Original source · versioned page text
e2y1hr.out
From the archive XPXtrm.zip, inside Further information re: stormwater modelling - REC17/0011. File date in the archive: 2017-10-09 20:16.
was.. 1903001 0.0000 hours
Start date/time of the simulation was.. 1903001 0.0000 hours
Same date/time found in interface file and model
*===================================================*
| XP Note Field Summary |
*===================================================*
*=================================*
| Conduit Convergence Criteria |
*=================================*
Conduit Full Conduit
Name Flow Slope
----------------- ---------- ----------
5453 8.2971 0.0288
5047 2.8812 0.0234
5114b 3.5733 0.0360
4342 10.3858 0.0345
3736 14.9983 0.0296
3534 5.8173 0.0100
3422 6.0122 0.0175
3130 13.5508 0.0327
3024 0.4621 0.0263
3036 6.7857 0.0056
2827 15.5945 0.0320
2726 18.5574 0.0200
2629 2.4524 0.0022
2930 11.6053 0.0163
2725 0.2218 0.0160
2524 0.2779 0.0251
2422 0.8401 0.0187
L575 4.4056 0.0217
2117 10.3655 0.0050
1714B 8.1188 0.0018
1716 3.1532 0.0133
1615 0.7725 0.0048
1614A 0.7872 0.0050
4514B 28.0567 0.0271
4515 0.1942 0.0403
1502 0.6052 0.0018
14A13 16.6072 0.0260
1312 15.7543 0.0129
1211 22.0747 0.0092
1103 34.9730 0.0069
0912 7.4604 0.0273
0908 0.1628 0.0100
0811 6.0914 0.0182
0804 0.2208 0.0060
0201 142.3584 0.0120
5248 8.1651 0.0379
4845 2.5500 0.0183
4250 11.5986 0.0276
5338 8.7547 0.0321
3851 5.0145 0.0321
4746o 17.3588 0.0240
4746u 0.1498 0.0240
4645o 15.8729 0.0152
4645u 0.1105 0.0152
3836o 9.9729 0.0120
3635o 35.6736 0.0285
2217o 14.0423 0.0129
2217u 0.6241 0.0031
2019o 11.6942 0.0333
2019u 0.6375 0.0500
1918o 18.5045 0.0273
1918u 0.9440 0.0236
1817o 9.1593 0.0023
1817u 0.5070 0.0068
1009o 8.3091 0.0220
1009u 0.2415 0.0220
0706o 7.2322 0.0167
0706u 0.1248 0.0167
0604o 9.6606 0.0298
0604u 0.3116 0.0316
0504o 8.6316 0.0238
0504u 0.1541 0.0254
0403o 9.0589 0.0400
0403u 1.9283 0.0300
0302o 2.9365 0.0010
0302u 3.2556 0.0050
14a14bo 75.9084 0.0490
14a14bu 0.1368 0.0200
*=================================*
| Initial Model Condition |
| Initial Time = 0.00 hours |
*=================================*
Junction / Depth / Elevation ===> "*" Junction is Surcharged.
N54/ 0.00 / 8.90 N53/ 0.00 / 8.50 N52/ 0.00 / 7.00
N38/ 0.00 / 5.00 N51/ 0.00 / 3.80 N48/ 0.00 / 3.60
N50/ 0.00 / 4.70 N47/ 0.00 / 3.60 N46/ 0.00 / 3.00
N45/ 0.00 / 2.50 N43/ 0.00 / 9.20 N42/ 0.00 / 7.30
N37/ 0.00 / 7.00 N36/ 0.00 / 4.47 N35/ 0.00 / 3.20
N34/ 0.00 / 4.10 N31/ 0.00 / 7.50 N30/ 0.00 / 4.20
N29/ 0.00 / 6.40 N28/ 0.00 / 8.30 N27/ 0.00 / 5.35
N26/ 0.00 / 6.50 N25/ 0.00 / 4.87 N24/ 0.00 / 2.59
N23/ 0.00 / 4.70 N22/ 0.00 / 1.86 N21/ 0.00 / 2.00
N20/ 0.00 / 6.00 N19/ 0.00 / 4.50 N18/ 0.00 / 1.90
N17/ 0.00 / 1.75 N16/ 0.00 / 1.34 N15/ 0.00 / 1.21
N14B/ 0.00 / 1.80 N14A/ 0.05 / 1.65 N13/ 0.00 / 1.86
N12/ 0.00 / 1.68 N11/ 0.00 / 1.34 N10/ 0.00 / 3.60
N9/ 0.00 / 2.50 N8/ 0.00 / 2.00 N7/ 0.00 / 4.00
N6/ 0.00 / 3.50 N5/ 0.00 / 3.30 N4/ 0.00 / 1.70
N3/ 0.00 / 1.10 N2/ 0.00 / 1.05 N1/ 0.00 / 0.93
Conduit/ FLOW ===> "*" Conduit uses the normal flow option.
5453/ 0.00 5047/ 0.00 5114b/ 0.00
4342/ 0.00 3736/ 0.00 3534/ 0.00
3422/ 0.00 3130/ 0.00 3024/ 0.00
3036/ 0.00 2827/ 0.00 2726/ 0.00
2629/ 0.00 2930/ 0.00 2725/ 0.00
2524/ 0.00 2422/ 0.00 L575/ 0.00
2117/ 0.00 1714B/ 0.00 1716/ 0.00
1615/ 0.00 1614A/ 0.00 4514B/ 0.00
4515/ 0.00 1502/ 0.00 14A13/ 0.00
1312/ 0.00 1211/ 0.00 1103/ 0.00
0912/ 0.00 0908/ 0.00 0811/ 0.00
0804/ 0.00 0201/ 0.00 5248/ 0.00
4845/ 0.00 4250/ 0.00 5338/ 0.00
3851/ 0.00 4746o/ 0.00 4746u/ 0.00
4645o/ 0.00 4645u/ 0.00 3836o/ 0.00
3635o/ 0.00 2217o/ 0.00 2217u/ 0.00
2019o/ 0.00 2019u/ 0.00 1918o/ 0.00
1918u/ 0.00 1817o/ 0.00 1817u/ 0.00
1009o/ 0.00 1009u/ 0.00 0706o/ 0.00
0706u/ 0.00 0604o/ 0.00 0604u/ 0.00
0504o/ 0.00 0504u/ 0.00 0403o/ 0.00
0403u/ 0.00 0302o/ 0.00 0302u/ 0.00
14a14bo/ 0.00 14a14bu/ 0.00 FREE # 1/ 0.00
Conduit/ Velocity
5453/ 0.00 5047/ 0.00 5114b/ 0.00
4342/ 0.00 3736/ 0.00 3534/ 0.00
3422/ 0.00 3130/ 0.00 3024/ 0.00
3036/ 0.00 2827/ 0.00 2726/ 0.00
2629/ 0.00 2930/ 0.00 2725/ 0.00
2524/ 0.00 2422/ 0.00 L575/ 0.00
2117/ 0.00 1714B/ 0.00 1716/ 0.00
1615/ 0.00 1614A/ 0.00 4514B/ 0.00
4515/ 0.00 1502/ 0.00 14A13/ 0.00
1312/ 0.00 1211/ 0.00 1103/ 0.00
0912/ 0.00 0908/ 0.00 0811/ 0.00
0804/ 0.00 0201/ 0.00 5248/ 0.00
4845/ 0.00 4250/ 0.00 5338/ 0.00
3851/ 0.00 4746o/ 0.00 4746u/ 0.00
4645o/ 0.00 4645u/ 0.00 3836o/ 0.00
3635o/ 0.00 2217o/ 0.00 2217u/ 0.00
2019o/ 0.00 2019u/ 0.00 1918o/ 0.00
1918u/ 0.00 1817o/ 0.00 1817u/ 0.00
1009o/ 0.00 1009u/ 0.00 0706o/ 0.00
0706u/ 0.00 0604o/ 0.00 0604u/ 0.00
0504o/ 0.00 0504u/ 0.00 0403o/ 0.00
0403u/ 0.00 0302o/ 0.00 0302u/ 0.00
14a14bo/ 0.00 14a14bu/ 0.00
Conduit/ Cross Sectional Area
5453/ 0.00 5047/ 0.00 5114b/ 0.00
4342/ 0.00 3736/ 0.00 3534/ 0.00
3422/ 0.00 3130/ 0.00 3024/ 0.00
3036/ 0.00 2827/ 0.00 2726/ 0.00
2629/ 0.00 2930/ 0.00 2725/ 0.00
2524/ 0.00 2422/ 0.00 L575/ 0.00
2117/ 0.00 1714B/ 0.00 1716/ 0.00
1615/ 0.00 1614A/ 0.00 4514B/ 0.00
4515/ 0.00 1502/ 0.00 14A13/ 0.01
1312/ 0.00 1211/ 0.00 1103/ 0.00
0912/ 0.00 0908/ 0.00 0811/ 0.00
0804/ 0.00 0201/ 0.00 5248/ 0.00
4845/ 0.00 4250/ 0.00 5338/ 0.00
3851/ 0.00 4746o/ 0.00 4746u/ 0.00
4645o/ 0.00 4645u/ 0.00 3836o/ 0.00
3635o/ 0.00 2217o/ 0.00 2217u/ 0.00
2019o/ 0.00 2019u/ 0.00 1918o/ 0.00
1918u/ 0.00 1817o/ 0.00 1817u/ 0.00
1009o/ 0.00 1009u/ 0.00 0706o/ 0.00
0706u/ 0.00 0604o/ 0.00 0604u/ 0.00
0504o/ 0.00 0504u/ 0.00 0403o/ 0.00
0403u/ 0.00 0302o/ 0.00 0302u/ 0.00
14a14bo/ 0.00 14a14bu/ 0.00
Conduit/ Hydraulic Radius
5453/ 0.00 5047/ 0.00 5114b/ 0.00
4342/ 0.00 3736/ 0.00 3534/ 0.00
3422/ 0.00 3130/ 0.00 3024/ 0.00
3036/ 0.00 2827/ 0.00 2726/ 0.00
2629/ 0.00 2930/ 0.00 2725/ 0.00
2524/ 0.00 2422/ 0.00 L575/ 0.00
2117/ 0.00 1714B/ 0.00 1716/ 0.00
1615/ 0.00 1614A/ 0.03 4514B/ 0.00
4515/ 0.00 1502/ 0.00 14A13/ 0.02
1312/ 0.00 1211/ 0.00 1103/ 0.00
0912/ 0.00 0908/ 0.00 0811/ 0.00
0804/ 0.00 0201/ 0.00 5248/ 0.00
4845/ 0.00 4250/ 0.00 5338/ 0.00
3851/ 0.00 4746o/ 0.00 4746u/ 0.00
4645o/ 0.00 4645u/ 0.00 3836o/ 0.00
3635o/ 0.00 2217o/ 0.00 2217u/ 0.00
2019o/ 0.00 2019u/ 0.00 1918o/ 0.00
1918u/ 0.00 1817o/ 0.00 1817u/ 0.00
1009o/ 0.00 1009u/ 0.00 0706o/ 0.00
0706u/ 0.00 0604o/ 0.00 0604u/ 0.00
0504o/ 0.00 0504u/ 0.00 0403o/ 0.00
0403u/ 0.00 0302o/ 0.00 0302u/ 0.00
14a14bo/ 0.00 14a14bu/ 0.02
Conduit/ Upstream/ Downstream Elevation
5453/ 7.00/ 7.00 5047/ 3.60/ 3.60 5114b/ 1.80/ 1.80
4342/ 7.30/ 7.30 3736/ 4.20/ 4.20 3534/ 4.10/ 4.10
3422/ 1.86/ 1.86 3130/ 4.20/ 4.20 3024/ 2.59/ 2.59
3036/ 4.47/ 4.47 2827/ 5.35/ 5.35 2726/ 6.50/ 6.50
2629/ 6.40/ 6.40 2930/ 4.20/ 4.20 2725/ 4.87/ 4.87
2524/ 2.59/ 2.59 2422/ 1.86/ 1.86 L575/ 1.86/ 1.86
2117/ 1.75/ 1.75 1714B/ 1.80/ 1.80 1716/ 1.34/ 1.34
1615/ 1.21/ 1.21 1614A/ 1.65/ 1.65 4514B/ 1.80/ 1.80
4515/ 1.21/ 1.21 1502/ 1.05/ 1.05 14A13/ 1.86/ 1.65
1312/ 1.68/ 1.68 1211/ 1.34/ 1.34 1103/ 1.10/ 1.10
0912/ 1.68/ 1.68 0908/ 2.00/ 2.00 0811/ 1.34/ 1.34
0804/ 1.70/ 1.70 0201/ 0.93/ 0.93 5248/ 3.60/ 3.60
4845/ 2.50/ 2.50 4250/ 4.70/ 4.70 5338/ 5.00/ 5.00
3851/ 3.80/ 3.80 4746o/ 3.00/ 3.00 4746u/ 3.00/ 3.00
4645o/ 2.50/ 2.50 4645u/ 2.50/ 2.50 3836o/ 4.47/ 4.47
3635o/ 3.20/ 3.20 2217o/ 1.75/ 1.75 2217u/ 1.75/ 1.75
2019o/ 4.50/ 4.50 2019u/ 4.50/ 4.50 1918o/ 1.90/ 1.90
1918u/ 1.90/ 1.90 1817o/ 1.75/ 1.75 1817u/ 1.75/ 1.75
1009o/ 2.50/ 2.50 1009u/ 2.50/ 2.50 0706o/ 3.50/ 3.50
0706u/ 3.50/ 3.50 0604o/ 1.70/ 1.70 0604u/ 1.70/ 1.70
0504o/ 1.70/ 1.70 0504u/ 1.70/ 1.70 0403o/ 1.10/ 1.10
0403u/ 1.10/ 1.10 0302o/ 1.05/ 1.05 0302u/ 1.05/ 1.05
14a14bo/ 1.65/ 1.65 14a14bu/ 1.80/ 1.65
*===================================================*
| Table E5 - Junction Time Limitation Summary |
| (0.10 or 0.25)* Depth * Area |
| Time step = ------------------------------ |
| Sum of Flow |
*===================================================*
| The time this junction was the limiting junction |
| is listed in the third column. |
*===================================================*
Junction Time(.10) Time(.25) Time(sec)
----------------- --------- --------- ---------
N54 50.0000 50.0000 230.0000
N53 50.0000 50.0000 0.0000
N52 50.0000 50.0000 0.0000
N38 3.2566 8.1415 0.0000
N51 4.1449 10.3622 45.0000
N48 3.5864 8.9659 45.0000
N50 3.0958 7.7394 65.0000
N47 1.2420 3.1050 150.0000
N46 2.5591 6.3976 325.0000
N45 0.8750 2.1875 18105.0000
N43 50.0000 50.0000 0.0000
N42 50.0000 50.0000 0.0000
N37 50.0000 50.0000 0.0000
N36 3.0786 7.6965 35.0000
N35 4.7780 11.9451 0.0000
N34 50.0000 50.0000 0.0000
N31 50.0000 50.0000 0.0000
N30 0.2728 0.6820 385.0000
N29 50.0000 50.0000 0.0000
N28 50.0000 50.0000 0.0000
N27 3.1663 7.9157 755.0000
N26 50.0000 50.0000 0.0000
N25 3.5068 8.7670 230.0000
N24 1.8277 4.5692 5.0000
N23 50.0000 50.0000 0.0000
N22 4.8432 12.1080 0.0000
N21 3.1381 7.8452 95.0000
N20 43.9658 50.0000 0.0000
N19 21.6755 50.0000 0.0000
N18 3.9352 9.8380 25.0000
N17 11.8940 29.7349 0.0000
N16 13.0015 32.5037 0.0000
N15 21.5338 50.0000 0.0000
N14B 0.7084 1.7710 950.0000
N14A 15.2005 38.0012 0.0000
N13 50.0000 50.0000 0.0000
N12 35.4845 50.0000 0.0000
N11 50.0000 50.0000 0.0000
N10 47.1588 50.0000 0.0000
N9 9.6310 24.0776 0.0000
N8 9.2712 23.1780 0.0000
N7 1.3017 3.2543 130.0000
N6 1.0856 2.7139 25.0000
N5 28.8046 50.0000 0.0000
N4 37.5972 50.0000 0.0000
N3 50.0000 50.0000 0.0000
N2 50.0000 50.0000 0.0000
N1 50.0000 50.0000 0.0000
The junction requiring the smallest time step was...N45
*==========================================================*
| Table E5a - Conduit Explicit Condition Summary |
| Courant = Conduit Length |
| Time step = -------------------------------- |
| Velocity + sqrt(g*depth) |
| |
| Conduit Implicit Condition Summary |
| Courant = Conduit Length |
| Time step = -------------------------------- |
| Velocity |
*==========================================================*
| The 3rd column is the Explicit time step times the |
| minimum courant time step factor |
| |
| Minimum Conduit Time Step in seconds in the 4th column |
| in the list. Maximum possible is 10 * maximum time step |
| |
| The 5th column is the maximum change at any time step |
| during the simulation. The 6th column is the wobble |
| value which is an indicator of the flow stability. |
| |
| You should use this section to find those conduits that |
| are slowing your model down. Use modify conduits to |
| alter the length of the slow conduits to make your |
| simulation faster, or change the conduit name to |
| "CHME?????" where ????? are any characters, this will |
| lengthen the conduit based on the model time step, |
| not the value listed in modify conduits. |
*==========================================================*
Conduit Time(exp) Expl*Cmin Time(imp) Time(min) Max Qchange Wobble Type of Soln
-------------- --------- --------- --------- --------- ----------- ------- ------------
5453 50.0000 50.0000 50.0000 10.0000 -0.0003 0.0135 Normal Soln
5047 43.3280 43.3280 50.0000 0.0000 0.0050 0.1346 Normal Soln
5114b 50.0000 50.0000 50.0000 0.0000 -0.0007 0.0264 Normal Soln
4342 50.0000 50.0000 50.0000 0.0000 0.0004 0.0112 Normal Soln
3736 41.4726 41.4726 50.0000 0.0000 0.0007 0.0102 Normal Soln
3534 17.7056 17.7056 50.0000 0.0000 0.0017 0.0126 Normal Soln
3422 50.0000 50.0000 50.0000 0.0000 0.0003 0.0076 Normal Soln
3130 50.0000 50.0000 50.0000 0.0000 -0.0015 0.0176 Normal Soln
3024 7.5683 7.5683 17.5523 0.0000 -0.0045 2.1042 Normal Soln
3036 16.3426 16.3426 50.0000 0.0000 0.0037 0.0744 Normal Soln
2827 34.3568 34.3568 50.0000 0.0000 0.0007 0.0169 Normal Soln
2726 10.5476 10.5476 50.0000 0.0000 0.0029 0.0108 Normal Soln
2629 50.0000 50.0000 50.0000 0.0000 -0.0012 0.0467 Normal Soln
2930 32.7135 32.7135 50.0000 0.0000 0.0011 0.0395 Normal Soln
2725 5.0055 5.0055 12.7483 0.0000 -0.0021 2.5431 Normal Soln
2524 15.8995 15.8995 32.7151 0.0000 -0.0025 2.1111 Normal Soln
2422 6.8634 6.8634 17.0271 0.0000 0.0121 1.6652 Normal Soln
L575 50.0000 50.0000 50.0000 0.0000 0.0011 0.0874 Normal Soln
2117 10.8902 10.8902 26.7065 0.0000 0.0018 0.0450 Normal Soln
1714B 25.7682 25.7682 50.0000 0.0000 -0.0016 0.0421 Normal Soln
1716 5.1867 5.1867 13.8715 0.0000 -0.0090 1.0960 Normal Soln
1615 4.3707 4.3707 11.0736 0.0000 0.0078 2.8393 Normal Soln
1614A 2.1124 2.1124 7.0158 4.0000 0.0055 1.9437 Normal Soln
4514B 14.7674 14.7674 24.5028 0.0000 -0.0017 0.0198 Normal Soln
4515 5.6598 5.6598 12.8840 0.0000 -0.0031 1.9749 Normal Soln
1502 15.9321 15.9321 35.2013 0.0000 0.0094 4.1394 Normal Soln
14A13 4.5592 4.5592 26.3384 0.0000 -0.0055 0.0943 Normal Soln
1312 7.1759 7.1759 38.5964 0.0000 0.0049 0.0964 Normal Soln
1211 21.1309 21.1309 50.0000 0.0000 0.0039 0.0667 Normal Soln
1103 15.8210 15.8210 50.0000 0.0000 -0.0038 0.0491 Normal Soln
0912 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
0908 14.0458 14.0458 50.0000 0.0000 -0.0010 1.4378 Normal Soln
0811 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
0804 12.9268 12.9268 40.5783 0.0000 0.0014 1.8784 Normal Soln
0201 3.0590 3.0590 7.3210 313.0833 0.0145 0.0406 Normal Soln
5248 50.0000 50.0000 50.0000 0.0000 0.0008 0.0257 Normal Soln
4845 50.0000 50.0000 50.0000 0.0000 0.0051 0.1112 Normal Soln
4250 50.0000 50.0000 50.0000 0.0000 0.0007 0.0212 Normal Soln
5338 50.0000 50.0000 50.0000 0.0000 0.0010 0.0141 Normal Soln
3851 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
4746o 23.2770 23.2770 42.7209 0.0000 -0.0031 0.0057 Normal Soln
4746u 5.4130 5.4130 17.7128 0.0000 -0.0024 1.6800 Normal Soln
4645o 36.1165 36.1165 50.0000 0.0000 -0.0015 0.0069 Normal Soln
4645u 7.1190 7.1190 24.1320 0.0000 0.0032 2.4434 Normal Soln
3836o 39.0716 39.0716 50.0000 0.0000 0.0005 0.0155 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 6.3926 6.3926 16.3115 0.0000 0.0106 2.9951 Normal Soln
2019o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
2019u 7.1784 7.1784 12.2770 0.0000 0.0012 0.8741 Normal Soln
1918o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
1918u 19.2206 19.2206 46.6268 0.0000 -0.0951 1.2448 Normal Soln
1817o 27.4805 27.4805 50.0000 0.0000 0.0011 0.0064 Normal Soln
1817u 4.0221 4.0221 10.1645 0.0000 -0.0081 2.5201 Normal Soln
1009o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
1009u 14.1257 14.1257 30.8879 0.0000 -0.0011 0.9859 Normal Soln
0706o 50.0000 50.0000 50.0000 0.0000 -0.0005 0.0026 Normal Soln
0706u 6.8624 6.8624 24.6571 0.0000 -0.0018 1.9318 Normal Soln
0604o 50.0000 50.0000 50.0000 0.0000 -0.0015 0.0113 Normal Soln
0604u 9.6332 9.6332 20.5166 0.0000 0.0017 2.0972 Normal Soln
0504o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
0504u 15.3431 15.3431 39.3414 0.0000 0.0038 1.6639 Normal Soln
0403o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
0403u 4.1969 4.1969 8.8628 0.0000 0.0038 0.9054 Normal Soln
0302o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
0302u 3.3513 3.3513 16.7190 0.0000 0.0027 0.3681 Normal Soln
14a14bo 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
14a14bu 1.8882 1.8882 4.9914 32.9167 -0.0079 2.3790 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...................................1918u
*==================================================*
| 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/ 0.01 / 5047/ 0.01 / 5114b/ 0.01 /
4342/ 0.01 / 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/ 0.07 / 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/ 0.37 / 5047/ 0.23 / 5114b/ 0.05 /
4342/ 0.26 / 3736/ 0.02 / 3534/ 0.01 /
3422/ 0.01 / 3130/ 0.06 / 3024/ 0.18 /
3036/ 3.23 / 2827/ 0.02 / 2726/ 8.93 /
2629/ 0.46 / 2930/ 0.20 / 2725/ 0.15 /
2524/ 0.15 / 2422/ 0.24 / L575/ 0.05 /
2117/ 0.03 / 1714B/ 1.68 / 1716/ 0.41 /
1615/ 0.29 / 1614A/ 0.33 / 4514B/ 0.12 /
4515/ 0.14 / 1502/ 0.32 / 14A13/ 0.18 /
1312/ 0.00 / 1211/ 0.03 / 1103/ 0.10 /
0912/ 0.03 / 0908/ 0.15 / 0811/ 0.00 /
0804/ 0.18 / 0201/ 0.28 / 5248/ 0.32 /
4845/ 0.22 / 4250/ 0.36 / 5338/ 1.79 /
3851/ 0.03 / 4746o/ 0.01 / 4746u/ 0.12 /
4645o/ 0.03 / 4645u/ 0.12 / 3836o/ 3.27 /
3635o/ 0.00 / 2217o/ 0.00 / 2217u/ 0.29 /
2019o/ 0.00 / 2019u/ 0.18 / 1918o/ 0.04 /
1918u/ 0.24 / 1817o/ 0.07 / 1817u/ 0.24 /
1009o/ 0.00 / 1009u/ 0.15 / 0706o/ 0.06 /
0706u/ 0.12 / 0604o/ 0.11 / 0604u/ 0.15 /
0504o/ 0.00 / 0504u/ 0.12 / 0403o/ 0.00 /
0403u/ 0.29 / 0302o/ 0.00 / 0302u/ 1.50 /
14a14bo/ 0.00 / 14a14bu/ 0.17 /
Junction/ EGL
N54/ 0.00 / N53/ 0.00 / N52/ 0.00 /
N38/ 1.00 / N51/ 1.00 / N48/ 1.20 /
N50/ 1.00 / N47/ 1.00 / N46/ 0.00 /
N45/ 1.00 / N43/ 0.00 / N42/ 0.00 /
N37/ 0.00 / N36/ 1.15 / N35/ 1.00 /
N34/ 0.00 / N31/ 0.00 / N30/ 1.50 /
N29/ 0.00 / N28/ 0.00 / N27/ 1.35 /
N26/ 0.01 / N25/ 0.00 / N24/ 0.29 /
N23/ 0.00 / N22/ 1.54 / N21/ 1.00 /
N20/ 0.00 / N19/ 0.01 / N18/ 0.01 /
N17/ 1.20 / N16/ 0.02 / 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/ 0.02 /
N38/ 1.06 / N51/ 1.02 / N48/ 1.03 /
N50/ 1.04 / N47/ 1.05 / N46/ 1.05 /
N45/ 1.09 / N43/ 0.02 / N42/ 0.02 /
N37/ 0.05 / N36/ 1.26 / N35/ 1.01 /
N34/ 0.02 / N31/ 0.02 / N30/ 1.52 /
N29/ 0.09 / N28/ 0.06 / N27/ 1.36 /
N26/ 0.10 / N25/ 0.66 / N24/ 1.16 /
N23/ 0.10 / N22/ 1.24 / N21/ 1.04 /
N20/ 0.29 / N19/ 0.35 / N18/ 1.17 /
N17/ 0.93 / N16/ 1.43 / N15/ 0.98 /
N14B/ 1.18 / N14A/ 0.89 / N13/ 0.52 /
N12/ 0.53 / N11/ 0.61 / N10/ 0.19 /
N9/ 0.51 / N8/ 0.71 / N7/ 1.01 /
N6/ 1.02 / N5/ 0.24 / N4/ 0.64 /
N3/ 0.57 / N2/ 0.58 / N1/ 0.58 /
Junction/Total Fldng
N54/ 0.00 / N53/ 0.00 / N52/ 0.00 /
N38/ 0.00 / N51/ 0.00 / N48/ 0.00 /
N50/ 0.00 / N47/ 0.00 / N46/ 0.00 /
N45/ 0.00 / N43/ 0.00 / N42/ 0.00 /
N37/ 0.00 / N36/ 0.00 / N35/ 0.00 /
N34/ 0.00 / N31/ 0.00 / N30/ 0.00 /
N29/ 0.00 / N28/ 0.00 / N27/ 0.00 /
N26/ 0.00 / N25/ 0.00 / N24/ 0.00 /
N23/ 0.00 / N22/ 0.00 / N21/ 0.00 /
N20/ 0.00 / N19/ 0.00 / N18/ 0.00 /
N17/ 0.00 / N16/ 0.00 / N15/ 0.00 /
N14B/ 0.00 / N14A/ 0.00 / N13/ 0.00 /
N12/ 0.00 / N11/ 0.00 / N10/ 0.00 /
N9/ 0.00 / N8/ 0.00 / N7/ 0.00 /
N6/ 0.00 / N5/ 0.00 / N4/ 0.00 /
N3/ 0.00 / N2/ 0.00 / N1/ 0.00 /
Conduit/ Cross Sectional Area
5453/ 0.00 / 5047/ 0.00 / 5114b/ 0.00 /
4342/ 0.00 / 3736/ 0.00 / 3534/ 0.00 /
3422/ 0.00 / 3130/ 0.00 / 3024/ 0.00 /
3036/ 0.16 / 2827/ 0.00 / 2726/ 0.00 /
2629/ 0.00 / 2930/ 0.00 / 2725/ 0.00 /
2524/ 0.00 / 2422/ 0.00 / L575/ 0.00 /
2117/ 0.00 / 1714B/ 0.00 / 1716/ 0.00 /
1615/ 0.00 / 1614A/ 0.01 / 4514B/ 0.00 /
4515/ 0.00 / 1502/ 0.01 / 14A13/ 0.01 /
1312/ 0.00 / 1211/ 0.00 / 1103/ 0.01 /
0912/ 0.00 / 0908/ 0.00 / 0811/ 0.00 /
0804/ 0.00 / 0201/ 0.01 / 5248/ 0.00 /
4845/ 0.00 / 4250/ 0.00 / 5338/ 0.01 /
3851/ 0.00 / 4746o/ 0.00 / 4746u/ 0.00 /
4645o/ 0.00 / 4645u/ 0.00 / 3836o/ 0.16 /
3635o/ 0.00 / 2217o/ 0.00 / 2217u/ 0.00 /
2019o/ 0.00 / 2019u/ 0.00 / 1918o/ 0.00 /
1918u/ 0.00 / 1817o/ 0.00 / 1817u/ 0.00 /
1009o/ 0.00 / 1009u/ 0.00 / 0706o/ 0.00 /
0706u/ 0.00 / 0604o/ 0.00 / 0604u/ 0.00 /
0504o/ 0.00 / 0504u/ 0.00 / 0403o/ 0.00 /
0403u/ 0.00 / 0302o/ 0.00 / 0302u/ 0.01 /
14a14bo/ 0.00 / 14a14bu/ 0.00 /
Conduit/ Final Volume
5453/ 0.10 / 5047/ 0.09 / 5114b/ 0.02 /
4342/ 0.06 / 3736/ 0.01 / 3534/ 0.00 /
3422/ 0.00 / 3130/ 0.04 / 3024/ 0.06 /
3036/ 2.91 / 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/ 0.11 / 4250/ 0.08 / 5338/ 0.56 /
3851/ 0.01 / 4746o/ 0.00 / 4746u/ 0.01 /
4645o/ 0.00 / 4645u/ 0.01 / 3836o/ 6.48 /
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/ 0.32 /
14a14bo/ 0.00 / 14a14bu/ 0.04 /
Conduit/ Hydraulic Radius
5453/ 0.00 / 5047/ 0.00 / 5114b/ 0.00 /
4342/ 0.00 / 3736/ 0.00 / 3534/ 0.00 /
3422/ 0.00 / 3130/ 0.00 / 3024/ 0.01 /
3036/ 0.02 / 2827/ 0.00 / 2726/ 0.01 /
2629/ 0.00 / 2930/ 0.00 / 2725/ 0.00 /
2524/ 0.00 / 2422/ 0.01 / L575/ 0.00 /
2117/ 0.00 / 1714B/ 0.00 / 1716/ 0.01 /
1615/ 0.02 / 1614A/ 0.02 / 4514B/ 0.00 /
4515/ 0.01 / 1502/ 0.02 / 14A13/ 0.01 /
1312/ 0.00 / 1211/ 0.00 / 1103/ 0.00 /
0912/ 0.00 / 0908/ 0.00 / 0811/ 0.00 /
0804/ 0.00 / 0201/ 0.01 / 5248/ 0.00 /
4845/ 0.00 / 4250/ 0.00 / 5338/ 0.00 /
3851/ 0.00 / 4746o/ 0.00 / 4746u/ 0.00 /
4645o/ 0.00 / 4645u/ 0.00 / 3836o/ 0.02 /
3635o/ 0.00 / 2217o/ 0.00 / 2217u/ 0.01 /
2019o/ 0.00 / 2019u/ 0.00 / 1918o/ 0.00 /
1918u/ 0.00 / 1817o/ 0.00 / 1817u/ 0.01 /
1009o/ 0.00 / 1009u/ 0.00 / 0706o/ 0.00 /
0706u/ 0.00 / 0604o/ 0.00 / 0604u/ 0.00 /
0504o/ 0.00 / 0504u/ 0.00 / 0403o/ 0.00 /
0403u/ 0.00 / 0302o/ 0.00 / 0302u/ 0.01 /
14a14bo/ 0.00 / 14a14bu/ 0.01 /
Conduit/ Upstream/ Downstream Elevation
5453/ 8.90/ 7.00 5047/ 5.70/ 4.60 5114b/ 4.80/ 3.00/
4342/ 9.20/ 7.30 3736/ 7.00/ 5.52 3534/ 4.20/ 4.10/
3422/ 4.10/ 3.40 3130/ 7.50/ 5.70 3024/ 4.21/ 2.87/
3036/ 5.62/ 5.62 2827/ 8.30/ 6.70 2726/ 6.51/ 6.51/
2629/ 6.51/ 6.40 2930/ 6.40/ 5.62 2725/ 5.35/ 4.87/
2524/ 4.87/ 2.86 2422/ 2.60/ 1.88 L575/ 4.70/ 3.40/
2117/ 3.00/ 2.95 1714B/ 1.80/ 1.80 1716/ 1.76/ 1.36/
1615/ 1.36/ 1.24 1614A/ 1.65/ 1.65 4514B/ 1.80/ 1.80/
4515/ 2.50/ 1.24 1502/ 1.24/ 1.06 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........ 7069
Total number of time steps during simulation.... 5440
Ratio of actual # of time steps / NTCYC......... 1.259
Average number of iterations per time step...... 1.299
Average time step size(seconds)................ 3.971
Smallest time step size(seconds)................ 0.500
Largest time step size(seconds)................ 5.000
Average minimum Conduit Courant time step (sec). 4.659
Average minimum implicit time step (sec)........ 1.628
Average minimum junction time step (sec)........ 1.628
Average Courant Factor Tf....................... 1.628
Number of times omega reduced................... 26
*=========================================================*
| 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 5455 0 5 0 0 0
N53 0 1.00 5452 0 5 0 0 0
N52 0 1.06 5761 0 7 0 0 0
N38 0 1.04 5644 0 11 1 0 0
N51 0 1.02 5526 1 25 1 1 0
N48 0 1.09 5946 0 16 1 0 0
N50 0 1.13 6146 1 25 1 1 0
N47 0 1.16 6335 0 7 0 0 0
N46 0 1.19 6486 0 5 0 0 0
N45 0 1.37 7444 5 16 3 0 0
N43 0 1.00 5465 0 5 0 0 0
N42 0 1.08 5896 0 4 0 0 0
N37 0 1.04 5644 0 6 0 0 0
N36 0 1.14 6224 0 7 0 0 0
N35 0 1.01 5514 1 15 1 0 0
N34 0 1.02 5553 0 7 0 0 0
N31 0 1.08 5852 0 7 0 0 0
N30 0 1.33 7261 0 9 0 0 0
N29 0 1.15 6244 0 6 0 0 0
N28 0 1.08 5850 0 7 0 0 0
N27 0 1.26 6848 1 18 1 0 0
N26 0 1.07 5811 0 14 1 0 0
N25 0 1.20 6524 0 6 0 0 0
N24 0 1.37 7457 0 7 0 0 0
N23 0 1.16 6286 0 7 0 0 0
N22 0 1.27 6916 0 7 0 0 0
N21 0 1.35 7361 1 17 1 0 0
N20 0 1.10 6002 0 5 0 0 0
N19 0 1.26 6862 0 6 0 0 0
N18 0 1.29 7009 0 7 0 0 0
N17 0 1.56 8483 0 6 0 0 0
N16 0 1.56 8496 2 13 5 0 0
N15 0 1.32 7190 0 7 0 0 0
N14B 0 1.42 7731 1 12 1 0 0
N14A 0 1.53 8302 2 14 5 0 0
N13 0 1.39 7574 0 6 0 0 0
N12 0 1.30 7058 0 7 0 0 0
N11 0 1.35 7335 0 12 1 0 0
N10 0 1.07 5794 0 5 0 0 0
N9 0 1.14 6208 0 4 0 0 0
N8 0 1.14 6186 0 5 0 0 0
N7 0 1.08 5901 0 8 0 0 0
N6 0 1.26 6857 1 17 1 0 0
N5 0 1.07 5800 0 4 0 0 0
N4 0 1.34 7303 3 13 3 0 0
N3 0 1.59 8652 3 11 3 0 0
N2 0 1.57 8547 0 8 0 0 0
N1 0 1.50 8147 4 8 0 0 0
Total number of iterations for all junctions.. 318338
Minimum number of possible iterations......... 261120
Efficiency of the simulation.................. 1.22
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 8.9181 0 26 0.0000 1.0819 1.0000 0.0000 0.0000 0.0000
N53 10.0000 8.7000 8.5183 0 26 0.0000 1.4817 1.0000 0.0000 0.0000 0.0000
N52 10.0000 7.2000 7.0237 0 30 0.0000 2.9763 1.0000 0.0000 0.0000 0.0000
N38 10.0000 6.4000 6.0644 0 36 0.0000 3.9356 1.0000 0.0000 0.0000 0.0000
N51 10.0000 5.0000 4.8150 0 25 0.0000 5.1850 1.0000 0.0000 0.0000 0.0000
N48 10.0000 5.0000 4.6335 0 26 0.0000 5.3665 1.0000 0.0000 0.0000 0.0000
N50 10.0000 5.9000 5.7380 0 28 0.0000 4.2620 1.0000 0.0000 0.0000 0.0000
N47 10.0000 5.0000 4.6480 0 29 0.0000 5.3520 1.0000 0.0000 0.0000 0.0000
N46 10.0000 4.4000 4.0536 0 30 0.0000 5.9464 1.0000 0.0000 0.0000 0.0000
N45 10.0000 3.9500 3.5892 0 29 0.0000 6.4108 1.0000 0.0000 0.0000 0.0000
N43 10.0000 9.4000 9.2172 0 25 0.0000 0.7828 1.0000 0.0000 0.0000 0.0000
N42 10.0000 7.5000 7.3214 0 27 0.0000 2.6786 1.0000 0.0000 0.0000 0.0000
N37 10.0000 7.4000 7.0530 0 25 0.0000 2.9470 1.0000 0.0000 0.0000 0.0000
N36 10.0000 6.1700 5.7296 0 30 0.0000 4.2704 1.0000 0.0000 0.0000 0.0000
N35 10.0000 5.6000 4.2148 0 25 0.0000 5.7852 1.0000 0.0000 0.0000 0.0000
N34 10.0000 4.5000 4.1189 0 26 0.0000 5.8811 1.0000 0.0000 0.0000 0.0000
N31 10.0000 7.8000 7.5172 0 25 0.0000 2.4828 1.0000 0.0000 0.0000 0.0000
N30 10.0000 6.0200 5.7247 0 30 0.0000 4.2753 1.0000 0.0000 0.0000 0.0000
N29 10.0000 6.8000 6.4906 0 26 0.0000 3.5094 1.0000 0.0000 0.0000 0.0000
N28 10.0000 8.7000 8.3642 0 25 0.0000 1.6358 1.0000 0.0000 0.0000 0.0000
N27 10.0000 7.1000 6.7130 0 25 0.0000 3.2870 1.0000 0.0000 0.0000 0.0000
N26 10.0000 6.9000 6.5996 0 26 0.0000 3.4004 1.0000 0.0000 0.0000 0.0000
N25 10.0000 5.2450 5.5300 0 26 0.2850 4.4700 1.0000 0.0000 0.0000 0.0000
N24 10.0000 3.3100 3.7546 0 26 0.4446 6.2454 1.0000 0.0000 0.0000 0.0000
N23 10.0000 5.0000 4.8045 0 25 0.0000 5.1955 1.0000 0.0000 0.0000 0.0000
N22 10.0000 3.9000 3.0993 0 26 0.0000 6.9007 1.0000 0.0000 0.0000 0.0000
N21 10.0000 3.5000 3.0361 0 25 0.0000 6.9639 1.0000 0.0000 0.0000 0.0000
N20 10.0000 7.3000 6.2876 0 25 0.0000 3.7124 1.0000 0.0000 0.0000 0.0000
N19 10.0000 6.4000 4.8468 0 25 0.0000 5.1532 1.0000 0.0000 0.0000 0.0000
N18 10.0000 3.5000 3.0674 0 26 0.0000 6.9326 1.0000 0.0000 0.0000 0.0000
N17 10.0000 3.4500 2.6832 0 26 0.0000 7.3168 1.0000 0.0000 0.0000 0.0000
N16 10.0000 2.4000 2.7664 0 26 0.3664 7.2336 1.0000 0.0000 0.0000 0.0000
N15 10.0000 2.0350 2.1856 0 25 0.1506 7.8144 1.0000 0.0000 0.0000 0.0000
N14B 10.0000 3.4900 2.9802 0 31 0.0000 7.0198 1.0000 0.0000 0.0000 0.0000
N14A 10.0000 3.3000 2.4935 0 26 0.0000 7.5065 1.0000 0.0000 0.0000 0.0000
N13 10.0000 3.5600 2.3849 0 26 0.0000 7.6151 1.0000 0.0000 0.0000 0.0000
N12 10.0000 3.3800 2.2124 0 28 0.0000 7.7876 1.0000 0.0000 0.0000 0.0000
N11 10.0000 3.3400 1.9463 0 30 0.0000 8.0537 1.0000 0.0000 0.0000 0.0000
N10 10.0000 4.9000 3.7874 0 22 0.0000 6.2126 1.0000 0.0000 0.0000 0.0000
N9 10.0000 3.9000 3.0089 0 25 0.0000 6.9911 1.0000 0.0000 0.0000 0.0000
N8 10.0000 3.4000 2.7106 0 25 0.0000 7.2894 1.0000 0.0000 0.0000 0.0000
N7 10.0000 5.3000 5.0076 0 25 0.0000 4.9924 1.0000 0.0000 0.0000 0.0000
N6 10.0000 4.8000 4.5189 0 25 0.0000 5.4811 1.0000 0.0000 0.0000 0.0000
N5 10.0000 4.6000 3.5445 0 25 0.0000 6.4555 1.0000 0.0000 0.0000 0.0000
N4 10.0000 3.2000 2.3420 0 25 0.0000 7.6580 1.0000 0.0000 0.0000 0.0000
N3 10.0000 3.1000 1.6703 0 26 0.0000 8.3297 1.0000 0.0000 0.0000 0.0000
N2 10.0000 3.0500 1.6307 0 27 0.0000 8.3693 1.0000 0.0000 0.0000 0.0000
N1 10.0000 2.9300 1.5107 0 27 0.0000 8.4893 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 0.0558 0 26 0.1506 0 0 0.0067 8.9181 7.0237 .0903 .1184
5047 2.8812 1.4600 200.0000 0.1831 0 28 0.4800 0 25 0.0635 5.7380 4.6480 .1898 .2402
5114b 3.5733 1.8108 200.0000 0.0407 0 25 0.3068 0 25 0.0114 4.8150 3.0117 .0751 .0587
4342 10.3858 1.3631 200.0000 0.0578 0 25 0.2406 0 0 0.0056 9.2172 7.3214 .0861 .1072
3736 14.9983 3.6090 400.0000 0.0720 0 25 0.7149 0 22 0.0048 7.0530 5.7247 .1325 .5117
3534 5.8173 1.4765 400.0000 0.0249 0 25 0.1559 0 23 0.0043 4.2148 4.1189 .0370 .0473
3422 6.0122 1.5213 400.0000 0.0202 0 26 0.1614 0 26 0.0034 4.1189 3.4052 .0473 .0130
3130 13.5508 2.2744 300.0000 0.1024 0 27 0.3257 0 27 0.0076 7.5172 5.7247 .0573 .0823
3024 0.4621 2.9058 450.0000 0.4442 0 35 2.9070 0 37 0.9612 5.7247 3.7546 3.388 1.988
3036 6.7857 1.4251 400.0000 -0.1432 0 37 -0.1940 0 40 -0.0211 5.7247 5.7296 .2617 .5240
2827 15.5945 3.7524 400.0000 0.1225 0 25 0.8942 0 25 0.0079 8.3642 6.7642 .1606 .1605
2726 18.5574 3.1124 300.0000 0.1006 0 25 0.1245 0 23 0.0054 6.7130 6.5996 .0433 .3320
2629 2.4524 0.5150 400.0000 0.0566 0 26 0.1822 0 26 0.0231 6.5996 6.4906 .2490 .2264
2930 11.6053 2.4373 400.0000 0.2252 0 26 0.7994 0 26 0.0194 6.4906 5.7247 .2264 .2617
2725 0.2218 2.0080 375.0000 0.2597 0 22 2.3533 0 22 1.1709 6.7130 5.5300 3.634 1.759
2524 0.2779 2.5163 375.0000 0.2529 0 22 2.4463 0 21 0.9099 5.5300 3.7546 1.759 2.385
2422 0.8401 2.9711 600.0000 0.6513 0 22 2.2966 0 22 0.7753 3.7546 3.0993 1.941 2.065
L575 4.4056 1.1111 300.0000 0.1824 0 25 0.4234 0 25 0.0414 4.8045 3.4770 .3483 .2567
2117 10.3655 2.0976 500.0000 0.1108 0 25 0.3744 0 25 0.0107 3.0361 2.9730 .0721 .0460
1714B 8.1188 0.9553 500.0000 -0.1713 0 32 -0.2705 0 32 -0.0211 2.9368 2.9802 .1736 .3603
1716 3.1532 3.6415 1050.000 1.7233 0 26 2.1633 0 23 0.5465 2.6832 2.7664 .8888 1.348
1615 0.7725 1.7486 750.0000 1.0815 0 26 2.4383 0 26 1.4000 2.7664 2.1856 1.901 1.300
1614A 0.7872 1.7819 750.0000 0.6423 0 26 1.4254 0 26 0.8159 2.7664 2.4935 1.488 1.191
4514B 28.0567 3.5017 450.0000 0.2777 0 29 0.9825 0 25 0.0099 3.5892 2.9802 .1982 .2893
4515 0.1942 2.7467 300.0000 0.1775 0 57 2.4838 0 57 0.9140 3.5892 2.1856 3.630 3.252
1502 0.6052 1.1322 825.0000 1.2461 0 26 2.5568 0 26 2.0588 2.1856 1.6307 1.182 .7039
14A13 16.6072 0.8411 1700.000 -0.7614 0 26 -0.3797 0 26 -0.0458 2.4935 2.3849 .3726 .4617
1312 15.7543 0.6101 1400.000 0.7588 0 26 0.3627 0 26 0.0482 2.3849 2.2124 .3749 .3803
1211 22.0747 0.6694 1700.000 0.7352 0 28 0.2460 0 25 0.0333 2.2124 1.9463 .3132 .3567
1103 34.9730 0.7240 2000.000 0.8554 0 30 0.3609 0 32 0.0245 1.9463 1.6703 .3032 .2852
0912 7.4604 1.8954 400.0000 0.0000 0 0 0.0000 0 0 0.0000 3.0089 2.2124 .0000 .0000
0908 0.1628 1.4741 375.0000 0.1063 0 26 0.9971 0 13 0.6527 3.0089 2.7106 1.357 1.894
0811 6.0914 1.5476 400.0000 0.0000 0 0 0.0000 0 0 0.0000 1.9463 1.9463 .0000 .0000
0804 0.2208 1.3886 450.0000 0.1966 0 25 1.2324 0 25 0.8903 2.7106 2.3419 1.579 1.426
0201 142.3584 2.9703 2000.000 2.8679 0 27 1.3663 0 28 0.0201 1.6307 1.5107 .2904 .2903
5248 8.1651 1.4277 200.0000 0.0891 0 30 0.2367 0 28 0.0109 7.0237 4.8177 .1184 .0887
4845 2.5500 1.2922 200.0000 0.1317 0 26 0.2969 0 16 0.0516 4.6335 3.5892 .1675 .4458
4250 11.5986 1.2184 200.0000 0.1229 0 27 0.3318 0 0 0.0106 7.3214 5.7380 .1072 .1898
5338 8.7547 1.3127 200.0000 0.0616 0 26 0.2883 0 0 0.0070 8.5183 6.0644 .0916 .3220
3851 5.0145 1.3130 200.0000 0.0000 0 0 0.0000 0 0 0.0000 6.0644 4.8150 .0000 .0000
4746o 17.3588 2.8540 400.0000 0.0502 0 29 0.5855 0 27 0.0029 4.6480 4.0536 .1201 .1341
4746u 0.1498 2.1194 300.0000 0.1013 0 23 1.4115 0 23 0.6762 4.6480 4.0536 3.493 3.512
4645o 15.8729 2.3953 400.0000 0.0546 0 30 0.3080 0 30 0.0034 4.0536 3.5892 .1341 .2229
4645u 0.1105 1.5637 300.0000 0.0982 0 30 1.3675 0 30 0.8888 4.0536 3.5892 3.512 3.630
3836o 9.9729 2.0945 400.0000 0.0776 0 36 0.1326 0 40 0.0078 6.0644 5.7296 .1610 .5240
3635o 35.6736 2.3986 400.0000 0.0000 0 0 0.0000 0 0 0.0000 4.2148 4.2148 .0000 .0000
2217o 14.0423 1.9555 500.0000 0.0000 0 0 0.0000 0 0 0.0000 2.6832 2.6832 .0000 .0000
2217u 0.6241 1.4127 750.0000 0.8913 0 25 2.1473 0 22 1.4282 3.0992 2.6832 1.652 1.244
2019o 11.6942 3.9374 300.0000 0.0000 0 0 0.0000 0 0 0.0000 4.8468 4.8468 .0000 .0000
2019u 0.6375 4.0085 450.0000 0.2754 0 25 2.4487 0 28 0.4320 6.2876 4.8468 .6392 .7706
1918o 18.5045 2.3357 400.0000 0.0000 0 0 0.0000 0 0 0.0000 4.8467 3.0674 .0000 .0000
1918u 0.9440 3.3387 600.0000 0.5182 0 25 2.3597 0 23 0.5490 4.8467 3.0674 .5779 1.945
1817o 9.1593 1.0777 500.0000 0.0297 0 26 0.2581 0 26 0.0032 3.0674 2.9926 .1348 .0852
1817u 0.5070 1.7932 600.0000 0.6145 0 24 2.1644 0 24 1.2119 3.0674 2.6832 1.945 1.555
1009o 8.3091 2.4754 300.0000 0.0000 0 0 0.0000 0 0 0.0000 3.0089 3.0089 .0000 .0000
1009u 0.2415 2.1864 375.0000 0.1089 0 24 1.6193 0 22 0.4509 3.7874 3.0089 .4998 1.357
0706o 7.2322 2.6186 300.0000 0.0094 0 25 0.1421 0 25 0.0013 5.0076 4.5189 .0252 .0631
0706u 0.1248 1.7661 300.0000 0.0873 0 23 1.2167 0 23 0.6992 5.0076 4.5189 3.358 3.396
0604o 9.6606 3.5631 300.0000 0.0550 0 25 0.5467 0 25 0.0057 4.5189 2.8176 .0631 .0588
0604u 0.3116 2.8210 375.0000 0.3090 0 28 2.7785 0 28 0.9918 4.5189 2.3419 2.717 1.711
0504o 8.6316 2.5756 300.0000 0.0000 0 0 0.0000 0 0 0.0000 2.3419 2.3419 .0000 .0000
0504u 0.1541 2.1802 300.0000 0.1051 0 25 1.6026 0 25 0.6823 3.5444 2.3419 .8148 2.139
0403o 9.0589 2.2976 400.0000 0.0000 0 0 0.0000 0 0 0.0000 1.6703 1.6703 .0000 .0000
0403u 1.9283 4.3647 750.0000 0.8557 0 25 2.2570 0 25 0.4438 2.3420 1.6703 .8560 .7605
0302o 2.9365 0.4429 300.0000 0.0000 0 0 0.0000 0 0 0.0000 1.6307 1.6307 .0000 .0000
0302u 3.2556 3.6173 600.0000 0.5154 0 27 0.5981 0 27 0.1583 1.6703 1.6307 .9506 .9679
14a14bo 75.9084 3.3944 500.0000 0.0000 0 0 0.0000 0 0 0.0000 2.4935 2.4935 .0000 .0000
14a14bu 0.1368 1.9347 300.0000 0.1434 0 43 2.0035 0 43 1.0484 2.9802 2.4935 3.933 2.978
FREE # 1 Undefnd Undefnd Undefn 2.8679 0 27
*==================================================*
| 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 0.0118 0.4102 0.0028
5047 7.0000 14.4722 0.0000 338.5278 0.0421 0.4167 0.0189
5114b 8.5000 0.0000 0.0000 351.5000 0.0135 0.1327 0.0041
4342 0.1667 359.8333 0.0000 0.0000 0.0103 0.4106 0.0027
3736 0.1667 18.6111 0.0000 341.2222 0.0586 0.6199 0.0349
3534 7.9167 352.0833 0.0000 0.0000 0.0164 0.1618 0.0026
3422 7.9167 0.0000 0.0000 352.0833 0.0127 0.1249 0.0019
3130 0.1667 10.6389 0.0000 349.1944 0.0178 0.3524 0.0052
3024 0.1667 15.3333 0.0000 344.5000 0.1296 0.1638 2.9569
3036 13.7500 11.7222 334.5278 0.0000 0.0824 0.9286 0.0261
2827 0.1667 0.0000 0.0000 359.8333 0.0316 0.1371 0.0574
2726 353.7083 6.2917 0.0000 0.0000 0.0493 0.9856 0.0055
2629 0.2500 359.7500 0.0000 0.0000 0.0469 0.3114 0.0172
2930 0.2500 12.1389 0.0000 347.6111 0.0458 0.2991 0.0723
2725 0.1667 359.8333 0.0000 0.0000 0.1043 0.1139 2.0860
2524 0.1667 19.7500 0.0000 340.0833 0.1120 0.1137 1.6086
2422 0.1667 359.8333 0.0000 0.0000 0.1679 0.2905 2.6401
L575 0.1667 0.0000 0.0000 359.8333 0.0461 0.4309 0.0384
2117 5.3333 0.0000 0.0000 354.6667 0.0300 0.2960 0.0111
1714B 336.6389 0.0000 23.3611 0.0000 0.0595 0.6332 0.0361
1716 0.1667 354.7083 0.0000 5.1250 0.2938 0.8376 2.4170
1615 0.1667 359.8333 0.0000 0.0000 0.2278 0.4521 2.9271
1614A 8.5417 59.5000 291.9583 0.0000 0.2281 0.4608 1.4321
4514B 317.5000 18.2778 0.0000 24.2222 0.0533 0.4097 0.0833
4515 0.1667 359.8333 0.0000 0.0000 0.0839 0.0728 2.3292
1502 0.1667 359.8333 0.0000 0.0000 0.2348 0.4884 1.9863
14A13 106.5833 253.4167 0.0000 0.0000 0.3059 2.0080 0.2689
1312 106.6667 253.3333 0.0000 0.0000 0.2543 2.1077 0.1902
1211 12.1667 347.8333 0.0000 0.0000 0.2301 3.1235 0.1347
1103 0.1667 359.8333 0.0000 0.0000 0.3452 2.4081 0.2069
0912 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
0908 0.1667 359.8333 0.0000 0.0000 0.1049 0.1137 0.5650
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 0.1657 0.8277
0201 0.1667 359.8333 0.0000 0.0000 0.3523 2.1006 0.7928
5248 0.1667 0.0000 0.0000 359.8333 0.0127 0.3781 0.0049
4845 7.7500 42.2917 0.0000 309.9583 0.0576 0.5732 0.0140
4250 0.1667 353.0000 0.0000 6.8333 0.0198 0.9880 0.0037
5338 0.1667 352.9583 0.0000 6.8750 0.0292 1.0173 0.0025
3851 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
4746o 344.3611 15.1944 0.0000 0.4444 0.0249 0.0880 0.0290
4746u 0.1667 359.8333 0.0000 0.0000 0.0840 0.0729 1.4760
4645o 343.0278 16.9722 0.0000 0.0000 0.0343 0.1775 0.0220
4645u 0.1667 359.8333 0.0000 0.0000 0.0839 0.0729 1.4651
3836o 7.0833 352.9167 0.0000 0.0000 0.0653 0.6937 0.0165
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 0.2138 0.4522 2.1596
2019o 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
2019u 0.1667 359.8333 0.0000 0.0000 0.1321 0.1180 0.7390
1918o 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
1918u 0.1667 359.8333 0.0000 0.0000 0.1573 0.2211 1.7647
1817o 356.6111 0.0000 0.0000 3.3889 0.0277 0.1154 0.0142
1817u 0.1667 359.8333 0.0000 0.0000 0.1825 0.2938 2.1806
1009o 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
1009u 0.1667 359.8333 0.0000 0.0000 0.1018 0.0816 0.4521
0706o 356.3889 3.6111 0.0000 0.0000 0.0115 0.0672 0.0018
0706u 0.1667 359.8333 0.0000 0.0000 0.0875 0.0728 1.2277
0604o 354.1667 0.0000 0.0000 5.8333 0.0169 0.1007 0.0100
0604u 0.1667 359.8333 0.0000 0.0000 0.1049 0.1135 2.2578
0504o 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
0504u 0.1667 359.8333 0.0000 0.0000 0.0839 0.0660 0.7068
0403o 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
0403u 0.1667 359.8333 0.0000 0.0000 0.2276 0.3796 1.3515
0302o 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
0302u 0.1667 359.8333 0.0000 0.0000 0.3108 0.8625 0.3439
14a14bo 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
14a14bu 8.5000 351.5000 0.0000 0.0000 0.0839 0.0727 1.8215
*===========================================*
| Table E12. Mean Conduit Flow Information |
*===========================================*
Mean Total Mean Low Mean Mean Mean Mean
Conduit Flow Flow Percent Flow Froude Hydraulic Cross Conduit
Name (cms) (m^3) Change Weightng Number Radius Area Roughness
--------------- -------- -------- -------- -------- ------ -------- ------ ---------
5453 0.0044 95.7612 0.0002 0.9989 0.1664 0.0036 0.0990 2.8739
5047 0.0177 383.1346 0.0006 0.9770 1.0380 0.0099 0.0978 0.0350
5114b 0.0030 64.6298 0.0001 0.9702 1.0573 0.0028 0.0278 0.0350
4342 0.0043 93.6713 0.0002 0.9989 0.2015 0.0029 0.0875 2.8739
3736 0.0046 99.6329 0.0002 0.9989 1.1102 0.0101 0.0659 1.2773
3534 0.0014 31.2331 0.0001 0.9728 0.1887 0.0032 0.0315 0.0350
3422 0.0015 31.3467 0.0001 0.9728 0.5449 0.0026 0.0254 0.0450
3130 0.0067 145.1556 0.0003 0.9989 1.0463 0.0033 0.0662 2.2352
3024 0.0493 1065.5087 0.0016 0.9989 1.5524 0.0514 0.0420 0.8302
3036 -0.0164 -353.5355 0.0008 0.9502 0.0000 0.0402 0.3226 0.0201
2827 0.0079 171.6144 0.0004 0.9989 1.2651 0.0079 0.0231 1.2773
2726 0.0009 20.1569 0.0002 0.0423 0.0102 0.0252 0.0408 0.0200
2629 0.0026 55.8918 0.0002 0.9989 0.1448 0.0135 0.0472 2.2352
2930 0.0158 340.5765 0.0008 0.9989 0.7744 0.0133 0.0551 1.2773
2725 0.0211 456.1305 0.0009 0.9989 1.2389 0.0353 0.0251 0.8302
2524 0.0210 454.5449 0.0009 0.9960 1.7641 0.0331 0.0215 0.0130
2422 0.0706 1524.0635 0.0024 0.9989 0.9281 0.0682 0.0774 0.8302
L575 0.0125 270.4221 0.0005 0.9989 0.5781 0.0120 0.0755 2.8739
2117 0.0069 148.2224 0.0008 0.9842 0.9708 0.0055 0.0542 0.0200
1714B -0.0067 -144.4306 0.0004 0.1581 0.0000 0.0080 0.0689 0.0206
1716 0.1554 3356.1941 0.0054 0.9989 1.0604 0.0978 0.1788 See the original
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