Original source · versioned page text
e100y25m.out
From the archive XPXtrm.zip, inside Further information re: stormwater modelling - REC17/0011. File date in the archive: 2017-10-09 17:06.
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 32.3456 50.0000 20.0000
N53 24.7166 50.0000 0.0000
N52 50.0000 50.0000 0.0000
N38 1.1572 2.8929 20.0000
N51 1.6104 4.0261 15.0000
N48 1.4987 3.7468 5.0000
N50 1.2056 3.0139 5.0000
N47 0.6923 1.7307 320.0000
N46 0.9260 2.3151 65.0000
N45 1.0490 2.6225 19000.0000
N43 27.1371 50.0000 0.0000
N42 50.0000 50.0000 0.0000
N37 14.3495 35.8738 0.0000
N36 0.9803 2.4509 10.0000
N35 1.4777 3.6944 15.0000
N34 50.0000 50.0000 0.0000
N31 9.6687 24.1718 0.0000
N30 0.1452 0.3629 50.0000
N29 33.1805 50.0000 0.0000
N28 8.6606 21.6514 0.0000
N27 1.7005 4.2513 325.0000
N26 34.4765 50.0000 0.0000
N25 2.2031 5.5077 5.0000
N24 0.8008 2.0020 10.0000
N23 3.7710 9.4275 5.0000
N22 0.1237 0.3093 95.0000
N21 0.9046 2.2615 60.0000
N20 0.4979 1.2447 130.0000
N19 0.2154 0.5386 560.0000
N18 1.9515 4.8788 10.0000
N17 1.4843 3.7108 10.0000
N16 1.6397 4.0992 15.0000
N15 5.5392 13.8481 0.0000
N14B 0.4009 1.0022 285.0000
N14A 6.2966 15.7415 0.0000
N13 9.0139 22.5347 0.0000
N12 18.4688 46.1719 0.0000
N11 11.1703 27.9258 0.0000
N10 1.1603 2.9007 200.0000
N9 1.3553 3.3882 145.0000
N8 1.0170 2.5424 15.0000
N7 0.9446 2.3614 35.0000
N6 0.5555 1.3888 10.0000
N5 1.4139 3.5347 115.0000
N4 1.7369 4.3422 45.0000
N3 21.3740 50.0000 0.0000
N2 23.3458 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 2.6667 -0.0010 0.0383 Normal Soln
5047 31.1330 31.1330 50.0000 0.0000 0.0026 0.3546 Normal Soln
5114b 50.0000 50.0000 50.0000 0.0000 0.0078 0.0685 Normal Soln
4342 50.0000 50.0000 50.0000 0.0000 -0.0012 0.0310 Normal Soln
3736 34.6782 34.6782 50.0000 0.0000 0.0025 0.0237 Normal Soln
3534 4.3784 4.3784 10.7539 0.0000 0.0167 0.5903 Normal Soln
3422 17.7621 17.7621 50.0000 0.0000 0.0232 0.5696 Normal Soln
3130 49.2563 49.2563 50.0000 0.0000 -0.0045 0.0473 Normal Soln
3024 7.3620 7.3620 17.2448 0.0000 -0.0176 2.2814 Normal Soln
3036 10.5437 10.5437 40.7487 0.0000 0.0168 0.5462 Normal Soln
2827 28.0024 28.0024 44.6638 0.0000 -0.0027 0.0390 Normal Soln
2726 7.0973 7.0973 41.4991 0.0000 -0.0133 0.0912 Normal Soln
2629 30.3842 30.3842 50.0000 0.0000 -0.0043 0.5135 Normal Soln
2930 26.5897 26.5897 48.8562 0.0000 -0.0073 0.1890 Normal Soln
2725 4.9575 4.9575 12.4353 0.0000 0.0054 2.4065 Normal Soln
2524 14.3842 14.3842 32.7364 0.0000 0.0053 2.1236 Normal Soln
2422 6.2544 6.2544 16.9789 0.0000 0.0539 2.1333 Normal Soln
L575 43.6641 43.6641 50.0000 0.0000 -0.0066 0.2418 Normal Soln
2117 6.5544 6.5544 20.7743 0.0000 -0.0047 0.0791 Normal Soln
1714B 14.4847 14.4847 48.0695 0.0000 -0.0596 0.7518 Normal Soln
1716 4.6177 4.6177 12.6167 0.0000 0.0807 1.5292 Normal Soln
1615 3.9174 3.9174 9.8491 0.0000 0.0318 3.5754 Normal Soln
1614A 1.7706 1.7706 5.2310 27.9167 -0.0154 3.4477 Normal Soln
4514B 15.2359 15.2359 25.6819 0.0000 0.0297 0.0980 Normal Soln
4515 5.6926 5.6926 13.1350 0.0000 0.0085 2.1709 Normal Soln
1502 15.1097 15.1097 33.1733 0.0000 0.0287 4.8087 Normal Soln
14A13 3.7798 3.7798 15.2088 0.0000 0.0304 0.5288 Normal Soln
1312 6.1058 6.1058 23.4608 0.0000 0.0330 0.5464 Normal Soln
1211 14.1154 14.1154 50.0000 0.0000 0.0256 0.3714 Normal Soln
1103 15.6560 15.6560 50.0000 0.0000 0.0205 0.2494 Normal Soln
0912 28.6302 28.6302 50.0000 0.0000 -0.0028 0.0345 Normal Soln
0908 11.3581 11.3581 41.6886 0.0000 0.0046 2.2029 Normal Soln
0811 30.3779 30.3779 50.0000 0.0000 0.0047 0.0822 Normal Soln
0804 10.8740 10.8740 34.2492 0.0000 0.0041 2.9003 Normal Soln
0201 3.0582 3.0582 7.3181 321.4167 -0.2246 0.1120 Normal Soln
5248 50.0000 50.0000 50.0000 0.0000 0.0016 0.0756 Normal Soln
4845 42.6604 42.6604 50.0000 0.0000 0.0031 0.3148 Normal Soln
4250 50.0000 50.0000 50.0000 0.0000 0.0018 0.0610 Normal Soln
5338 50.0000 50.0000 50.0000 0.0000 0.0012 0.0399 Normal Soln
3851 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
4746o 13.3640 13.3640 22.9866 0.0000 0.0056 0.0623 Normal Soln
4746u 5.2807 5.2807 17.6151 0.0000 -0.0038 1.8527 Normal Soln
4645o 23.4022 23.4022 50.0000 0.0000 0.0058 0.0674 Normal Soln
4645u 6.9400 6.9400 23.9922 0.0000 0.0059 2.7799 Normal Soln
3836o 29.7554 29.7554 50.0000 0.0000 0.0021 0.0532 Normal Soln
3635o 13.7404 13.7404 28.1678 0.0000 0.0215 0.0947 Normal Soln
2217o 16.8362 16.8362 33.8039 0.0000 0.0187 0.2458 Normal Soln
2217u 5.5244 5.5244 15.0940 0.0000 -0.0587 4.1817 Normal Soln
2019o 20.6530 20.6530 39.6592 0.0000 0.0066 0.0730 Normal Soln
2019u 5.1295 5.1295 11.2766 0.0000 0.0170 1.6727 Normal Soln
1918o 50.0000 50.0000 50.0000 0.0000 0.0072 0.0464 Normal Soln
1918u 15.8165 15.8165 36.8061 0.0000 0.0100 2.0733 Normal Soln
1817o 14.1034 14.1034 37.8072 0.0000 0.0089 0.2694 Normal Soln
1817u 3.9991 3.9991 10.0470 0.0000 0.0158 3.4723 Normal Soln
1009o 49.4655 49.4655 50.0000 0.0000 -0.0032 0.0206 Normal Soln
1009u 10.3465 10.3465 30.3079 0.0000 0.0036 1.7518 Normal Soln
0706o 27.2246 27.2246 50.0000 0.0000 0.0067 0.0451 Normal Soln
0706u 6.7634 6.7634 24.2601 0.0000 0.0027 2.1108 Normal Soln
0604o 28.7628 28.7628 47.8768 0.0000 -0.0093 0.1471 Normal Soln
0604u 9.6930 9.6930 20.7917 0.0000 -0.0054 2.2177 Normal Soln
0504o 50.0000 50.0000 50.0000 0.0000 0.0044 0.0324 Normal Soln
0504u 12.3511 12.3511 33.4170 0.0000 0.0025 2.0001 Normal Soln
0403o 11.3526 11.3526 23.5402 0.0000 -0.0112 0.1563 Normal Soln
0403u 3.2346 3.2346 6.9220 0.3333 0.0144 1.2447 Normal Soln
0302o 5.5081 5.5081 15.1391 0.0000 0.0216 2.5904 Normal Soln
0302u 2.7143 2.7143 11.8835 0.0000 0.0076 0.7036 Normal Soln
14a14bo 5.5174 5.5174 25.2086 0.0000 0.0346 0.0977 Normal Soln
14a14bu 1.8659 1.8659 4.9295 7.6667 -0.0143 3.4988 Normal Soln
The conduit with the smallest time step limitation was..0201
The conduit with the largest wobble was.................1502
The conduit with the largest flow change in any
consecutive time step...................................0201
*==================================================*
| Table E6. Final Model Condition |
| This table is used for steady state |
| flow comparison and is the information|
| saved to the hot-restart file. |
| Final Time = 6.001 hours |
*==================================================*
Junction / Depth / Elevation ===> "*" Junction is Surcharged.
N54/ 0.00 / 8.90/ N53/ 0.00 / 8.50/ N52/ 0.00 / 7.00/
N38/ 1.00 / 6.00/ N51/ 1.00 / 4.80/ N48/ 1.00 / 4.60/
N50/ 1.00 / 5.70/ N47/ 0.00 / 3.60/ N46/ 0.00 / 3.00/
N45/ 0.00 / 2.50/ N43/ 0.00 / 9.20/ N42/ 0.00 / 7.30/
N37/ 0.00 / 7.00/ N36/ 1.15 / 5.62/ N35/ 1.00 / 4.20/
N34/ 0.00 / 4.10/ N31/ 0.00 / 7.50/ N30/ 0.01 / 4.21/
N29/ 0.00 / 6.40/ N28/ 0.00 / 8.30/ N27/ 0.00 / 5.35/
N26/ 0.01 / 6.51/ N25/ 0.00 / 4.87/ N24/ 0.01 / 2.60/
N23/ 0.00 / 4.70/ N22/ 0.01 / 1.87/ 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/ 0.01 / 1.35/ N15/ 0.03 / 1.24/
N14B/ 0.00 / 1.80/ N14A/ 0.05 / 1.65/ N13/ 0.00 / 1.86/
N12/ 0.00 / 1.68/ N11/ 0.01 / 1.35/ N10/ 0.00 / 3.60/
N9/ 0.00 / 2.50/ N8/ 0.00 / 2.00/ N7/ 0.00 / 4.00/
N6/ 0.00 / 3.50/ N5/ 0.00 / 3.30/ N4/ 0.00 / 1.70/
N3/ 0.00 / 1.10/ N2/ 0.01 / 1.06/ N1/ 0.00 / 0.93/
Conduit/ Flow ===> "*" Conduit uses the normal flow option.
5453/ 0.00*/ 5047/ 0.00 / 5114b/ 0.00 /
4342/ 0.00*/ 3736/ 0.00 / 3534/ 0.00*/
3422/ 0.00 / 3130/ 0.00 / 3024/ 0.00 /
3036/ 0.00 / 2827/ 0.00 / 2726/ 0.00*/
2629/ 0.00 / 2930/ 0.00 / 2725/ 0.00 /
2524/ 0.00 / 2422/ 0.00*/ L575/ 0.00 /
2117/ 0.00 / 1714B/ 0.00 / 1716/ 0.00 /
1615/ 0.00*/ 1614A/ 0.00 / 4514B/ 0.00 /
4515/ 0.00*/ 1502/ 0.00 / 14A13/ 0.00*/
1312/ 0.00*/ 1211/ 0.00*/ 1103/ 0.00 /
0912/ 0.00*/ 0908/ 0.00*/ 0811/ 0.00*/
0804/ 0.00*/ 0201/ 0.00 / 5248/ 0.00 /
4845/ 0.00 / 4250/ 0.00 / 5338/ 0.00*/
3851/ 0.00 / 4746o/ 0.00*/ 4746u/ 0.00 /
4645o/ 0.00*/ 4645u/ 0.00*/ 3836o/ 0.00*/
3635o/ 0.00 / 2217o/ 0.00 / 2217u/ 0.00 /
2019o/ 0.00 / 2019u/ 0.00*/ 1918o/ 0.00*/
1918u/ 0.00*/ 1817o/ 0.00 / 1817u/ 0.00*/
1009o/ 0.00*/ 1009u/ 0.00*/ 0706o/ 0.00*/
0706u/ 0.00*/ 0604o/ 0.00 / 0604u/ 0.00*/
0504o/ 0.00*/ 0504u/ 0.00*/ 0403o/ 0.00*/
0403u/ 0.00 / 0302o/ 0.00 / 0302u/ 0.00*/
14a14bo/ 0.00 / 14a14bu/ 0.00*/ FREE # 1/ 0.00 /
Conduit/ Velocity
5453/ 0.00 / 5047/ 0.01 / 5114b/ 0.01 /
4342/ 0.00 / 3736/ 0.02 / 3534/ 0.00 /
3422/ 0.00 / 3130/ 0.01 / 3024/ 0.41 /
3036/ 0.00 / 2827/ 0.03 / 2726/ 0.00 /
2629/ 0.03 / 2930/ 0.08 / 2725/ 0.15 /
2524/ 0.18 / 2422/ 0.25 / L575/ 0.01 /
2117/ 0.01 / 1714B/ 0.00 / 1716/ 0.33 /
1615/ 0.18 / 1614A/ 0.00 / 4514B/ 0.00 /
4515/ 0.05 / 1502/ 0.20 / 14A13/ 0.00 /
1312/ 0.00 / 1211/ 0.00 / 1103/ 0.01 /
0912/ 0.00 / 0908/ 0.07 / 0811/ 0.00 /
0804/ 0.06 / 0201/ 0.09 / 5248/ 0.01 /
4845/ 0.01 / 4250/ 0.01 / 5338/ 0.00 /
3851/ 0.00 / 4746o/ 0.00 / 4746u/ 0.16 /
4645o/ 0.00 / 4645u/ 0.10 / 3836o/ 0.00 /
3635o/ 0.00 / 2217o/ 0.00 / 2217u/ 0.19 /
2019o/ 0.00 / 2019u/ 0.30 / 1918o/ 0.00 /
1918u/ 0.20 / 1817o/ 0.00 / 1817u/ 0.15 /
1009o/ 0.00 / 1009u/ 0.10 / 0706o/ 0.00 /
0706u/ 0.06 / 0604o/ 0.00 / 0604u/ 0.22 /
0504o/ 0.00 / 0504u/ 0.05 / 0403o/ 0.00 /
0403u/ 0.27 / 0302o/ 0.00 / 0302u/ 0.01 /
14a14bo/ 0.00 / 14a14bu/ 0.00 /
Conduit/ Width
5453/ 0.33 / 5047/ 0.21 / 5114b/ 0.05 /
4342/ 0.23 / 3736/ 0.02 / 3534/ 0.01 /
3422/ 0.01 / 3130/ 0.05 / 3024/ 0.18 /
3036/ 3.17 / 2827/ 0.02 / 2726/ 8.93 /
2629/ 0.46 / 2930/ 0.20 / 2725/ 0.15 /
2524/ 0.15 / 2422/ 0.24 / L575/ 0.04 /
2117/ 0.03 / 1714B/ 1.78 / 1716/ 0.41 /
1615/ 0.29 / 1614A/ 0.33 / 4514B/ 0.17 /
4515/ 0.14 / 1502/ 0.32 / 14A13/ 0.18 /
1312/ 0.00 / 1211/ 0.03 / 1103/ 0.09 /
0912/ 0.06 / 0908/ 0.15 / 0811/ 0.25 /
0804/ 0.18 / 0201/ 0.25 / 5248/ 0.28 /
4845/ 0.20 / 4250/ 0.32 / 5338/ 1.42 /
3851/ 0.03 / 4746o/ 0.00 / 4746u/ 0.12 /
4645o/ 0.05 / 4645u/ 0.12 / 3836o/ 3.22 /
3635o/ 0.01 / 2217o/ 0.20 / 2217u/ 0.29 /
2019o/ 0.52 / 2019u/ 0.18 / 1918o/ 0.07 /
1918u/ 0.24 / 1817o/ 0.19 / 1817u/ 0.24 /
1009o/ 0.03 / 1009u/ 0.15 / 0706o/ 0.10 /
0706u/ 0.12 / 0604o/ 0.20 / 0604u/ 0.15 /
0504o/ 0.14 / 0504u/ 0.12 / 0403o/ 0.09 /
0403u/ 0.29 / 0302o/ 0.32 / 0302u/ 1.50 /
14a14bo/ 0.01 / 14a14bu/ 0.17 /
Junction/ EGL
N54/ 0.00 / N53/ 0.00 / N52/ 0.00 /
N38/ 1.00 / N51/ 1.00 / N48/ 1.20 /
N50/ 1.00 / N47/ 1.00 / N46/ 0.00 /
N45/ 1.00 / N43/ 0.00 / N42/ 0.00 /
N37/ 0.00 / N36/ 1.15 / N35/ 1.00 /
N34/ 0.00 / N31/ 0.00 / N30/ 1.50 /
N29/ 0.00 / N28/ 0.00 / N27/ 1.35 /
N26/ 0.01 / N25/ 0.00 / N24/ 0.28 /
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/ 8.13 / N21/ 7.00 /
N20/ 4.00 / N19/ 5.50 / N18/ 8.09 /
N17/ 8.24 / N16/ 8.65 / 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/ 0.03 / N53/ 0.03 / N52/ 0.04 /
N38/ 1.10 / N51/ 1.03 / N48/ 1.07 /
N50/ 1.07 / N47/ 1.12 / N46/ 1.13 /
N45/ 1.17 / N43/ 0.02 / N42/ 0.03 /
N37/ 0.08 / N36/ 1.40 / N35/ 1.19 /
N34/ 0.19 / N31/ 0.03 / N30/ 1.69 /
N29/ 0.17 / N28/ 0.09 / N27/ 1.40 /
N26/ 0.26 / N25/ 0.86 / N24/ 1.63 /
N23/ 0.14 / N22/ 1.81 / N21/ 1.20 /
N20/ 1.04 / N19/ 1.61 / N18/ 1.36 /
N17/ 1.45 / N16/ 1.85 / N15/ 1.31 /
N14B/ 1.34 / N14A/ 1.37 / N13/ 0.88 /
N12/ 0.94 / N11/ 1.07 / N10/ 1.03 /
N9/ 1.03 / N8/ 1.06 / N7/ 1.04 /
N6/ 1.08 / N5/ 1.03 / N4/ 1.19 /
N3/ 0.97 / N2/ 0.98 / N1/ 0.98 /
Junction/Total Fldng
N54/ 0.00 / N53/ 0.00 / N52/ 0.00 /
N38/ 0.00 / N51/ 0.00 / N48/ 0.00 /
N50/ 0.00 / N47/ 0.00 / N46/ 0.00 /
N45/ 0.00 / N43/ 0.00 / N42/ 0.00 /
N37/ 0.00 / N36/ 0.00 / N35/ 0.00 /
N34/ 0.00 / N31/ 0.00 / N30/ 0.00 /
N29/ 0.00 / N28/ 0.00 / N27/ 0.00 /
N26/ 0.00 / N25/ 0.00 / N24/ 0.00 /
N23/ 0.00 / N22/ 0.00 / N21/ 0.00 /
N20/ 0.00 / N19/ 0.00 / N18/ 0.00 /
N17/ 0.00 / N16/ 0.00 / N15/ 0.00 /
N14B/ 0.00 / N14A/ 0.00 / N13/ 0.00 /
N12/ 0.00 / N11/ 0.00 / N10/ 0.00 /
N9/ 0.00 / N8/ 0.00 / N7/ 0.00 /
N6/ 0.00 / N5/ 0.00 / N4/ 0.00 /
N3/ 0.00 / N2/ 0.00 / N1/ 0.00 /
Conduit/ Cross Sectional Area
5453/ 0.00 / 5047/ 0.00 / 5114b/ 0.00 /
4342/ 0.00 / 3736/ 0.00 / 3534/ 0.00 /
3422/ 0.00 / 3130/ 0.00 / 3024/ 0.00 /
3036/ 0.16 / 2827/ 0.00 / 2726/ 0.00 /
2629/ 0.00 / 2930/ 0.00 / 2725/ 0.00 /
2524/ 0.00 / 2422/ 0.00 / L575/ 0.00 /
2117/ 0.00 / 1714B/ 0.00 / 1716/ 0.00 /
1615/ 0.00 / 1614A/ 0.01 / 4514B/ 0.00 /
4515/ 0.00 / 1502/ 0.00 / 14A13/ 0.01 /
1312/ 0.00 / 1211/ 0.00 / 1103/ 0.00 /
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/ 0.01 /
3851/ 0.00 / 4746o/ 0.00 / 4746u/ 0.00 /
4645o/ 0.00 / 4645u/ 0.00 / 3836o/ 0.16 /
3635o/ 0.00 / 2217o/ 0.00 / 2217u/ 0.00 /
2019o/ 0.00 / 2019u/ 0.00 / 1918o/ 0.00 /
1918u/ 0.00 / 1817o/ 0.00 / 1817u/ 0.00 /
1009o/ 0.00 / 1009u/ 0.00 / 0706o/ 0.00 /
0706u/ 0.00 / 0604o/ 0.00 / 0604u/ 0.00 /
0504o/ 0.00 / 0504u/ 0.00 / 0403o/ 0.00 /
0403u/ 0.00 / 0302o/ 0.00 / 0302u/ 0.01 /
14a14bo/ 0.00 / 14a14bu/ 0.00 /
Conduit/ Final Volume
5453/ 0.09 / 5047/ 0.08 / 5114b/ 0.02 /
4342/ 0.05 / 3736/ 0.01 / 3534/ 0.00 /
3422/ 0.00 / 3130/ 0.04 / 3024/ 0.05 /
3036/ 2.87 / 2827/ 0.01 / 2726/ 0.03 /
2629/ 0.17 / 2930/ 0.08 / 2725/ 0.00 /
2524/ 0.01 / 2422/ 0.07 / L575/ 0.01 /
2117/ 0.01 / 1714B/ 0.00 / 1716/ 0.06 /
1615/ 0.10 / 1614A/ 0.06 / 4514B/ 0.00 /
4515/ 0.05 / 1502/ 0.40 / 14A13/ 0.07 /
1312/ 0.00 / 1211/ 0.04 / 1103/ 0.16 /
0912/ 0.00 / 0908/ 0.01 / 0811/ 0.00 /
0804/ 0.01 / 0201/ 0.13 / 5248/ 0.06 /
4845/ 0.09 / 4250/ 0.07 / 5338/ 0.44 /
3851/ 0.00 / 4746o/ 0.00 / 4746u/ 0.01 /
4645o/ 0.00 / 4645u/ 0.01 / 3836o/ 6.38 /
3635o/ 0.00 / 2217o/ 0.00 / 2217u/ 0.09 /
2019o/ 0.00 / 2019u/ 0.01 / 1918o/ 0.00 /
1918u/ 0.08 / 1817o/ 0.00 / 1817u/ 0.03 /
1009o/ 0.00 / 1009u/ 0.00 / 0706o/ 0.00 /
0706u/ 0.00 / 0604o/ 0.00 / 0604u/ 0.01 /
0504o/ 0.00 / 0504u/ 0.01 / 0403o/ 0.00 /
0403u/ 0.01 / 0302o/ 0.00 / 0302u/ 0.29 /
14a14bo/ 0.00 / 14a14bu/ 0.04 /
Conduit/ Hydraulic Radius
5453/ 0.00 / 5047/ 0.00 / 5114b/ 0.00 /
4342/ 0.00 / 3736/ 0.00 / 3534/ 0.00 /
3422/ 0.00 / 3130/ 0.00 / 3024/ 0.01 /
3036/ 0.02 / 2827/ 0.00 / 2726/ 0.01 /
2629/ 0.00 / 2930/ 0.00 / 2725/ 0.00 /
2524/ 0.00 / 2422/ 0.01 / L575/ 0.00 /
2117/ 0.00 / 1714B/ 0.00 / 1716/ 0.01 /
1615/ 0.01 / 1614A/ 0.02 / 4514B/ 0.00 /
4515/ 0.01 / 1502/ 0.01 / 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/ 1.87 L575/ 4.70/ 3.40/
2117/ 3.00/ 2.95 1714B/ 1.80/ 1.80 1716/ 1.76/ 1.35/
1615/ 1.35/ 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/ 1.87/ 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........ 7326
Total number of time steps during simulation.... 5489
Ratio of actual # of time steps / NTCYC......... 1.271
Average number of iterations per time step...... 1.335
Average time step size(seconds)................ 3.935
Smallest time step size(seconds)................ 0.500
Largest time step size(seconds)................ 5.000
Average minimum Conduit Courant time step (sec). 4.642
Average minimum implicit time step (sec)........ 1.338
Average minimum junction time step (sec)........ 1.338
Average Courant Factor Tf....................... 1.338
Number of times omega reduced................... 83
*=========================================================*
| 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 1.14 6234 0 6 0 0 0
N53 0 1.14 6269 0 5 0 0 0
N52 0 1.28 7014 0 9 0 0 0
N38 0 1.19 6552 0 13 2 0 0
N51 0 1.10 6025 1 25 1 1 0
N48 0 1.31 7177 1 22 1 0 0
N50 0 1.34 7331 1 23 1 0 0
N47 0 1.39 7651 0 15 1 0 0
N46 0 1.43 7832 1 6 0 0 0
N45 0 1.53 8387 1 16 1 0 0
N43 0 1.13 6227 0 5 0 0 0
N42 0 1.30 7128 0 11 1 0 0
N37 0 1.14 6250 0 6 0 0 0
N36 0 1.62 8877 0 13 2 0 0
N35 0 1.44 7900 1 15 1 0 0
N34 0 1.35 7427 0 7 0 0 0
N31 0 1.18 6482 0 10 1 0 0
N30 0 1.59 8711 3 20 2 0 0
N29 0 1.43 7874 0 7 0 0 0
N28 0 1.17 6420 3 8 0 0 0
N27 0 1.48 8098 0 17 1 0 0
N26 0 1.34 7359 0 6 0 0 0
N25 0 1.19 6533 0 7 0 0 0
N24 0 1.28 7012 0 8 0 0 0
N23 0 1.27 6953 0 7 0 0 0
N22 0 1.61 8856 39 22 5 0 0
N21 0 1.49 8157 0 19 1 0 0
N20 0 1.38 7560 2 24 2 0 0
N19 0 1.53 8401 1 12 2 0 0
N18 0 1.58 8682 0 15 1 0 0
N17 0 1.98 10866 2 13 3 0 0
N16 0 1.47 8064 1 13 6 0 0
N15 0 1.27 6988 0 8 0 0 0
N14B 0 1.80 9870 0 13 1 0 0
N14A 0 1.68 9203 1 15 19 0 0
N13 0 1.63 8929 2 8 0 0 0
N12 0 1.58 8656 0 7 0 0 0
N11 0 1.64 8981 0 11 1 0 0
N10 0 1.21 6616 0 6 0 0 0
N9 0 1.35 7423 1 12 1 0 0
N8 0 1.37 7521 1 17 1 0 0
N7 0 1.20 6609 0 6 0 0 0
N6 0 1.44 7912 7 20 3 0 0
N5 0 1.20 6603 1 23 1 0 0
N4 0 1.64 9011 0 14 1 0 0
N3 0 1.96 10738 0 9 0 0 0
N2 0 1.81 9961 0 8 0 0 0
N1 0 1.54 8438 13 22 7 0 0
Total number of iterations for all junctions.. 373768
Minimum number of possible iterations......... 263472
Efficiency of the simulation.................. 1.42
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 8.9263 0 15 0.0000 1.0737 1.0000 0.0000 0.0000 0.0000
N53 10.0000 8.7000 8.5268 0 15 0.0000 1.4732 1.0000 0.0000 0.0000 0.0000
N52 10.0000 7.2000 7.0366 0 16 0.0000 2.9634 1.0000 0.0000 0.0000 0.0000
N38 10.0000 6.4000 6.1041 0 17 0.0000 3.8959 1.0000 0.0000 0.0000 0.0000
N51 10.0000 5.0000 4.8250 0 15 0.0000 5.1750 1.0000 0.0000 0.0000 0.0000
N48 10.0000 5.0000 4.6651 0 15 0.0000 5.3349 1.0000 0.0000 0.0000 0.0000
N50 10.0000 5.9000 5.7699 0 16 0.0000 4.2301 1.0000 0.0000 0.0000 0.0000
N47 10.0000 5.0000 4.7165 0 15 0.0000 5.2835 1.0000 0.0000 0.0000 0.0000
N46 10.0000 4.4000 4.1280 0 16 0.0000 5.8720 1.0000 0.0000 0.0000 0.0000
N45 10.0000 3.9500 3.6688 0 16 0.0000 6.3312 1.0000 0.0000 0.0000 0.0000
N43 10.0000 9.4000 9.2243 0 15 0.0000 0.7757 1.0000 0.0000 0.0000 0.0000
N42 10.0000 7.5000 7.3325 0 15 0.0000 2.6675 1.0000 0.0000 0.0000 0.0000
N37 10.0000 7.4000 7.0761 0 15 0.0000 2.9239 1.0000 0.0000 0.0000 0.0000
N36 10.0000 6.1700 5.8723 0 16 0.0000 4.1277 1.0000 0.0000 0.0000 0.0000
N35 10.0000 5.6000 4.3899 0 15 0.0000 5.6101 1.0000 0.0000 0.0000 0.0000
N34 10.0000 4.5000 4.2854 0 16 0.0000 5.7146 1.0000 0.0000 0.0000 0.0000
N31 10.0000 7.8000 7.5280 0 15 0.0000 2.4720 1.0000 0.0000 0.0000 0.0000
N30 10.0000 6.0200 5.8852 0 15 0.0000 4.1148 1.0000 0.0000 0.0000 0.0000
N29 10.0000 6.8000 6.5679 0 15 0.0000 3.4321 1.0000 0.0000 0.0000 0.0000
N28 10.0000 8.7000 8.3902 0 15 0.0000 1.6098 1.0000 0.0000 0.0000 0.0000
N27 10.0000 7.1000 6.7529 0 15 0.0000 3.2471 1.0000 0.0000 0.0000 0.0000
N26 10.0000 6.9000 6.7556 0 15 0.0000 3.2444 1.0000 0.0000 0.0000 0.0000
N25 10.0000 5.2450 5.7346 0 15 0.4896 4.2654 1.0000 0.0000 0.0000 0.0000
N24 10.0000 3.3100 4.2181 0 17 0.9081 5.7819 1.0000 0.0000 0.0000 0.0000
N23 10.0000 5.0000 4.8405 0 12 0.0000 5.1595 1.0000 0.0000 0.0000 0.0000
N22 10.0000 3.9000 3.6679 0 17 0.0000 6.3321 1.0000 0.0000 0.0000 0.0000
N21 10.0000 3.5000 3.1963 0 17 0.0000 6.8037 1.0000 0.0000 0.0000 0.0000
N20 10.0000 7.3000 7.0407 0 15 0.0000 2.9593 1.0000 0.0000 0.0000 0.0000
N19 10.0000 6.4000 6.1062 0 15 0.0000 3.8938 1.0000 0.0000 0.0000 0.0000
N18 10.0000 3.5000 3.2583 0 16 0.0000 6.7417 1.0000 0.0000 0.0000 0.0000
N17 10.0000 3.4500 3.1959 0 17 0.0000 6.8041 1.0000 0.0000 0.0000 0.0000
N16 10.0000 2.4000 3.1937 0 17 0.7937 6.8063 1.0000 0.0000 0.0000 0.0000
N15 10.0000 2.0350 2.5244 0 19 0.4894 7.4756 1.0000 0.0000 0.0000 0.0000
N14B 10.0000 3.4900 3.1366 0 17 0.0000 6.8634 1.0000 0.0000 0.0000 0.0000
N14A 10.0000 3.3000 2.9655 0 17 0.0000 7.0345 1.0000 0.0000 0.0000 0.0000
N13 10.0000 3.5600 2.7434 0 18 0.0000 7.2566 1.0000 0.0000 0.0000 0.0000
N12 10.0000 3.3800 2.6203 0 19 0.0000 7.3797 1.0000 0.0000 0.0000 0.0000
N11 10.0000 3.3400 2.4056 0 20 0.0000 7.5944 1.0000 0.0000 0.0000 0.0000
N10 10.0000 4.9000 4.6262 0 15 0.0000 5.3738 1.0000 0.0000 0.0000 0.0000
N9 10.0000 3.9000 3.5342 0 15 0.0000 6.4658 1.0000 0.0000 0.0000 0.0000
N8 10.0000 3.4000 3.0574 0 15 0.0000 6.9426 1.0000 0.0000 0.0000 0.0000
N7 10.0000 5.3000 5.0418 0 15 0.0000 4.9582 1.0000 0.0000 0.0000 0.0000
N6 10.0000 4.8000 4.5830 0 15 0.0000 5.4170 1.0000 0.0000 0.0000 0.0000
N5 10.0000 4.6000 4.3346 0 15 0.0000 5.6654 1.0000 0.0000 0.0000 0.0000
N4 10.0000 3.2000 2.8882 0 15 0.0000 7.1118 1.0000 0.0000 0.0000 0.0000
N3 10.0000 3.1000 2.0677 0 20 0.0000 7.9323 1.0000 0.0000 0.0000 0.0000
N2 10.0000 3.0500 2.0331 0 20 0.0000 7.9669 1.0000 0.0000 0.0000 0.0000
N1 10.0000 2.9300 1.9129 0 20 0.0000 8.0871 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 0.1575 0 15 0.2059 0 13 0.0190 8.9263 7.0366 .1313 .1829
5047 2.8812 1.4600 200.0000 0.5055 0 16 0.5744 0 17 0.1755 5.7699 4.7165 .3497 .5827
5114b 3.5733 1.8108 200.0000 0.1135 0 15 0.4128 0 9 0.0318 4.8250 3.1366 .1251 .6830
4342 10.3858 1.3631 200.0000 0.1597 0 15 0.2091 0 15 0.0154 9.2243 7.3325 .1216 .1623
3736 14.9983 3.6090 400.0000 0.1750 0 15 0.7411 0 5 0.0117 7.0761 5.8852 .1902 .9131
3534 5.8173 1.4765 400.0000 1.7123 0 16 0.9299 0 16 0.2943 4.3899 4.2854 .4746 .4636
3422 6.0122 1.5213 400.0000 1.7044 0 16 0.7828 0 16 0.2835 4.2854 3.6679 .4636 .6699
3130 13.5508 2.2744 300.0000 0.2632 0 15 0.4111 0 7 0.0194 7.5280 5.8852 .0932 .6174
3024 0.4621 2.9058 450.0000 0.4493 0 31 2.9627 0 31 0.9723 5.8852 4.2181 3.744 3.018
3036 6.7857 1.4251 400.0000 1.2891 0 15 0.4418 0 15 0.1900 5.8852 5.8723 .6631 .8809
2827 15.5945 3.7524 400.0000 0.3029 0 15 1.1195 0 15 0.0194 8.3902 6.7896 .2256 .2240
2726 18.5574 3.1124 300.0000 0.6424 0 15 0.2439 0 6 0.0346 6.7529 6.7556 .1763 .8520
2629 2.4524 0.5150 400.0000 0.6294 0 15 0.4125 0 15 0.2567 6.7556 6.5679 .6390 .4197
2930 11.6053 2.4373 400.0000 1.0962 0 15 0.9879 0 8 0.0945 6.5679 5.8852 .4197 .6631
2725 0.2218 2.0080 375.0000 0.2604 0 4 2.4125 0 4 1.1739 6.7529 5.7346 3.741 2.305
2524 0.2779 2.5163 375.0000 0.2513 0 5 2.4522 0 4 0.9042 5.7346 4.2181 2.305 3.621
2422 0.8401 2.9711 600.0000 0.6597 0 31 2.3281 0 31 0.7853 4.2180 3.6679 2.713 3.013
L575 4.4056 1.1111 300.0000 0.5296 0 12 0.5501 0 12 0.1202 4.8405 3.6679 .4683 .8931
2117 10.3655 2.0976 500.0000 0.2485 0 13 0.4814 0 9 0.0240 3.1963 3.1959 .3925 .4917
1714B 8.1188 0.9553 500.0000 2.5793 0 17 0.5825 0 17 0.3177 3.1959 3.1366 .6917 .6732
1716 3.1532 3.6415 1050.000 2.0650 0 11 2.3779 0 11 0.6549 3.1959 3.1937 1.377 1.755
1615 0.7725 1.7486 750.0000 1.2184 0 11 2.7414 0 11 1.5772 3.1947 2.5244 2.473 1.752
1614A 0.7872 1.7819 750.0000 0.8479 0 11 1.9117 0 11 1.0771 3.1947 2.9655 2.059 1.820
4514B 28.0567 3.5017 450.0000 1.1689 0 15 0.9397 0 8 0.0417 3.6688 3.1366 .3752 .6369
4515 0.1942 2.7467 300.0000 0.1743 0 40 2.4363 0 40 0.8975 3.6688 2.5244 3.896 4.381
1502 0.6052 1.1322 825.0000 1.3686 0 11 2.7130 0 9 2.2613 2.5243 2.0331 1.593 1.191
14A13 16.6072 0.8411 1700.000 -4.3140 0 17 -0.6586 0 17 -0.2598 2.9655 2.7434 .6503 .6726
1312 15.7543 0.6101 1400.000 4.2980 0 17 0.5967 0 16 0.2728 2.7434 2.6203 .6310 .6717
1211 22.0747 0.6694 1700.000 4.0991 0 19 0.4032 0 18 0.1857 2.6203 2.4056 .5531 .6268
1103 34.9730 0.7240 2000.000 4.3473 0 20 0.4463 0 20 0.1243 2.4056 2.0677 .5328 .4838
0912 7.4604 1.8954 400.0000 0.1288 0 15 0.0687 0 13 0.0173 3.5342 2.6203 .0854 1.550 *
0908 0.1628 1.4741 375.0000 0.1339 0 7 1.1994 0 7 0.8224 3.5342 3.0574 2.757 2.819
0811 6.0914 1.5476 400.0000 0.2493 0 15 0.4172 0 11 0.0409 3.0574 2.4056 .1436 1.014 *
0804 0.2208 1.3886 450.0000 0.2337 0 6 1.4599 0 6 1.0581 3.0574 2.8882 2.349 2.640
0201 142.3584 2.9703 2000.000 6.7124 0 20 1.3705 0 33 0.0472 2.0331 1.9129 .4915 .4914
5248 8.1651 1.4277 200.0000 0.2672 0 16 0.3655 0 16 0.0327 7.0366 4.8283 .1829 .1414
4845 2.5500 1.2922 200.0000 0.3976 0 15 0.3617 0 15 0.1559 4.6651 3.6688 .3257 .8441
4250 11.5986 1.2184 200.0000 0.3534 0 15 0.1796 0 13 0.0305 7.3325 5.7699 .1623 .3497
5338 8.7547 1.3127 200.0000 0.1742 0 15 0.1061 0 11 0.0199 8.5268 6.1041 .1338 .5204
3851 5.0145 1.3130 200.0000 0.0000 0 0 0.0000 0 0 0.0000 6.1041 4.8250 .0000 .0000
4746o 17.3588 2.8540 400.0000 0.5409 0 15 1.0883 0 15 0.0312 4.7165 4.1280 .2914 .3201
4746u 0.1498 2.1194 300.0000 0.1019 0 11 1.4196 0 4 0.6800 4.7165 4.1280 3.721 3.760
4645o 15.8729 2.3953 400.0000 0.5299 0 16 0.6222 0 16 0.0334 4.1280 3.6688 .3201 .4221
4645u 0.1105 1.5637 300.0000 0.0989 0 12 1.3755 0 12 0.8948 4.1280 3.6688 3.760 3.896
3836o 9.9729 2.0945 400.0000 0.2626 0 17 0.1423 0 19 0.0263 6.1041 5.8723 .2602 .8809
3635o 35.6736 2.3986 400.0000 1.6793 0 16 0.7100 0 16 0.0471 5.8723 5.2987 .2559 .2469
2217o 14.0423 2.7133 500.0000 1.7263 0 17 1.0354 0 27 0.1229 3.6679 3.2151 .5359 .5302
2217u 0.6241 1.4127 750.0000 1.0298 0 31 2.3188 0 31 1.6500 3.6679 3.1959 2.410 1.927
2019o 11.6942 3.9474 300.0000 0.4286 0 15 0.7564 0 10 0.0367 7.0407 6.1062 .1356 .3540
2019u 0.6375 4.0085 450.0000 0.4264 0 22 2.6667 0 22 0.6689 7.0407 6.1062 2.312 3.569
1918o 18.5045 3.0423 400.0000 0.4261 0 15 0.3220 0 15 0.0230 6.1062 3.2583 .2655 .6457
1918u 0.9440 3.3387 600.0000 0.8529 0 14 2.9886 0 13 0.9035 6.1062 3.2583 2.677 2.263
1817o 9.1593 1.0777 500.0000 1.2343 0 16 0.5819 0 13 0.1348 3.2583 3.1959 .5165 .4917
1817u 0.5070 1.7932 600.0000 0.6217 0 6 2.1897 0 6 1.2262 3.2583 3.1959 2.263 2.409
1009o 8.3091 2.9822 300.0000 0.0854 0 15 0.5011 0 15 0.0103 4.6262 3.5342 .0874 .1139
1009u 0.2415 2.1864 375.0000 0.1842 0 12 1.6497 0 12 0.7629 4.6262 3.5342 2.736 2.757
0706o 7.2322 2.5925 300.0000 0.1589 0 15 0.4135 0 5 0.0220 5.0418 4.5830 .1393 .2768
0706u 0.1248 1.7661 300.0000 0.0887 0 6 1.2366 0 6 0.7108 5.0418 4.5830 3.472 3.610
0604o 9.6606 3.5617 300.0000 0.7067 0 15 1.1906 0 13 0.0731 4.5830 2.8882 .2768 .2940
0604u 0.3116 2.8210 375.0000 0.3052 0 26 2.7427 0 26 0.9794 4.5830 2.8882 2.888 3.168
0504o 8.6316 3.1264 300.0000 0.1369 0 15 0.5017 0 9 0.0159 4.3346 2.8882 .1155 .2940
0504u 0.1541 2.1802 300.0000 0.1351 0 6 1.8866 0 6 0.8767 4.3346 2.8882 3.448 3.960
0403o 9.0589 2.2976 400.0000 0.7082 0 15 0.8497 0 15 0.0782 2.8882 2.0810 .2205 .2024
0403u 1.9283 4.3647 750.0000 1.1895 0 10 2.8910 0 8 0.6169 2.8882 2.0677 1.584 1.290
0302o 2.9365 0.3242 300.0000 3.8033 0 20 0.6608 0 25 1.2952 2.0677 2.0331 .8256 .7437
0302u 3.2556 3.6173 600.0000 0.7585 0 29 0.8415 0 29 0.2330 2.0677 2.0331 1.612 1.638
14a14bo 75.9084 3.3944 500.0000 3.6916 0 17 0.3971 0 11 0.0486 3.1366 2.9655 .2932 .9311
14a14bu 0.1368 1.9347 300.0000 0.1452 0 35 2.0287 0 35 1.0621 3.1366 2.9655 4.455 4.551
FREE # 1 Undefnd Undefnd Undefn 6.7112 0 20
*==================================================*
| 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 0.0222 0.7727 0.0064
5047 1.9333 25.5278 0.0000 332.5389 0.0889 0.8896 0.0527
5114b 2.4792 22.6667 0.0000 334.8542 0.0712 0.7155 0.0124
4342 0.1667 359.8333 0.0000 0.0000 0.0192 0.7649 0.0059
3736 0.1667 38.2917 0.0000 321.5417 0.1279 1.7408 0.0398
3534 2.2083 357.7917 0.0000 0.0000 0.1810 1.8427 0.1741
3422 2.2083 23.6111 0.0000 334.1806 0.2130 2.1873 0.1763
3130 0.1667 34.3056 0.0000 325.5278 0.0970 1.9527 0.0143
3024 0.1667 26.6667 0.0000 333.1667 0.1304 0.1639 3.4508
3036 4.7083 35.0208 320.2708 0.0000 0.1589 2.9188 0.1363
2827 0.1667 0.0000 0.0000 359.8333 0.0443 0.2707 0.1006
2726 338.1944 21.8056 0.0000 0.0000 0.1409 2.8515 0.0345
2629 0.2500 359.7500 0.0000 0.0000 0.1110 1.5272 0.0873
2930 0.2500 34.3333 0.0000 325.4167 0.1091 1.4833 0.1601
2725 0.1667 359.8333 0.0000 0.0000 0.1129 0.1139 2.1740
2524 0.1667 39.1012 0.0000 320.7321 0.1119 0.1142 2.1257
2422 1.0000 359.0000 0.0000 0.0000 0.1746 0.2907 3.4797
L575 0.1667 20.0000 0.0000 339.8333 0.1079 1.8926 0.0760
2117 1.3889 21.7222 0.0000 336.8889 0.2098 2.1500 0.0258
1714B 329.5556 23.4167 7.0278 0.0000 0.1842 4.4300 0.1987
1716 0.1667 357.9167 0.0000 1.9167 0.2938 0.8902 3.6329
1615 0.1667 359.8333 0.0000 0.0000 0.2281 0.4544 4.1072
1614A 2.5000 43.9583 313.5417 0.0000 0.2281 0.4620 2.3391
4514B 322.4479 28.6389 0.0000 8.9132 0.1041 2.3499 0.1144
4515 0.1667 359.8333 0.0000 0.0000 0.0905 0.0728 2.5105
1502 0.1667 359.8333 0.0000 0.0000 0.2386 0.5473 2.6829
14A13 112.6250 247.3750 0.0000 0.0000 0.3808 6.5663 0.7385
1312 112.5417 247.4583 0.0000 0.0000 0.3190 7.8671 0.5143
1211 3.2778 356.7222 0.0000 0.0000 0.4956 10.3046 0.3997
1103 0.1667 359.8333 0.0000 0.0000 0.3476 9.7410 0.4537
0912 346.2000 13.8000 0.0000 0.0000 0.1857 1.9554 0.0165
0908 0.1667 359.8333 0.0000 0.0000 0.1049 0.1137 1.2369
0811 342.7292 12.6389 0.0000 4.6319 0.1865 1.9631 0.0270
0804 0.1667 359.8333 0.0000 0.0000 0.1293 0.1645 1.3147
0201 0.1667 359.8333 0.0000 0.0000 0.3533 8.1833 0.8713
5248 0.1667 0.0000 0.0000 359.8333 0.0245 0.7311 0.0119
4845 2.2917 37.4792 0.0000 320.2292 0.1091 1.1000 0.0422
4250 0.1667 358.0667 0.0000 1.7667 0.0401 2.0014 0.0090
5338 0.1667 358.1167 0.0000 1.7167 0.0517 1.8091 0.0062
3851 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
4746o 334.0833 22.5675 0.0000 3.3492 0.0620 0.5025 0.1316
4746u 0.1667 359.8333 0.0000 0.0000 0.0839 0.0729 1.5822
4645o 333.4833 26.5167 0.0000 0.0000 0.0640 0.8526 0.0923
4645u 0.1667 359.8333 0.0000 0.0000 0.0839 0.0728 1.5728
3836o 1.8667 358.1333 0.0000 0.0000 0.1134 1.9134 0.0317
3635o 332.7778 0.0000 0.0000 27.2222 0.0566 2.3652 0.0714
2217o 336.2778 3.2222 0.0000 20.5000 0.1106 1.6765 0.2745
2217u 0.1667 359.8333 0.0000 0.0000 0.2178 0.4630 3.4547
2019o 346.5000 10.8056 0.0000 2.6944 0.0687 0.6858 0.0456
2019u 0.1667 359.8333 0.0000 0.0000 0.1354 0.1661 2.4966
1918o 347.9167 12.0833 0.0000 0.0000 0.0788 1.3524 0.0578
1918u 0.1667 359.8333 0.0000 0.0000 0.1679 0.2912 4.4203
1817o 335.2500 16.5000 0.0000 8.2500 0.1099 2.4001 0.1312
1817u 0.1667 359.8333 0.0000 0.0000 0.1821 0.2953 2.1730
1009o 350.5278 9.4722 0.0000 0.0000 0.0263 0.1705 0.0151
1009u 0.1667 359.8333 0.0000 0.0000 0.1086 0.1139 1.6980
0706o 342.1667 17.2208 0.0000 0.6125 0.0487 0.3997 0.0248
0706u 0.1667 359.8333 0.0000 0.0000 0.0904 0.0727 1.2558
0604o 339.0000 4.9722 0.0000 16.0278 0.0660 0.6014 0.1005
0604u 0.1667 359.8333 0.0000 0.0000 0.1049 0.1135 2.7238
0504o 346.7222 10.9722 0.0000 2.3056 0.0471 0.3932 0.0214
0504u 0.1667 359.8333 0.0000 0.0000 0.0839 0.0730 1.8755
0403o 347.7500 2.4722 0.0000 9.7778 0.0836 0.8335 0.0719
0403u 0.1667 359.8333 0.0000 0.0000 0.2192 0.4538 2.5638
0302o 339.0556 13.5278 0.0000 7.4167 0.1393 5.9176 0.1513
0302u 0.1667 359.8333 0.0000 0.0000 0.3110 0.9868 0.6712
14a14bo 336.0278 22.3056 0.0000 1.6667 0.2031 10.9786 0.1030
14a14bu 2.4792 357.5208 0.0000 0.0000 0.0839 0.0727 1.8972
*===========================================*
| 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 0.0072 156.2365 0.0004 0.9989 0.1652 0.0045 0.1335 4.0665
5047 0.0274 592.7079 0.0013 0.9845 1.0550 0.0146 0.1453 0.0350
5114b 0.0046 98.5663 0.0003 0.9798 0.9632 0.0086 0.0854 0.0350
4342 0.0071 152.7179 0.0004 0.9989 0.1942 0.0036 0.1189 4.0665
3736 0.0074 160.9019 0.0004 0.9989 0.9419 0.0237 0.2977 1.8074
3534 0.0456 985.8241 0.0040 0.9820 0.2214 0.0175 0.1759 0.0350
3422 0.0461 995.0236 0.0041 0.9818 0.4379 0.0222 0.2243 0.0450
3130 0.0113 244.1243 0.0006 0.9989 0.8561 0.0150 0.3014 3.1629
3024 0.0526 1135.1669 0.0015 0.9989 1.4340 0.0494 0.0494 1.1748
3036 0.0156 336.2759 0.0047 0.9692 0.0175 0.0539 0.6477 0.0205
2827 0.0126 271.5377 0.0007 0.9989 1.3038 0.0084 0.0339 1.8074
2726 0.0167 360.6612 0.0020 0.1536 0.0456 0.0355 0.2772 0.0200
2629 0.0194 418.3922 0.0015 0.9989 0.1764 0.0213 0.1546 3.1629
2930 0.0400 864.7448 0.0026 0.9989 0.6841 0.0222 0.2000 1.8074
2725 0.0181 390.1480 0.0007 0.9989 1.1966 0.0298 0.0248 1.1748
2524 0.0178 384.8315 0.0007 0.9984 1.6605 0.0286 0.0242 1.0222
2422 0.0707 1526.1875 0.0028 0.9945 0.8463 0.0655 0.0851 0.0161
L575 0.0193 415.8637 0.0013 0.9989 0.5621 0.0161 0.1964 4.0665
2117 0.0108 233.3243 0.0010 0.9902 0.8563 0.0220 0.2222 0.0200
1714B 0.0548 1183.4594 0.0073 0.2130 0.0250 0.0235 0.4784 0.0210
1716 0.1811 3911.0741 0.0072 0.9989 1.0210 0.0936 0.2199 See the original
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