9427 0.0000 0.0405 0.3023 0.0201
2827 0.0088 190.3766 0.0003 0.9990 1.1752 0.0093 0.0234 1.2433
2726 0.0000 0.0000 0.0000 0.0000 0.0000 0.0222 0.0052 0.0200
2629 0.0012 26.8635 0.0000 0.9990 0.1209 0.0127 0.0342 2.1759
2930 0.0160 345.1297 0.0006 0.9990 0.7736 0.0142 0.0476 1.2433
2725 0.0244 527.9261 0.0010 0.9990 1.2261 0.0450 0.0272 0.8082
2524 0.0245 529.2614 0.0009 0.9958 1.7528 0.0405 0.0202 0.0130
2422 0.0766 1655.5103 0.0022 0.9990 0.9883 0.0817 0.0781 0.8082
L575 0.0139 299.4607 0.0004 0.9990 0.5284 0.0141 0.0761 2.7975
2117 0.0076 165.1766 0.0015 0.9829 1.0096 0.0059 0.0580 0.0200
1714B -0.0004 -8.5087 0.0000 0.0803 0.0000 0.0024 0.0104 0.0210
1716 0.1634 3529.9982 0.0040 0.9990 1.0284 0.1146 0.1764 See the original
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