Original source · versioned page text
e100y30m.out
From the archive XPXtrm.zip, inside Further information re: stormwater modelling - REC17/0011. File date in the archive: 2017-10-09 17:11.
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 34.2227 50.0000 20.0000
N53 26.1415 50.0000 0.0000
N52 50.0000 50.0000 0.0000
N38 1.2004 3.0011 20.0000
N51 1.6176 4.0441 60.0000
N48 1.4929 3.7323 5.0000
N50 1.2764 3.1910 0.0000
N47 0.7658 1.9146 315.0000
N46 0.8291 2.0728 50.0000
N45 1.0538 2.6345 18750.0000
N43 28.6987 50.0000 0.0000
N42 50.0000 50.0000 0.0000
N37 15.1009 37.7523 0.0000
N36 0.9705 2.4262 10.0000
N35 1.5143 3.7857 20.0000
N34 50.0000 50.0000 0.0000
N31 10.2584 25.6461 0.0000
N30 0.1434 0.3584 70.0000
N29 32.6577 50.0000 0.0000
N28 9.1111 22.7777 0.0000
N27 1.7687 4.4218 240.0000
N26 36.2822 50.0000 0.0000
N25 2.1937 5.4844 5.0000
N24 1.0202 2.5504 10.0000
N23 3.9591 9.8978 5.0000
N22 1.2140 3.0349 110.0000
N21 0.8895 2.2237 65.0000
N20 0.6183 1.5459 305.0000
N19 0.4290 1.0724 515.0000
N18 1.0965 2.7413 15.0000
N17 2.0171 5.0427 20.0000
N16 2.1727 5.4318 10.0000
N15 5.7561 14.3904 0.0000
N14B 0.3575 0.8936 285.0000
N14A 5.1952 12.9881 0.0000
N13 9.2320 23.0800 0.0000
N12 19.0978 47.7444 0.0000
N11 11.5574 28.8935 0.0000
N10 1.0669 2.6672 185.0000
N9 1.0641 2.6601 95.0000
N8 1.0428 2.6069 10.0000
N7 0.9060 2.2650 260.0000
N6 0.7829 1.9571 10.0000
N5 1.7887 4.4718 70.0000
N4 0.8555 2.1387 65.0000
N3 21.0713 50.0000 0.0000
N2 20.9869 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 2.7500 -0.0009 0.0355 Normal Soln
5047 32.0399 32.0399 50.0000 0.0000 0.0023 0.3264 Normal Soln
5114b 50.0000 50.0000 50.0000 0.0000 -0.0026 0.0635 Normal Soln
4342 50.0000 50.0000 50.0000 0.0000 -0.0011 0.0290 Normal Soln
3736 35.0886 35.0886 50.0000 0.0000 -0.0021 0.0221 Normal Soln
3534 4.5632 4.5632 11.2854 0.0000 0.0166 0.5237 Normal Soln
3422 18.5057 18.5057 50.0000 0.0000 0.0219 0.5043 Normal Soln
3130 50.0000 50.0000 50.0000 0.0000 -0.0039 0.0436 Normal Soln
3024 7.3550 7.3550 17.2168 0.0000 -0.0180 2.2869 Normal Soln
3036 10.8619 10.8619 44.6269 0.0000 0.0172 0.5097 Normal Soln
2827 28.4767 28.4767 45.4949 0.0000 0.0034 0.0364 Normal Soln
2726 7.3845 7.3845 43.2748 0.0000 -0.0102 0.0644 Normal Soln
2629 31.0088 31.0088 50.0000 0.0000 -0.0036 0.4619 Normal Soln
2930 27.0504 27.0504 49.5219 0.0000 -0.0068 0.1725 Normal Soln
2725 4.9640 4.9640 12.4881 0.0000 0.0049 2.4051 Normal Soln
2524 14.4293 14.4293 32.7118 0.0000 0.0064 2.1022 Normal Soln
2422 6.2675 6.2675 16.7213 0.0000 -0.0352 2.1386 Normal Soln
L575 44.1404 44.1404 50.0000 0.0000 -0.0064 0.2324 Normal Soln
2117 6.8593 6.8593 21.3101 0.0000 -0.0051 0.0718 Normal Soln
1714B 15.3656 15.3656 50.0000 0.0000 0.0487 0.6344 Normal Soln
1716 4.6220 4.6220 12.6464 0.0000 0.0904 1.5462 Normal Soln
1615 3.9192 3.9192 9.8595 0.0000 0.0453 3.6195 Normal Soln
1614A 1.7717 1.7717 5.2281 31.4167 -0.0216 3.5352 Normal Soln
4514B 15.1142 15.1142 25.3459 0.0000 0.0283 0.0888 Normal Soln
4515 5.6930 5.6930 13.1407 0.0000 0.0101 2.1606 Normal Soln
1502 15.1353 15.1353 33.2330 0.0000 0.0273 4.7946 Normal Soln
14A13 3.8536 3.8536 16.0560 0.0000 -0.0252 0.4587 Normal Soln
1312 6.2037 6.2037 24.4042 0.0000 0.0293 0.4759 Normal Soln
1211 14.4580 14.4580 50.0000 0.0000 0.0200 0.3204 Normal Soln
1103 15.7392 15.7392 50.0000 0.0000 0.0184 0.2172 Normal Soln
0912 28.6072 28.6072 50.0000 0.0000 -0.0026 0.0292 Normal Soln
0908 11.3707 11.3707 41.8305 0.0000 0.0037 2.0813 Normal Soln
0811 32.5062 32.5062 50.0000 0.0000 0.0076 0.0755 Normal Soln
0804 10.8010 10.8010 33.8144 0.0000 0.0044 2.9586 Normal Soln
0201 3.0590 3.0590 7.3188 317.2500 -0.2116 0.1010 Normal Soln
5248 50.0000 50.0000 50.0000 0.0000 0.0014 0.0704 Normal Soln
4845 43.7876 43.7876 50.0000 0.0000 0.0042 0.2895 Normal Soln
4250 50.0000 50.0000 50.0000 0.0000 0.0015 0.0562 Normal Soln
5338 50.0000 50.0000 50.0000 0.0000 0.0011 0.0369 Normal Soln
3851 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
4746o 13.8600 13.8600 23.9001 0.0000 0.0049 0.0548 Normal Soln
4746u 5.2906 5.2906 17.6384 0.0000 -0.0039 1.8268 Normal Soln
4645o 24.2370 24.2370 50.0000 0.0000 0.0052 0.0597 Normal Soln
4645u 6.9557 6.9557 23.9831 0.0000 0.0058 2.7720 Normal Soln
3836o 30.2092 30.2092 50.0000 0.0000 0.0019 0.0477 Normal Soln
3635o 14.3380 14.3380 29.5803 0.0000 0.0211 0.0841 Normal Soln
2217o 17.9260 17.9260 33.7751 0.0000 0.0147 0.2039 Normal Soln
2217u 5.5276 5.5276 14.9769 0.0000 -0.0490 4.2845 Normal Soln
2019o 21.6226 21.6226 39.0219 0.0000 -0.0067 0.0630 Normal Soln
2019u 5.1354 5.1354 11.3929 0.0000 0.0166 1.6687 Normal Soln
1918o 50.0000 50.0000 50.0000 0.0000 0.0059 0.0343 Normal Soln
1918u 15.8518 15.8518 36.8326 0.0000 -0.0145 2.0758 Normal Soln
1817o 14.3440 14.3440 37.9157 0.0000 0.0082 0.2384 Normal Soln
1817u 4.0053 4.0053 10.0772 0.0000 0.0184 3.3713 Normal Soln
1009o 50.0000 50.0000 50.0000 0.0000 -0.0028 0.0158 Normal Soln
1009u 10.3590 10.3590 30.3277 0.0000 -0.0027 1.7578 Normal Soln
0706o 28.1026 28.1026 50.0000 0.0000 0.0063 0.0402 Normal Soln
0706u 6.7711 6.7711 24.2755 0.0000 0.0025 2.0000 Normal Soln
0604o 29.1660 29.1660 48.3543 0.0000 -0.0085 0.1318 Normal Soln
0604u 9.6892 9.6892 20.7615 0.0000 0.0089 2.2247 Normal Soln
0504o 50.0000 50.0000 50.0000 0.0000 0.0110 0.0295 Normal Soln
0504u 12.3739 12.3739 33.4162 0.0000 0.0049 1.9822 Normal Soln
0403o 12.1652 12.1652 25.4754 0.0000 -0.0070 0.1280 Normal Soln
0403u 3.2472 3.2472 6.9688 0.4167 0.0193 1.2514 Normal Soln
0302o 5.5174 5.5174 15.0613 0.0000 0.0164 2.0815 Normal Soln
0302u 2.7278 2.7278 11.9033 0.0000 -0.0074 0.6860 Normal Soln
14a14bo 5.8198 5.8198 25.2742 0.0000 0.0313 0.0818 Normal Soln
14a14bu 1.8697 1.8697 4.9416 8.1667 -0.0100 3.2881 Normal Soln
The conduit with the smallest time step limitation was..0201
The conduit with the largest wobble was.................1502
The conduit with the largest flow change in any
consecutive time step...................................0201
*==================================================*
| Table E6. Final Model Condition |
| This table is used for steady state |
| flow comparison and is the information|
| saved to the hot-restart file. |
| Final Time = 6.001 hours |
*==================================================*
Junction / Depth / Elevation ===> "*" Junction is Surcharged.
N54/ 0.00 / 8.90/ N53/ 0.00 / 8.50/ N52/ 0.00 / 7.00/
N38/ 1.00 / 6.00/ N51/ 1.00 / 4.80/ N48/ 1.00 / 4.60/
N50/ 1.00 / 5.70/ N47/ 0.00 / 3.60/ N46/ 0.00 / 3.00/
N45/ 0.00 / 2.50/ N43/ 0.00 / 9.20/ N42/ 0.00 / 7.30/
N37/ 0.00 / 7.00/ N36/ 1.15 / 5.62/ N35/ 1.00 / 4.20/
N34/ 0.00 / 4.10/ N31/ 0.00 / 7.50/ N30/ 0.01 / 4.21/
N29/ 0.00 / 6.40/ N28/ 0.00 / 8.30/ N27/ 0.00 / 5.35/
N26/ 0.01 / 6.51/ N25/ 0.00 / 4.87/ N24/ 0.01 / 2.60/
N23/ 0.00 / 4.70/ N22/ 0.02 / 1.88/ N21/ 1.00 / 3.00/
N20/ 0.00 / 6.00/ N19/ 0.00 / 4.50/ N18/ 0.01 / 1.91/
N17/ 0.01 / 1.76/ N16/ 0.01 / 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/ 0.42 /
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/ 0.19 / 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/ 0.17 /
4645o/ 0.00 / 4645u/ 0.10 / 3836o/ 0.00 /
3635o/ 0.00 / 2217o/ 0.00 / 2217u/ 0.20 /
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/ 0.28 / 0302o/ 0.00 / 0302u/ 0.01 /
14a14bo/ 0.00 / 14a14bu/ 0.00 /
Conduit/ Width
5453/ 0.34 / 5047/ 0.21 / 5114b/ 0.05 /
4342/ 0.24 / 3736/ 0.02 / 3534/ 0.01 /
3422/ 0.01 / 3130/ 0.06 / 3024/ 0.18 /
3036/ 3.18 / 2827/ 0.02 / 2726/ 8.93 /
2629/ 0.47 / 2930/ 0.20 / 2725/ 0.15 /
2524/ 0.15 / 2422/ 0.24 / L575/ 0.04 /
2117/ 0.03 / 1714B/ 1.79 / 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/ 0.31 / 0908/ 0.15 / 0811/ 0.06 /
0804/ 0.18 / 0201/ 0.25 / 5248/ 0.28 /
4845/ 0.20 / 4250/ 0.33 / 5338/ 1.49 /
3851/ 0.03 / 4746o/ 0.04 / 4746u/ 0.12 /
4645o/ 0.05 / 4645u/ 0.12 / 3836o/ 3.23 /
3635o/ 0.01 / 2217o/ 0.22 / 2217u/ 0.29 /
2019o/ 0.14 / 2019u/ 0.18 / 1918o/ 0.11 /
1918u/ 0.24 / 1817o/ 0.20 / 1817u/ 0.24 /
1009o/ 0.02 / 1009u/ 0.15 / 0706o/ 0.13 /
0706u/ 0.12 / 0604o/ 0.19 / 0604u/ 0.15 /
0504o/ 0.17 / 0504u/ 0.12 / 0403o/ 0.07 /
0403u/ 0.29 / 0302o/ 0.31 / 0302u/ 1.50 /
14a14bo/ 0.02 / 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/ 8.12 / 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/ 1.02 / N48/ 1.06 /
N50/ 1.07 / N47/ 1.11 / N46/ 1.12 /
N45/ 1.16 / N43/ 0.02 / N42/ 0.03 /
N37/ 0.07 / N36/ 1.40 / N35/ 1.18 /
N34/ 0.17 / N31/ 0.03 / N30/ 1.68 /
N29/ 0.16 / N28/ 0.09 / N27/ 1.39 /
N26/ 0.25 / N25/ 0.85 / N24/ 1.62 /
N23/ 0.14 / N22/ 1.80 / N21/ 1.18 /
N20/ 1.04 / N19/ 1.59 / N18/ 1.35 /
N17/ 1.43 / N16/ 1.84 / N15/ 1.29 /
N14B/ 1.33 / N14A/ 1.33 / N13/ 0.86 /
N12/ 0.89 / N11/ 1.03 / N10/ 1.02 /
N9/ 1.03 / N8/ 1.05 / N7/ 1.04 /
N6/ 1.08 / N5/ 1.03 / N4/ 1.18 /
N3/ 0.94 / N2/ 0.95 / N1/ 0.95 /
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/ 0.11 / 1614A/ 0.06 / 4514B/ 0.00 /
4515/ 0.05 / 1502/ 0.41 / 14A13/ 0.07 /
1312/ 0.00 / 1211/ 0.04 / 1103/ 0.17 /
0912/ 0.00 / 0908/ 0.01 / 0811/ 0.00 /
0804/ 0.01 / 0201/ 0.13 / 5248/ 0.07 /
4845/ 0.10 / 4250/ 0.08 / 5338/ 0.47 /
3851/ 0.00 / 4746o/ 0.00 / 4746u/ 0.01 /
4645o/ 0.00 / 4645u/ 0.01 / 3836o/ 6.40 /
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/ 0.02 /
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/ 1.88 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/ 1.88/ 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........ 7416
Total number of time steps during simulation.... 5580
Ratio of actual # of time steps / NTCYC......... 1.292
Average number of iterations per time step...... 1.329
Average time step size(seconds)................ 3.871
Smallest time step size(seconds)................ 0.500
Largest time step size(seconds)................ 5.000
Average minimum Conduit Courant time step (sec). 4.608
Average minimum implicit time step (sec)........ 1.361
Average minimum junction time step (sec)........ 1.361
Average Courant Factor Tf....................... 1.361
Number of times omega reduced................... 86
*=========================================================*
| 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 1.12 6230 0 5 0 0 0
N53 0 1.12 6237 0 5 0 0 0
N52 0 1.22 6831 0 9 0 0 0
N38 0 1.15 6417 0 14 2 0 0
N51 0 1.09 6062 1 23 1 0 0
N48 0 1.27 7089 1 23 1 0 0
N50 0 1.30 7263 1 22 1 0 0
N47 0 1.38 7718 0 7 0 0 0
N46 0 1.42 7919 1 6 0 0 0
N45 0 1.52 8466 2 16 1 0 0
N43 0 1.12 6254 0 6 0 0 0
N42 0 1.26 7027 0 11 1 0 0
N37 0 1.12 6270 0 6 0 0 0
N36 0 1.60 8913 0 10 1 0 0
N35 0 1.40 7794 1 17 1 0 0
N34 0 1.34 7460 0 14 1 0 0
N31 0 1.17 6542 1 9 0 0 0
N30 0 1.59 8881 3 20 3 0 0
N29 0 1.40 7839 0 7 0 0 0
N28 0 1.16 6494 4 7 0 0 0
N27 0 1.47 8186 1 20 1 0 0
N26 0 1.32 7358 0 6 0 0 0
N25 0 1.19 6638 0 7 0 0 0
N24 0 1.28 7117 1 8 0 0 0
N23 0 1.26 7010 0 8 0 0 0
N22 0 1.63 9083 29 15 3 0 0
N21 0 1.42 7931 0 9 0 0 0
N20 0 1.36 7597 0 19 3 0 0
N19 0 1.51 8412 0 11 2 0 0
N18 0 1.57 8767 0 11 1 0 0
N17 0 1.96 10947 8 22 1 0 0
N16 0 1.47 8222 3 15 10 0 0
N15 0 1.27 7090 1 8 0 0 0
N14B 0 1.80 10057 0 19 2 0 0
N14A 0 1.66 9271 9 15 18 0 0
N13 0 1.59 8864 1 8 0 0 0
N12 0 1.55 8657 0 7 0 0 0
N11 0 1.57 8763 0 15 2 0 0
N10 0 1.19 6623 0 7 0 0 0
N9 0 1.32 7354 0 7 0 0 0
N8 0 1.35 7557 0 6 0 0 0
N7 0 1.19 6641 1 23 1 0 0
N6 0 1.44 8044 5 18 1 0 0
N5 0 1.18 6610 1 12 1 0 0
N4 0 1.64 9145 1 9 0 0 0
N3 0 1.96 10944 0 9 0 0 0
N2 0 1.78 9942 0 9 0 0 0
N1 0 1.53 8535 10 18 2 0 0
Total number of iterations for all junctions.. 375071
Minimum number of possible iterations......... 267840
Efficiency of the simulation.................. 1.40
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 8.9254 0 15 0.0000 1.0746 1.0000 0.0000 0.0000 0.0000
N53 10.0000 8.7000 8.5259 0 15 0.0000 1.4741 1.0000 0.0000 0.0000 0.0000
N52 10.0000 7.2000 7.0352 0 16 0.0000 2.9648 1.0000 0.0000 0.0000 0.0000
N38 10.0000 6.4000 6.0998 0 18 0.0000 3.9002 1.0000 0.0000 0.0000 0.0000
N51 10.0000 5.0000 4.8239 0 15 0.0000 5.1761 1.0000 0.0000 0.0000 0.0000
N48 10.0000 5.0000 4.6618 0 15 0.0000 5.3382 1.0000 0.0000 0.0000 0.0000
N50 10.0000 5.9000 5.7665 0 16 0.0000 4.2335 1.0000 0.0000 0.0000 0.0000
N47 10.0000 5.0000 4.7117 0 15 0.0000 5.2883 1.0000 0.0000 0.0000 0.0000
N46 10.0000 4.4000 4.1216 0 16 0.0000 5.8784 1.0000 0.0000 0.0000 0.0000
N45 10.0000 3.9500 3.6648 0 16 0.0000 6.3352 1.0000 0.0000 0.0000 0.0000
N43 10.0000 9.4000 9.2236 0 15 0.0000 0.7764 1.0000 0.0000 0.0000 0.0000
N42 10.0000 7.5000 7.3314 0 15 0.0000 2.6686 1.0000 0.0000 0.0000 0.0000
N37 10.0000 7.4000 7.0738 0 15 0.0000 2.9262 1.0000 0.0000 0.0000 0.0000
N36 10.0000 6.1700 5.8685 0 16 0.0000 4.1315 1.0000 0.0000 0.0000 0.0000
N35 10.0000 5.6000 4.3764 0 16 0.0000 5.6236 1.0000 0.0000 0.0000 0.0000
N34 10.0000 4.5000 4.2721 0 16 0.0000 5.7279 1.0000 0.0000 0.0000 0.0000
N31 10.0000 7.8000 7.5267 0 15 0.0000 2.4733 1.0000 0.0000 0.0000 0.0000
N30 10.0000 6.0200 5.8793 0 15 0.0000 4.1207 1.0000 0.0000 0.0000 0.0000
N29 10.0000 6.8000 6.5612 0 15 0.0000 3.4388 1.0000 0.0000 0.0000 0.0000
N28 10.0000 8.7000 8.3878 0 15 0.0000 1.6122 1.0000 0.0000 0.0000 0.0000
N27 10.0000 7.1000 6.7429 0 15 0.0000 3.2571 1.0000 0.0000 0.0000 0.0000
N26 10.0000 6.9000 6.7457 0 15 0.0000 3.2543 1.0000 0.0000 0.0000 0.0000
N25 10.0000 5.2450 5.7217 0 16 0.4767 4.2783 1.0000 0.0000 0.0000 0.0000
N24 10.0000 3.3100 4.2094 0 17 0.8994 5.7906 1.0000 0.0000 0.0000 0.0000
N23 10.0000 5.0000 4.8383 0 12 0.0000 5.1617 1.0000 0.0000 0.0000 0.0000
N22 10.0000 3.9000 3.6551 0 17 0.0000 6.3449 1.0000 0.0000 0.0000 0.0000
N21 10.0000 3.5000 3.1765 0 17 0.0000 6.8235 1.0000 0.0000 0.0000 0.0000
N20 10.0000 7.3000 7.0373 0 15 0.0000 2.9627 1.0000 0.0000 0.0000 0.0000
N19 10.0000 6.4000 6.0945 0 15 0.0000 3.9055 1.0000 0.0000 0.0000 0.0000
N18 10.0000 3.5000 3.2476 0 16 0.0000 6.7524 1.0000 0.0000 0.0000 0.0000
N17 10.0000 3.4500 3.1764 0 17 0.0000 6.8236 1.0000 0.0000 0.0000 0.0000
N16 10.0000 2.4000 3.1790 0 17 0.7790 6.8210 1.0000 0.0000 0.0000 0.0000
N15 10.0000 2.0350 2.5040 0 21 0.4690 7.4960 1.0000 0.0000 0.0000 0.0000
N14B 10.0000 3.4900 3.1281 0 17 0.0000 6.8719 1.0000 0.0000 0.0000 0.0000
N14A 10.0000 3.3000 2.9267 0 18 0.0000 7.0733 1.0000 0.0000 0.0000 0.0000
N13 10.0000 3.5600 2.7164 0 18 0.0000 7.2836 1.0000 0.0000 0.0000 0.0000
N12 10.0000 3.3800 2.5740 0 19 0.0000 7.4260 1.0000 0.0000 0.0000 0.0000
N11 10.0000 3.3400 2.3704 0 20 0.0000 7.6296 1.0000 0.0000 0.0000 0.0000
N10 10.0000 4.9000 4.6225 0 15 0.0000 5.3775 1.0000 0.0000 0.0000 0.0000
N9 10.0000 3.9000 3.5309 0 15 0.0000 6.4691 1.0000 0.0000 0.0000 0.0000
N8 10.0000 3.4000 3.0545 0 15 0.0000 6.9455 1.0000 0.0000 0.0000 0.0000
N7 10.0000 5.3000 5.0390 0 15 0.0000 4.9610 1.0000 0.0000 0.0000 0.0000
N6 10.0000 4.8000 4.5779 0 15 0.0000 5.4221 1.0000 0.0000 0.0000 0.0000
N5 10.0000 4.6000 4.3316 0 15 0.0000 5.6684 1.0000 0.0000 0.0000 0.0000
N4 10.0000 3.2000 2.8791 0 15 0.0000 7.1209 1.0000 0.0000 0.0000 0.0000
N3 10.0000 3.1000 2.0377 0 21 0.0000 7.9623 1.0000 0.0000 0.0000 0.0000
N2 10.0000 3.0500 1.9987 0 21 0.0000 8.0013 1.0000 0.0000 0.0000 0.0000
N1 10.0000 2.9300 1.8820 0 21 0.0000 8.1180 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 0.1456 0 15 0.1999 0 13 0.0175 8.9254 7.0352 .1272 .1762
5047 2.8812 1.4600 200.0000 0.4646 0 16 0.5531 0 17 0.1613 5.7665 4.7117 .3324 .5584
5114b 3.5733 1.8108 200.0000 0.1053 0 15 0.4030 0 10 0.0295 4.8239 3.1281 .1196 .6407
4342 10.3858 1.3631 200.0000 0.1479 0 15 0.2030 0 15 0.0142 9.2236 7.3314 .1181 .1568
3736 14.9983 3.6090 400.0000 0.1625 0 15 0.7611 0 5 0.0108 7.0738 5.8793 .1845 .8981
3534 5.8173 1.4765 400.0000 1.5158 0 16 0.8861 0 16 0.2606 4.3764 4.2721 .4411 .4303
3422 6.0122 1.5213 400.0000 1.5073 0 16 0.7427 0 15 0.2507 4.2721 3.6551 .4303 .6377
3130 13.5508 2.2744 300.0000 0.2445 0 15 0.4047 0 8 0.0180 7.5267 5.8793 .0892 .5975
3024 0.4621 2.9058 450.0000 0.4503 0 35 2.9634 0 35 0.9744 5.8793 4.2094 3.731 2.998
3036 6.7857 1.4251 400.0000 1.1417 0 15 0.4034 0 15 0.1683 5.8793 5.8685 .6481 .8713
2827 15.5945 3.7524 400.0000 0.2813 0 15 1.0990 0 15 0.0180 8.3878 6.7871 .2194 .2178
2726 18.5574 3.1124 300.0000 0.5636 0 14 0.2314 0 6 0.0304 6.7429 6.7457 .1429 .8189
2629 2.4524 0.5150 400.0000 0.5662 0 15 0.4006 0 15 0.2309 6.7457 6.5612 .6142 .4029
2930 11.6053 2.4373 400.0000 1.0007 0 15 0.9702 0 9 0.0862 6.5612 5.8793 .4029 .6481
2725 0.2218 2.0080 375.0000 0.2604 0 5 2.4023 0 4 1.1743 6.7429 5.7217 3.714 2.271
2524 0.2779 2.5163 375.0000 0.2531 0 5 2.4513 0 4 0.9106 5.7217 4.2094 2.271 3.598
2422 0.8401 2.9711 600.0000 0.6609 0 35 2.3323 0 35 0.7868 4.2094 3.6551 2.699 2.991
L575 4.4056 1.1111 300.0000 0.5038 0 13 0.5431 0 13 0.1144 4.8383 3.6551 .4610 .8502
2117 10.3655 2.0976 500.0000 0.2331 0 13 0.4696 0 9 0.0225 3.1765 3.1764 .3529 .4529
1714B 8.1188 0.9553 500.0000 2.1058 0 17 0.5155 0 17 0.2594 3.1764 3.1281 .6529 .6563
1716 3.1532 3.6415 1050.000 2.0614 0 11 2.3722 0 12 0.6538 3.1764 3.1790 1.358 1.741
1615 0.7725 1.7486 750.0000 1.2171 0 12 2.7386 0 12 1.5756 3.1801 2.5035 2.453 1.724
1614A 0.7872 1.7819 750.0000 0.8486 0 11 1.9138 0 11 1.0781 3.1801 2.9267 2.040 1.768
4514B 28.0567 3.5017 450.0000 1.0569 0 16 0.9472 0 8 0.0377 3.6648 3.1281 .3662 .6181
4515 0.1942 2.7467 300.0000 0.1742 0 44 2.4353 0 44 0.8972 3.6648 2.5035 3.882 4.311
1502 0.6052 1.1322 825.0000 1.3672 0 12 2.7087 0 10 2.2590 2.5040 1.9987 1.568 1.149
14A13 16.6072 0.8411 1700.000 -3.7427 0 18 -0.6228 0 18 -0.2254 2.9267 2.7164 .6274 .6567
1312 15.7543 0.6101 1400.000 3.7345 0 18 0.5737 0 17 0.2370 2.7164 2.5740 .6117 .6386
1211 22.0747 0.6694 1700.000 3.5341 0 19 0.3766 0 18 0.1601 2.5740 2.3704 .5259 .6061
1103 34.9730 0.7240 2000.000 3.7766 0 21 0.4321 0 21 0.1080 2.3704 2.0377 .5152 .4688
0912 7.4604 1.8954 400.0000 0.1091 0 15 0.0615 0 14 0.0146 3.5309 2.5740 .0773 1.435 *
0908 0.1628 1.4741 375.0000 0.1334 0 7 1.1953 0 7 0.8197 3.5309 3.0545 2.749 2.811
0811 6.0914 1.5476 400.0000 0.2282 0 15 0.4103 0 12 0.0375 3.0545 2.3704 .1361 .9261
0804 0.2208 1.3886 450.0000 0.2369 0 6 1.4798 0 6 1.0725 3.0545 2.8791 2.343 2.620
0201 142.3584 2.9703 2000.000 6.1239 0 21 1.3704 0 37 0.0430 1.9987 1.8820 .4743 .4760
5248 8.1651 1.4277 200.0000 0.2447 0 16 0.3540 0 17 0.0300 7.0352 4.8271 .1762 .1357
4845 2.5500 1.2922 200.0000 0.3643 0 15 0.3430 0 15 0.1429 4.6618 3.6648 .3090 .8239
4250 11.5986 1.2184 200.0000 0.3261 0 15 0.1754 0 13 0.0281 7.3314 5.7665 .1568 .3324
5338 8.7547 1.3127 200.0000 0.1610 0 15 0.1050 0 9 0.0184 8.5259 6.0998 .1296 .4990
3851 5.0145 1.3130 200.0000 0.0000 0 0 0.0000 0 0 0.0000 6.0998 4.8239 .0000 .0000
4746o 17.3588 2.8540 400.0000 0.4757 0 15 1.0462 0 15 0.0274 4.7117 4.1216 .2792 .3040
4746u 0.1498 2.1194 300.0000 0.1018 0 11 1.4174 0 11 0.6798 4.7117 4.1216 3.705 3.738
4645o 15.8729 2.3953 400.0000 0.4716 0 16 0.5985 0 16 0.0297 4.1216 3.6648 .3040 .4119
4645u 0.1105 1.5637 300.0000 0.0989 0 12 1.3760 0 12 0.8951 4.1216 3.6648 3.738 3.882
3836o 9.9729 2.0945 400.0000 0.2355 0 18 0.1321 0 19 0.0236 6.0998 5.8685 .2495 .8713
3635o 35.6736 2.3986 400.0000 1.4862 0 16 0.6761 0 16 0.0417 5.8685 5.2945 .2463 .2363
2217o 14.0423 2.7133 500.0000 1.4317 0 17 1.0378 0 30 0.1020 3.6551 3.2020 .5101 .5041
2217u 0.6241 1.4127 750.0000 1.0374 0 35 2.3369 0 35 1.6622 3.6551 3.1764 2.393 1.901
2019o 11.6942 3.9474 300.0000 0.3710 0 15 0.7710 0 11 0.0317 7.0373 6.0945 .1243 .3148
2019u 0.6375 4.0085 450.0000 0.4212 0 21 2.6332 0 21 0.6606 7.0373 6.0945 2.305 3.543
1918o 18.5045 3.0423 400.0000 0.3163 0 15 0.2702 0 15 0.0171 6.0944 3.2476 .2361 .6189
1918u 0.9440 3.3387 600.0000 0.8522 0 14 2.9865 0 14 0.9028 6.0944 3.2476 2.657 2.245
1817o 9.1593 1.0777 500.0000 1.0912 0 16 0.5804 0 14 0.1191 3.2476 3.1764 .4951 .4529
1817u 0.5070 1.7932 600.0000 0.6206 0 6 2.1860 0 6 1.2240 3.2476 3.1764 2.245 2.377
1009o 8.3091 2.9838 300.0000 0.0659 0 15 0.4450 0 15 0.0079 4.6225 3.5309 .0749 .1030
1009u 0.2415 2.1864 375.0000 0.1841 0 13 1.6487 0 13 0.7623 4.6225 3.5309 2.726 2.749
0706o 7.2322 2.5999 300.0000 0.1412 0 15 0.4026 0 6 0.0195 5.0390 4.5779 .1298 .2597
0706u 0.1248 1.7661 300.0000 0.0887 0 6 1.2358 0 6 0.7103 5.0390 4.5779 3.463 3.593
0604o 9.6606 3.5620 300.0000 0.6348 0 15 1.1792 0 15 0.0657 4.5779 2.8791 .2597 .2636
0604u 0.3116 2.8210 375.0000 0.3055 0 30 2.7460 0 30 0.9805 4.5779 2.8791 2.874 3.144
0504o 8.6316 3.1323 300.0000 0.1182 0 15 0.5042 0 10 0.0137 4.3316 2.8791 .1055 .2636
0504u 0.1541 2.1802 300.0000 0.1351 0 7 1.8864 0 7 0.8769 4.3316 2.8791 3.438 3.930
0403o 9.0589 2.2976 400.0000 0.5802 0 15 0.7851 0 15 0.0640 2.8791 2.0707 .1977 .1768
0403u 1.9283 4.3647 750.0000 1.1873 0 9 2.8699 0 8 0.6157 2.8791 2.0377 1.572 1.250
0302o 2.9365 0.3242 300.0000 3.0542 0 21 0.6641 0 18 1.0401 2.0377 1.9987 .7256 .6289
0302u 3.2556 3.6173 600.0000 0.7572 0 33 0.8401 0 33 0.2326 2.0377 1.9987 1.562 1.581
14a14bo 75.9084 3.3944 500.0000 3.0841 0 17 0.3965 0 11 0.0406 3.1281 2.9267 .2763 .8533
14a14bu 0.1368 1.9347 300.0000 0.1449 0 39 2.0237 0 39 1.0593 3.1281 2.9267 4.427 4.422
FREE # 1 Undefnd Undefnd Undefn 6.1789 0 21
*==================================================*
| 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 0.0211 0.7352 0.0060
5047 1.9667 29.1111 0.0000 328.9222 0.0850 0.8495 0.0484
5114b 2.5208 25.6667 0.0000 331.8125 0.0666 0.6681 0.0114
4342 0.1667 359.8333 0.0000 0.0000 0.0183 0.7296 0.0056
3736 0.1667 42.1667 0.0000 317.6667 0.1247 1.6942 0.0422
3534 2.2500 357.7500 0.0000 0.0000 0.1686 1.7116 0.1541
3422 2.2500 27.0278 0.0000 330.7222 0.2004 2.0520 0.1561
3130 0.1667 38.1389 0.0000 321.6944 0.0937 1.8845 0.0133
3024 0.1667 30.3690 0.0000 329.4643 0.1304 0.1639 3.4360
3036 4.8750 38.8889 316.2361 0.0000 0.1557 2.8311 0.1225
2827 0.1667 0.0000 0.0000 359.8333 0.0430 0.2562 0.0960
2726 333.8750 26.1250 0.0000 0.0000 0.1316 2.6629 0.0305
2629 0.2500 359.7500 0.0000 0.0000 0.1072 1.4144 0.0814
2930 0.2500 38.0972 0.0000 321.6528 0.1063 1.4021 0.1502
2725 0.1667 359.8333 0.0000 0.0000 0.1126 0.1139 2.1551
2524 0.1667 42.9762 0.0000 316.8571 0.1118 0.1145 2.1014
2422 1.0208 358.9792 0.0000 0.0000 0.1744 0.2907 3.4607
L575 0.1667 23.2222 0.0000 336.6111 0.1000 1.7238 0.0736
2117 1.4444 25.0278 0.0000 333.5278 0.1916 1.9558 0.0241
1714B 325.8889 26.8056 7.3056 0.0000 0.1725 4.0873 0.1686
1716 0.1667 357.8750 0.0000 1.9583 0.2938 0.8902 3.6225
1615 0.1667 359.8333 0.0000 0.0000 0.2281 0.4536 4.0657
1614A 2.5833 48.2083 309.2083 0.0000 0.2281 0.4619 2.3278
4514B 318.1944 32.1944 0.0000 9.6111 0.0990 2.2140 0.1071
4515 0.1667 359.8333 0.0000 0.0000 0.0909 0.0728 2.5029
1502 0.1667 359.8333 0.0000 0.0000 0.2378 0.5472 2.6317
14A13 108.4583 251.5417 0.0000 0.0000 0.3754 6.0109 0.6796
1312 108.5417 251.4583 0.0000 0.0000 0.3202 6.9501 0.4814
1211 3.3611 356.6389 0.0000 0.0000 0.4789 9.4952 0.3587
1103 0.1667 359.8333 0.0000 0.0000 0.3479 8.7413 0.4247
0912 346.7444 13.2556 0.0000 0.0000 0.1839 1.9377 0.0125
0908 0.1667 359.8333 0.0000 0.0000 0.1049 0.1136 1.2330
0811 340.5347 14.6944 0.0000 4.7708 0.1716 1.7966 0.0246
0804 0.1667 359.8333 0.0000 0.0000 0.1302 0.1640 1.3340
0201 0.1667 359.8333 0.0000 0.0000 0.3533 7.3365 0.8699
5248 0.1667 0.0000 0.0000 359.8333 0.0232 0.6934 0.0110
4845 2.3750 41.7083 0.0000 315.9167 0.1055 1.0637 0.0388
4250 0.1667 358.0333 0.0000 1.8000 0.0379 1.8931 0.0084
5338 0.1667 358.0500 0.0000 1.7833 0.0492 1.7212 0.0058
3851 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
4746o 330.3889 26.4722 0.0000 3.1389 0.0581 0.4586 0.1210
4746u 0.1667 359.8333 0.0000 0.0000 0.0839 0.0729 1.5743
4645o 329.7431 30.2569 0.0000 0.0000 0.0598 0.7881 0.0857
4645u 0.1667 359.8333 0.0000 0.0000 0.0839 0.0728 1.5601
3836o 1.9667 358.0333 0.0000 0.0000 0.1105 1.8613 0.0288
3635o 329.1667 0.0000 0.0000 30.8333 0.0526 2.1982 0.0653
2217o 332.8333 3.5833 0.0000 23.5833 0.0983 1.4870 0.2448
2217u 0.1667 359.8333 0.0000 0.0000 0.2160 0.4627 3.4399
2019o 347.5000 9.3611 0.0000 3.1389 0.0617 0.6141 0.0394
2019u 0.1667 359.8333 0.0000 0.0000 0.1350 0.1660 2.4965
1918o 349.3611 10.6389 0.0000 0.0000 0.0715 1.2004 0.0454
1918u 0.1667 359.8333 0.0000 0.0000 0.1679 0.2912 4.3853
1817o 331.6389 19.0556 0.0000 9.3056 0.1001 2.0868 0.1255
1817u 0.1667 359.8333 0.0000 0.0000 0.1822 0.2960 2.1670
1009o 351.8056 8.1944 0.0000 0.0000 0.0234 0.1482 0.0118
1009u 0.1667 359.8333 0.0000 0.0000 0.1087 0.1139 1.6913
0706o 338.8667 20.5556 0.0000 0.5778 0.0460 0.3687 0.0224
0706u 0.1667 359.8333 0.0000 0.0000 0.0903 0.0727 1.2544
0604o 335.0556 2.9833 0.0000 21.9611 0.0615 0.5400 0.0922
0604u 0.1667 359.8333 0.0000 0.0000 0.1049 0.1135 2.7101
0504o 347.3611 9.9444 0.0000 2.6944 0.0431 0.3457 0.0189
0504u 0.1667 359.8333 0.0000 0.0000 0.0839 0.0730 1.8693
0403o 348.7500 1.1667 0.0000 10.0833 0.0742 0.7390 0.0588
0403u 0.1667 359.8333 0.0000 0.0000 0.2196 0.4610 2.5409
0302o 336.0903 14.4444 0.0000 9.4653 0.1357 4.6810 0.1325
0302u 0.1667 359.8333 0.0000 0.0000 0.3110 0.9868 0.6720
14a14bo 332.8333 25.7014 0.0000 1.4653 0.1824 9.7886 0.0891
14a14bu 2.5208 357.4792 0.0000 0.0000 0.0840 0.0727 1.8977
*===========================================*
| 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 0.0077 165.6430 0.0004 0.9989 0.1692 0.0047 0.1412 4.0314
5047 0.0293 633.2449 0.0013 0.9846 1.0422 0.0155 0.1539 0.0350
5114b 0.0049 104.9329 0.0003 0.9799 0.9551 0.0090 0.0899 0.0350
4342 0.0075 161.9623 0.0004 0.9989 0.1985 0.0038 0.1262 4.0314
3736 0.0079 170.6858 0.0004 0.9989 0.9295 0.0254 0.3210 1.7917
3534 0.0457 986.6541 0.0036 0.9821 0.2308 0.0183 0.1834 0.0350
3422 0.0461 996.0641 0.0036 0.9821 0.4423 0.0234 0.2363 0.0450
3130 0.0119 257.8044 0.0006 0.9989 0.8449 0.0162 0.3247 3.1356
3024 0.0567 1224.3287 0.0015 0.9989 1.4155 0.0515 0.0524 1.1646
3036 0.0138 297.8438 0.0043 0.9688 0.0168 0.0557 0.6812 0.0205
2827 0.0134 288.5179 0.0007 0.9989 1.2950 0.0090 0.0360 1.7917
2726 0.0162 349.5653 0.0014 0.1796 0.0503 0.0352 0.2984 0.0200
2629 0.0190 409.4506 0.0013 0.9989 0.1765 0.0220 0.1556 3.1356
2930 0.0410 885.3391 0.0023 0.9989 0.6749 0.0234 0.2124 1.7917
2725 0.0208 448.8900 0.0007 0.9989 1.1785 0.0319 0.0275 1.1646
2524 0.0205 443.6611 0.0007 0.9961 1.6294 0.0307 0.0267 0.0577
2422 0.0775 1673.9116 0.0026 0.9946 0.8402 0.0682 0.0908 0.0153
L575 0.0204 441.2878 0.0013 0.9989 0.5539 0.0169 0.2018 4.0314
2117 0.0115 248.5898 0.0009 0.9901 0.8452 0.0227 0.2290 0.0200
1714B 0.0481 1038.6023 0.0062 0.2306 0.0232 0.0248 0.4990 0.0210
1716 0.2025 4374.8971 0.0075 0.9989 1.0083 0.0986 0.2367 See the original
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