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e1y30m.out
From the archive XPXtrm.zip, inside Further information re: stormwater modelling - REC17/0011. File date in the archive: 2017-10-09 20:33.
was.. 1903001 0.0000 hours
Start date/time of the simulation was.. 1903001 0.0000 hours
Same date/time found in interface file and model
*===================================================*
| XP Note Field Summary |
*===================================================*
*=================================*
| Conduit Convergence Criteria |
*=================================*
Conduit Full Conduit
Name Flow Slope
----------------- ---------- ----------
5453 8.2971 0.0288
5047 2.8812 0.0234
5114b 3.5733 0.0360
4342 10.3858 0.0345
3736 14.9983 0.0296
3534 5.8173 0.0100
3422 6.0122 0.0175
3130 13.5508 0.0327
3024 0.4621 0.0263
3036 6.7857 0.0056
2827 15.5945 0.0320
2726 18.5574 0.0200
2629 2.4524 0.0022
2930 11.6053 0.0163
2725 0.2218 0.0160
2524 0.2779 0.0251
2422 0.8401 0.0187
L575 4.4056 0.0217
2117 10.3655 0.0050
1714B 8.1188 0.0018
1716 3.1532 0.0133
1615 0.7725 0.0048
1614A 0.7872 0.0050
4514B 28.0567 0.0271
4515 0.1942 0.0403
1502 0.6052 0.0018
14A13 16.6072 0.0260
1312 15.7543 0.0129
1211 22.0747 0.0092
1103 34.9730 0.0069
0912 7.4604 0.0273
0908 0.1628 0.0100
0811 6.0914 0.0182
0804 0.2208 0.0060
0201 142.3584 0.0120
5248 8.1651 0.0379
4845 2.5500 0.0183
4250 11.5986 0.0276
5338 8.7547 0.0321
3851 5.0145 0.0321
4746o 17.3588 0.0240
4746u 0.1498 0.0240
4645o 15.8729 0.0152
4645u 0.1105 0.0152
3836o 9.9729 0.0120
3635o 35.6736 0.0285
2217o 14.0423 0.0129
2217u 0.6241 0.0031
2019o 11.6942 0.0333
2019u 0.6375 0.0500
1918o 18.5045 0.0273
1918u 0.9440 0.0236
1817o 9.1593 0.0023
1817u 0.5070 0.0068
1009o 8.3091 0.0220
1009u 0.2415 0.0220
0706o 7.2322 0.0167
0706u 0.1248 0.0167
0604o 9.6606 0.0298
0604u 0.3116 0.0316
0504o 8.6316 0.0238
0504u 0.1541 0.0254
0403o 9.0589 0.0400
0403u 1.9283 0.0300
0302o 2.9365 0.0010
0302u 3.2556 0.0050
14a14bo 75.9084 0.0490
14a14bu 0.1368 0.0200
*=================================*
| Initial Model Condition |
| Initial Time = 0.00 hours |
*=================================*
Junction / Depth / Elevation ===> "*" Junction is Surcharged.
N54/ 0.00 / 8.90 N53/ 0.00 / 8.50 N52/ 0.00 / 7.00
N38/ 0.00 / 5.00 N51/ 0.00 / 3.80 N48/ 0.00 / 3.60
N50/ 0.00 / 4.70 N47/ 0.00 / 3.60 N46/ 0.00 / 3.00
N45/ 0.00 / 2.50 N43/ 0.00 / 9.20 N42/ 0.00 / 7.30
N37/ 0.00 / 7.00 N36/ 0.00 / 4.47 N35/ 0.00 / 3.20
N34/ 0.00 / 4.10 N31/ 0.00 / 7.50 N30/ 0.00 / 4.20
N29/ 0.00 / 6.40 N28/ 0.00 / 8.30 N27/ 0.00 / 5.35
N26/ 0.00 / 6.50 N25/ 0.00 / 4.87 N24/ 0.00 / 2.59
N23/ 0.00 / 4.70 N22/ 0.00 / 1.86 N21/ 0.00 / 2.00
N20/ 0.00 / 6.00 N19/ 0.00 / 4.50 N18/ 0.00 / 1.90
N17/ 0.00 / 1.75 N16/ 0.00 / 1.34 N15/ 0.00 / 1.21
N14B/ 0.00 / 1.80 N14A/ 0.05 / 1.65 N13/ 0.00 / 1.86
N12/ 0.00 / 1.68 N11/ 0.00 / 1.34 N10/ 0.00 / 3.60
N9/ 0.00 / 2.50 N8/ 0.00 / 2.00 N7/ 0.00 / 4.00
N6/ 0.00 / 3.50 N5/ 0.00 / 3.30 N4/ 0.00 / 1.70
N3/ 0.00 / 1.10 N2/ 0.00 / 1.05 N1/ 0.00 / 0.93
Conduit/ FLOW ===> "*" Conduit uses the normal flow option.
5453/ 0.00 5047/ 0.00 5114b/ 0.00
4342/ 0.00 3736/ 0.00 3534/ 0.00
3422/ 0.00 3130/ 0.00 3024/ 0.00
3036/ 0.00 2827/ 0.00 2726/ 0.00
2629/ 0.00 2930/ 0.00 2725/ 0.00
2524/ 0.00 2422/ 0.00 L575/ 0.00
2117/ 0.00 1714B/ 0.00 1716/ 0.00
1615/ 0.00 1614A/ 0.00 4514B/ 0.00
4515/ 0.00 1502/ 0.00 14A13/ 0.00
1312/ 0.00 1211/ 0.00 1103/ 0.00
0912/ 0.00 0908/ 0.00 0811/ 0.00
0804/ 0.00 0201/ 0.00 5248/ 0.00
4845/ 0.00 4250/ 0.00 5338/ 0.00
3851/ 0.00 4746o/ 0.00 4746u/ 0.00
4645o/ 0.00 4645u/ 0.00 3836o/ 0.00
3635o/ 0.00 2217o/ 0.00 2217u/ 0.00
2019o/ 0.00 2019u/ 0.00 1918o/ 0.00
1918u/ 0.00 1817o/ 0.00 1817u/ 0.00
1009o/ 0.00 1009u/ 0.00 0706o/ 0.00
0706u/ 0.00 0604o/ 0.00 0604u/ 0.00
0504o/ 0.00 0504u/ 0.00 0403o/ 0.00
0403u/ 0.00 0302o/ 0.00 0302u/ 0.00
14a14bo/ 0.00 14a14bu/ 0.00 FREE # 1/ 0.00
Conduit/ Velocity
5453/ 0.00 5047/ 0.00 5114b/ 0.00
4342/ 0.00 3736/ 0.00 3534/ 0.00
3422/ 0.00 3130/ 0.00 3024/ 0.00
3036/ 0.00 2827/ 0.00 2726/ 0.00
2629/ 0.00 2930/ 0.00 2725/ 0.00
2524/ 0.00 2422/ 0.00 L575/ 0.00
2117/ 0.00 1714B/ 0.00 1716/ 0.00
1615/ 0.00 1614A/ 0.00 4514B/ 0.00
4515/ 0.00 1502/ 0.00 14A13/ 0.00
1312/ 0.00 1211/ 0.00 1103/ 0.00
0912/ 0.00 0908/ 0.00 0811/ 0.00
0804/ 0.00 0201/ 0.00 5248/ 0.00
4845/ 0.00 4250/ 0.00 5338/ 0.00
3851/ 0.00 4746o/ 0.00 4746u/ 0.00
4645o/ 0.00 4645u/ 0.00 3836o/ 0.00
3635o/ 0.00 2217o/ 0.00 2217u/ 0.00
2019o/ 0.00 2019u/ 0.00 1918o/ 0.00
1918u/ 0.00 1817o/ 0.00 1817u/ 0.00
1009o/ 0.00 1009u/ 0.00 0706o/ 0.00
0706u/ 0.00 0604o/ 0.00 0604u/ 0.00
0504o/ 0.00 0504u/ 0.00 0403o/ 0.00
0403u/ 0.00 0302o/ 0.00 0302u/ 0.00
14a14bo/ 0.00 14a14bu/ 0.00
Conduit/ Cross Sectional Area
5453/ 0.00 5047/ 0.00 5114b/ 0.00
4342/ 0.00 3736/ 0.00 3534/ 0.00
3422/ 0.00 3130/ 0.00 3024/ 0.00
3036/ 0.00 2827/ 0.00 2726/ 0.00
2629/ 0.00 2930/ 0.00 2725/ 0.00
2524/ 0.00 2422/ 0.00 L575/ 0.00
2117/ 0.00 1714B/ 0.00 1716/ 0.00
1615/ 0.00 1614A/ 0.00 4514B/ 0.00
4515/ 0.00 1502/ 0.00 14A13/ 0.01
1312/ 0.00 1211/ 0.00 1103/ 0.00
0912/ 0.00 0908/ 0.00 0811/ 0.00
0804/ 0.00 0201/ 0.00 5248/ 0.00
4845/ 0.00 4250/ 0.00 5338/ 0.00
3851/ 0.00 4746o/ 0.00 4746u/ 0.00
4645o/ 0.00 4645u/ 0.00 3836o/ 0.00
3635o/ 0.00 2217o/ 0.00 2217u/ 0.00
2019o/ 0.00 2019u/ 0.00 1918o/ 0.00
1918u/ 0.00 1817o/ 0.00 1817u/ 0.00
1009o/ 0.00 1009u/ 0.00 0706o/ 0.00
0706u/ 0.00 0604o/ 0.00 0604u/ 0.00
0504o/ 0.00 0504u/ 0.00 0403o/ 0.00
0403u/ 0.00 0302o/ 0.00 0302u/ 0.00
14a14bo/ 0.00 14a14bu/ 0.00
Conduit/ Hydraulic Radius
5453/ 0.00 5047/ 0.00 5114b/ 0.00
4342/ 0.00 3736/ 0.00 3534/ 0.00
3422/ 0.00 3130/ 0.00 3024/ 0.00
3036/ 0.00 2827/ 0.00 2726/ 0.00
2629/ 0.00 2930/ 0.00 2725/ 0.00
2524/ 0.00 2422/ 0.00 L575/ 0.00
2117/ 0.00 1714B/ 0.00 1716/ 0.00
1615/ 0.00 1614A/ 0.03 4514B/ 0.00
4515/ 0.00 1502/ 0.00 14A13/ 0.02
1312/ 0.00 1211/ 0.00 1103/ 0.00
0912/ 0.00 0908/ 0.00 0811/ 0.00
0804/ 0.00 0201/ 0.00 5248/ 0.00
4845/ 0.00 4250/ 0.00 5338/ 0.00
3851/ 0.00 4746o/ 0.00 4746u/ 0.00
4645o/ 0.00 4645u/ 0.00 3836o/ 0.00
3635o/ 0.00 2217o/ 0.00 2217u/ 0.00
2019o/ 0.00 2019u/ 0.00 1918o/ 0.00
1918u/ 0.00 1817o/ 0.00 1817u/ 0.00
1009o/ 0.00 1009u/ 0.00 0706o/ 0.00
0706u/ 0.00 0604o/ 0.00 0604u/ 0.00
0504o/ 0.00 0504u/ 0.00 0403o/ 0.00
0403u/ 0.00 0302o/ 0.00 0302u/ 0.00
14a14bo/ 0.00 14a14bu/ 0.02
Conduit/ Upstream/ Downstream Elevation
5453/ 7.00/ 7.00 5047/ 3.60/ 3.60 5114b/ 1.80/ 1.80
4342/ 7.30/ 7.30 3736/ 4.20/ 4.20 3534/ 4.10/ 4.10
3422/ 1.86/ 1.86 3130/ 4.20/ 4.20 3024/ 2.59/ 2.59
3036/ 4.47/ 4.47 2827/ 5.35/ 5.35 2726/ 6.50/ 6.50
2629/ 6.40/ 6.40 2930/ 4.20/ 4.20 2725/ 4.87/ 4.87
2524/ 2.59/ 2.59 2422/ 1.86/ 1.86 L575/ 1.86/ 1.86
2117/ 1.75/ 1.75 1714B/ 1.80/ 1.80 1716/ 1.34/ 1.34
1615/ 1.21/ 1.21 1614A/ 1.65/ 1.65 4514B/ 1.80/ 1.80
4515/ 1.21/ 1.21 1502/ 1.05/ 1.05 14A13/ 1.86/ 1.65
1312/ 1.68/ 1.68 1211/ 1.34/ 1.34 1103/ 1.10/ 1.10
0912/ 1.68/ 1.68 0908/ 2.00/ 2.00 0811/ 1.34/ 1.34
0804/ 1.70/ 1.70 0201/ 0.93/ 0.93 5248/ 3.60/ 3.60
4845/ 2.50/ 2.50 4250/ 4.70/ 4.70 5338/ 5.00/ 5.00
3851/ 3.80/ 3.80 4746o/ 3.00/ 3.00 4746u/ 3.00/ 3.00
4645o/ 2.50/ 2.50 4645u/ 2.50/ 2.50 3836o/ 4.47/ 4.47
3635o/ 3.20/ 3.20 2217o/ 1.75/ 1.75 2217u/ 1.75/ 1.75
2019o/ 4.50/ 4.50 2019u/ 4.50/ 4.50 1918o/ 1.90/ 1.90
1918u/ 1.90/ 1.90 1817o/ 1.75/ 1.75 1817u/ 1.75/ 1.75
1009o/ 2.50/ 2.50 1009u/ 2.50/ 2.50 0706o/ 3.50/ 3.50
0706u/ 3.50/ 3.50 0604o/ 1.70/ 1.70 0604u/ 1.70/ 1.70
0504o/ 1.70/ 1.70 0504u/ 1.70/ 1.70 0403o/ 1.10/ 1.10
0403u/ 1.10/ 1.10 0302o/ 1.05/ 1.05 0302u/ 1.05/ 1.05
14a14bo/ 1.65/ 1.65 14a14bu/ 1.80/ 1.65
*===================================================*
| Table E5 - Junction Time Limitation Summary |
| (0.10 or 0.25)* Depth * Area |
| Time step = ------------------------------ |
| Sum of Flow |
*===================================================*
| The time this junction was the limiting junction |
| is listed in the third column. |
*===================================================*
Junction Time(.10) Time(.25) Time(sec)
----------------- --------- --------- ---------
N54 50.0000 50.0000 70.0000
N53 50.0000 50.0000 0.0000
N52 50.0000 50.0000 0.0000
N38 2.2549 5.6372 5.0000
N51 2.9695 7.4238 365.0000
N48 2.6173 6.5434 30.0000
N50 2.2039 5.5097 45.0000
N47 5.8266 14.5665 0.0000
N46 2.2984 5.7459 19320.0000
N45 0.7833 1.9583 20.0000
N43 50.0000 50.0000 0.0000
N42 50.0000 50.0000 0.0000
N37 50.0000 50.0000 0.0000
N36 1.8461 4.6154 15.0000
N35 3.2314 8.0784 0.0000
N34 50.0000 50.0000 0.0000
N31 43.8187 50.0000 0.0000
N30 0.2625 0.6563 85.0000
N29 50.0000 50.0000 0.0000
N28 39.3732 50.0000 0.0000
N27 2.0932 5.2330 200.0000
N26 50.0000 50.0000 0.0000
N25 3.1292 7.8231 5.0000
N24 0.8812 2.2029 605.0000
N23 15.8414 39.6034 0.0000
N22 4.8535 12.1337 0.0000
N21 1.6884 4.2210 100.0000
N20 25.7826 50.0000 0.0000
N19 28.1621 50.0000 0.0000
N18 2.2930 5.7324 45.0000
N17 17.5061 43.7652 0.0000
N16 6.7749 16.9372 0.0000
N15 15.1358 37.8395 0.0000
N14B 0.8738 2.1845 605.0000
N14A 13.6421 34.1052 0.0000
N13 50.0000 50.0000 0.0000
N12 37.2568 50.0000 0.0000
N11 37.4909 50.0000 0.0000
N10 30.5249 50.0000 0.0000
N9 24.1212 50.0000 0.0000
N8 12.6640 31.6600 0.0000
N7 1.5537 3.8841 70.0000
N6 1.1004 2.7511 15.0000
N5 24.5556 50.0000 0.0000
N4 28.5742 50.0000 0.0000
N3 41.8624 50.0000 0.0000
N2 41.4124 50.0000 0.0000
N1 50.0000 50.0000 0.0000
The junction requiring the smallest time step was...N46
*==========================================================*
| Table E5a - Conduit Explicit Condition Summary |
| Courant = Conduit Length |
| Time step = -------------------------------- |
| Velocity + sqrt(g*depth) |
| |
| Conduit Implicit Condition Summary |
| Courant = Conduit Length |
| Time step = -------------------------------- |
| Velocity |
*==========================================================*
| The 3rd column is the Explicit time step times the |
| minimum courant time step factor |
| |
| Minimum Conduit Time Step in seconds in the 4th column |
| in the list. Maximum possible is 10 * maximum time step |
| |
| The 5th column is the maximum change at any time step |
| during the simulation. The 6th column is the wobble |
| value which is an indicator of the flow stability. |
| |
| You should use this section to find those conduits that |
| are slowing your model down. Use modify conduits to |
| alter the length of the slow conduits to make your |
| simulation faster, or change the conduit name to |
| "CHME?????" where ????? are any characters, this will |
| lengthen the conduit based on the model time step, |
| not the value listed in modify conduits. |
*==========================================================*
Conduit Time(exp) Expl*Cmin Time(imp) Time(min) Max Qchange Wobble Type of Soln
-------------- --------- --------- --------- --------- ----------- ------- ------------
5453 50.0000 50.0000 50.0000 6.0833 0.0007 0.0119 Normal Soln
5047 47.7659 47.7659 50.0000 0.0000 -0.0014 0.0961 Normal Soln
5114b 50.0000 50.0000 50.0000 0.0000 0.0117 0.0250 Normal Soln
4342 50.0000 50.0000 50.0000 0.0000 0.0007 0.0103 Normal Soln
3736 40.8666 40.8666 50.0000 0.0000 0.0010 0.0091 Normal Soln
3534 17.8898 17.8898 50.0000 0.0000 0.0071 0.0101 Normal Soln
3422 50.0000 50.0000 50.0000 0.0000 0.0003 0.0074 Normal Soln
3130 50.0000 50.0000 50.0000 0.0000 0.0012 0.0155 Normal Soln
3024 7.8518 7.8518 18.1257 0.0000 -0.0063 2.0256 Normal Soln
3036 17.9378 17.9378 50.0000 0.0000 -0.0102 0.0306 Normal Soln
2827 34.8282 34.8282 50.0000 0.0000 0.0015 0.0149 Normal Soln
2726 11.8242 11.8242 50.0000 0.0000 0.0032 0.0079 Normal Soln
2629 50.0000 50.0000 50.0000 0.0000 0.0008 0.0269 Normal Soln
2930 33.7197 33.7197 50.0000 0.0000 0.0023 0.0336 Normal Soln
2725 5.0137 5.0137 12.8043 0.0000 0.0035 2.3847 Normal Soln
2524 16.5255 16.5255 32.6282 0.0000 -0.0033 1.9715 Normal Soln
2422 7.1107 7.1107 16.9301 0.0000 0.0236 1.6294 Normal Soln
L575 50.0000 50.0000 50.0000 0.0000 0.0026 0.0820 Normal Soln
2117 11.1342 11.1342 27.4463 0.0000 0.0039 0.0309 Normal Soln
1714B 29.1870 29.1870 50.0000 0.0000 -0.0010 0.0170 Normal Soln
1716 5.2380 5.2380 13.8413 0.0000 0.0162 1.0180 Normal Soln
1615 4.5251 4.5251 11.5759 0.0000 0.0125 2.6955 Normal Soln
1614A 2.2457 2.2457 7.9126 3.6667 0.0087 1.7189 Normal Soln
4514B 15.5232 15.5232 25.8514 0.0000 0.0023 0.0136 Normal Soln
4515 5.6320 5.6320 12.6946 0.0000 0.0069 1.9806 Normal Soln
1502 16.1293 16.1293 35.6982 0.0000 0.0164 3.9743 Normal Soln
14A13 4.6146 4.6146 27.3636 0.0000 -0.0087 0.0848 Normal Soln
1312 7.3639 7.3639 40.7070 0.0000 0.0062 0.0861 Normal Soln
1211 21.9038 21.9038 50.0000 0.0000 0.0067 0.0606 Normal Soln
1103 16.1539 16.1539 50.0000 0.0000 0.0039 0.0417 Normal Soln
0912 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
0908 15.0897 15.0897 50.0000 0.0000 -0.0019 1.2870 Normal Soln
0811 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
0804 13.6932 13.6932 43.1845 0.0000 0.0030 1.6899 Normal Soln
0201 3.0917 3.0917 7.4117 328.9167 0.0264 0.0366 Normal Soln
5248 50.0000 50.0000 50.0000 0.0000 0.0009 0.0210 Normal Soln
4845 50.0000 50.0000 50.0000 0.0000 0.0259 0.0933 Normal Soln
4250 50.0000 50.0000 50.0000 0.0000 0.0013 0.0184 Normal Soln
5338 50.0000 50.0000 50.0000 0.0000 0.0010 0.0126 Normal Soln
3851 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
4746o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
4746u 5.5842 5.5842 18.0472 0.0000 -0.0020 1.5040 Normal Soln
4645o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
4645u 7.2311 7.2311 25.0630 0.0000 0.0053 2.4430 Normal Soln
3836o 41.9128 41.9128 50.0000 0.0000 0.0005 0.0106 Normal Soln
3635o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
2217o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
2217u 6.6905 6.6905 16.1064 0.0000 0.0105 2.9187 Normal Soln
2019o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
2019u 7.4018 7.4018 12.4985 0.0000 0.0035 0.7599 Normal Soln
1918o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
1918u 20.1961 20.1961 47.0201 0.0000 -0.0858 1.0868 Normal Soln
1817o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
1817u 4.2292 4.2292 10.5928 0.0000 -0.0062 2.3562 Normal Soln
1009o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
1009u 15.5070 15.5070 31.0763 0.0000 -0.0014 0.8776 Normal Soln
0706o 50.0000 50.0000 50.0000 0.0000 -0.0005 0.0009 Normal Soln
0706u 6.8724 6.8724 24.7064 0.0000 0.0024 1.8417 Normal Soln
0604o 50.0000 50.0000 50.0000 0.0000 -0.0013 0.0063 Normal Soln
0604u 9.6384 9.6384 20.5418 0.0000 0.0043 2.0203 Normal Soln
0504o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
0504u 15.6963 15.6963 39.6233 0.0000 -0.0145 1.3699 Normal Soln
0403o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
0403u 4.2441 4.2441 8.7498 0.0000 0.0073 0.8428 Normal Soln
0302o 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
0302u 3.4867 3.4867 18.1282 0.0000 0.0053 0.3227 Normal Soln
14a14bo 50.0000 50.0000 50.0000 0.0000 0.0000 0.0000 Normal Soln
14a14bu 1.8951 1.8951 4.9957 21.3333 -0.0080 2.2960 Normal Soln
The conduit with the smallest time step limitation was..0201
The conduit with the largest wobble was.................1502
The conduit with the largest flow change in any
consecutive time step...................................1918u
*==================================================*
| Table E6. Final Model Condition |
| This table is used for steady state |
| flow comparison and is the information|
| saved to the hot-restart file. |
| Final Time = 6.001 hours |
*==================================================*
Junction / Depth / Elevation ===> "*" Junction is Surcharged.
N54/ 0.00 / 8.90/ N53/ 0.00 / 8.50/ N52/ 0.00 / 7.00/
N38/ 1.00 / 6.00/ N51/ 1.00 / 4.80/ N48/ 1.00 / 4.60/
N50/ 1.00 / 5.70/ N47/ 0.00 / 3.60/ N46/ 0.00 / 3.00/
N45/ 0.00 / 2.50/ N43/ 0.00 / 9.20/ N42/ 0.00 / 7.30/
N37/ 0.00 / 7.00/ N36/ 1.15 / 5.62/ N35/ 1.00 / 4.20/
N34/ 0.00 / 4.10/ N31/ 0.00 / 7.50/ N30/ 0.01 / 4.21/
N29/ 0.00 / 6.40/ N28/ 0.00 / 8.30/ N27/ 0.00 / 5.35/
N26/ 0.01 / 6.51/ N25/ 0.00 / 4.87/ N24/ 0.01 / 2.60/
N23/ 0.00 / 4.70/ N22/ 0.01 / 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/ 0.40 /
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/ 0.32 /
1615/ 0.18 / 1614A/ 0.00 / 4514B/ 0.00 /
4515/ 0.05 / 1502/ 0.19 / 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/ 0.29 / 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/ 3.16 / 2827/ 0.02 / 2726/ 8.93 /
2629/ 0.44 / 2930/ 0.19 / 2725/ 0.15 /
2524/ 0.15 / 2422/ 0.24 / L575/ 0.04 /
2117/ 0.03 / 1714B/ 1.67 / 1716/ 0.41 /
1615/ 0.29 / 1614A/ 0.33 / 4514B/ 0.08 /
4515/ 0.14 / 1502/ 0.32 / 14A13/ 0.18 /
1312/ 0.00 / 1211/ 0.03 / 1103/ 0.09 /
0912/ 0.01 / 0908/ 0.15 / 0811/ 0.00 /
0804/ 0.18 / 0201/ 0.24 / 5248/ 0.28 /
4845/ 0.20 / 4250/ 0.32 / 5338/ 1.36 /
3851/ 0.03 / 4746o/ 0.00 / 4746u/ 0.12 /
4645o/ 0.05 / 4645u/ 0.12 / 3836o/ 3.21 /
3635o/ 0.00 / 2217o/ 0.00 / 2217u/ 0.29 /
2019o/ 0.00 / 2019u/ 0.18 / 1918o/ 0.00 /
1918u/ 0.24 / 1817o/ 0.00 / 1817u/ 0.24 /
1009o/ 0.00 / 1009u/ 0.15 / 0706o/ 0.08 /
0706u/ 0.12 / 0604o/ 0.13 / 0604u/ 0.15 /
0504o/ 0.00 / 0504u/ 0.12 / 0403o/ 0.00 /
0403u/ 0.29 / 0302o/ 0.00 / 0302u/ 1.50 /
14a14bo/ 0.00 / 14a14bu/ 0.17 /
Junction/ EGL
N54/ 0.00 / N53/ 0.00 / N52/ 0.00 /
N38/ 1.00 / N51/ 1.00 / N48/ 1.20 /
N50/ 1.00 / N47/ 1.00 / N46/ 0.00 /
N45/ 1.00 / N43/ 0.00 / N42/ 0.00 /
N37/ 0.00 / N36/ 1.15 / N35/ 1.00 /
N34/ 0.00 / N31/ 0.00 / N30/ 1.50 /
N29/ 0.00 / N28/ 0.00 / N27/ 1.35 /
N26/ 0.01 / N25/ 0.00 / N24/ 0.28 /
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/ 0.02 / N53/ 0.02 / N52/ 0.02 /
N38/ 1.06 / N51/ 1.01 / N48/ 1.03 /
N50/ 1.04 / N47/ 0.95 / N46/ 1.00 /
N45/ 1.08 / N43/ 0.02 / N42/ 0.02 /
N37/ 0.05 / N36/ 1.22 / N35/ 1.01 /
N34/ 0.02 / N31/ 0.02 / N30/ 1.47 /
N29/ 0.09 / N28/ 0.06 / N27/ 1.36 /
N26/ 0.08 / N25/ 0.61 / N24/ 1.03 /
N23/ 0.10 / N22/ 1.07 / N21/ 1.03 /
N20/ 0.26 / N19/ 0.29 / N18/ 1.00 /
N17/ 0.77 / N16/ 1.35 / N15/ 0.95 /
N14B/ 1.14 / N14A/ 0.87 / N13/ 0.51 /
N12/ 0.52 / N11/ 0.56 / N10/ 0.18 /
N9/ 0.37 / N8/ 0.63 / N7/ 1.00 /
N6/ 1.01 / N5/ 0.22 / N4/ 0.60 /
N3/ 0.53 / N2/ 0.55 / N1/ 0.55 /
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/ 2.86 / 2827/ 0.01 / 2726/ 0.03 /
2629/ 0.16 / 2930/ 0.07 / 2725/ 0.00 /
2524/ 0.01 / 2422/ 0.06 / 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/ 0.39 / 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/ 0.12 / 5248/ 0.06 /
4845/ 0.09 / 4250/ 0.07 / 5338/ 0.43 /
3851/ 0.00 / 4746o/ 0.00 / 4746u/ 0.01 /
4645o/ 0.00 / 4645u/ 0.01 / 3836o/ 6.37 /
3635o/ 0.00 / 2217o/ 0.00 / 2217u/ 0.08 /
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/ 0.28 /
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/ 2.86/
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........ 6496
Total number of time steps during simulation.... 5115
Ratio of actual # of time steps / NTCYC......... 1.184
Average number of iterations per time step...... 1.270
Average time step size(seconds)................ 4.223
Smallest time step size(seconds)................ 0.500
Largest time step size(seconds)................ 5.000
Average minimum Conduit Courant time step (sec). 4.755
Average minimum implicit time step (sec)........ 1.426
Average minimum junction time step (sec)........ 1.426
Average Courant Factor Tf....................... 1.426
Number of times omega reduced................... 12
*=========================================================*
| 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 1.01 5141 0 4 0 0 0
N53 0 1.02 5218 0 5 0 0 0
N52 0 1.08 5523 0 8 0 0 0
N38 0 1.03 5255 0 11 1 0 0
N51 0 1.02 5207 1 11 1 0 0
N48 0 1.07 5473 0 16 1 0 0
N50 0 1.15 5903 1 21 1 0 0
N47 0 1.13 5781 0 7 0 0 0
N46 0 1.14 5809 0 9 0 0 0
N45 0 1.34 6873 0 16 2 0 0
N43 0 1.01 5157 0 5 0 0 0
N42 0 1.09 5573 0 7 0 0 0
N37 0 1.05 5356 0 6 0 0 0
N36 0 1.08 5522 0 6 0 0 0
N35 0 1.01 5167 0 7 0 0 0
N34 0 1.03 5257 0 17 1 0 0
N31 0 1.10 5610 0 17 1 0 0
N30 0 1.28 6542 0 15 1 0 0
N29 0 1.14 5854 0 7 0 0 0
N28 0 1.09 5597 0 7 0 0 0
N27 0 1.26 6460 0 11 2 0 0
N26 0 1.04 5300 0 4 0 0 0
N25 0 1.24 6340 0 6 0 0 0
N24 0 1.38 7073 0 12 1 0 0
N23 0 1.17 5964 0 7 0 0 0
N22 0 1.30 6634 0 9 0 0 0
N21 0 1.24 6340 0 6 0 0 0
N20 0 1.13 5793 0 6 0 0 0
N19 0 1.31 6683 1 12 1 0 0
N18 0 1.25 6401 0 6 0 0 0
N17 0 1.57 8006 0 20 1 0 0
N16 0 1.55 7925 0 11 2 0 0
N15 0 1.33 6817 0 7 0 0 0
N14B 0 1.32 6763 2 16 2 0 0
N14A 0 1.52 7793 0 13 4 0 0
N13 0 1.41 7211 0 7 0 0 0
N12 0 1.31 6716 0 7 0 0 0
N11 0 1.36 6957 0 11 1 0 0
N10 0 1.08 5502 0 5 0 0 0
N9 0 1.14 5842 0 7 0 0 0
N8 0 1.15 5863 0 5 0 0 0
N7 0 1.09 5577 0 9 0 0 0
N6 0 1.29 6588 0 9 0 0 0
N5 0 1.07 5496 0 7 0 0 0
N4 0 1.33 6803 0 15 1 0 0
N3 0 1.59 8134 0 7 0 0 0
N2 0 1.55 7921 1 8 0 0 0
N1 0 1.47 7515 6 8 0 0 0
Total number of iterations for all junctions.. 298235
Minimum number of possible iterations......... 245520
Efficiency of the simulation.................. 1.21
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 8.9174 0 16 0.0000 1.0826 1.0000 0.0000 0.0000 0.0000
N53 10.0000 8.7000 8.5177 0 16 0.0000 1.4823 1.0000 0.0000 0.0000 0.0000
N52 10.0000 7.2000 7.0217 0 20 0.0000 2.9783 1.0000 0.0000 0.0000 0.0000
N38 10.0000 6.4000 6.0553 0 28 0.0000 3.9447 1.0000 0.0000 0.0000 0.0000
N51 10.0000 5.0000 4.8145 0 15 0.0000 5.1855 1.0000 0.0000 0.0000 0.0000
N48 10.0000 5.0000 4.6295 0 16 0.0000 5.3705 1.0000 0.0000 0.0000 0.0000
N50 10.0000 5.9000 5.7351 0 21 0.0000 4.2649 1.0000 0.0000 0.0000 0.0000
N47 10.0000 5.0000 4.5499 0 15 0.0000 5.4501 1.0000 0.0000 0.0000 0.0000
N46 10.0000 4.4000 4.0043 0 15 0.0000 5.9957 1.0000 0.0000 0.0000 0.0000
N45 10.0000 3.9500 3.5773 0 17 0.0000 6.4227 1.0000 0.0000 0.0000 0.0000
N43 10.0000 9.4000 9.2168 0 15 0.0000 0.7832 1.0000 0.0000 0.0000 0.0000
N42 10.0000 7.5000 7.3204 0 17 0.0000 2.6796 1.0000 0.0000 0.0000 0.0000
N37 10.0000 7.4000 7.0519 0 15 0.0000 2.9481 1.0000 0.0000 0.0000 0.0000
N36 10.0000 6.1700 5.6939 0 26 0.0000 4.3061 1.0000 0.0000 0.0000 0.0000
N35 10.0000 5.6000 4.2141 0 15 0.0000 5.7859 1.0000 0.0000 0.0000 0.0000
N34 10.0000 4.5000 4.1184 0 15 0.0000 5.8816 1.0000 0.0000 0.0000 0.0000
N31 10.0000 7.8000 7.5168 0 15 0.0000 2.4832 1.0000 0.0000 0.0000 0.0000
N30 10.0000 6.0200 5.6666 0 17 0.0000 4.3334 1.0000 0.0000 0.0000 0.0000
N29 10.0000 6.8000 6.4860 0 15 0.0000 3.5140 1.0000 0.0000 0.0000 0.0000
N28 10.0000 8.7000 8.3628 0 15 0.0000 1.6372 1.0000 0.0000 0.0000 0.0000
N27 10.0000 7.1000 6.7107 0 15 0.0000 3.2893 1.0000 0.0000 0.0000 0.0000
N26 10.0000 6.9000 6.5789 0 16 0.0000 3.4211 1.0000 0.0000 0.0000 0.0000
N25 10.0000 5.2450 5.4753 0 15 0.2303 4.5247 1.0000 0.0000 0.0000 0.0000
N24 10.0000 3.3100 3.6162 0 15 0.3062 6.3838 1.0000 0.0000 0.0000 0.0000
N23 10.0000 5.0000 4.8027 0 15 0.0000 5.1973 1.0000 0.0000 0.0000 0.0000
N22 10.0000 3.9000 2.9336 0 15 0.0000 7.0664 1.0000 0.0000 0.0000 0.0000
N21 10.0000 3.5000 3.0348 0 15 0.0000 6.9652 1.0000 0.0000 0.0000 0.0000
N20 10.0000 7.3000 6.2613 0 15 0.0000 3.7387 1.0000 0.0000 0.0000 0.0000
N19 10.0000 6.4000 4.7938 0 14 0.0000 5.2062 1.0000 0.0000 0.0000 0.0000
N18 10.0000 3.5000 2.9008 0 15 0.0000 7.0992 1.0000 0.0000 0.0000 0.0000
N17 10.0000 3.4500 2.5242 0 15 0.0000 7.4758 1.0000 0.0000 0.0000 0.0000
N16 10.0000 2.4000 2.6872 0 15 0.2872 7.3128 1.0000 0.0000 0.0000 0.0000
N15 10.0000 2.0350 2.1649 0 15 0.1299 7.8351 1.0000 0.0000 0.0000 0.0000
N14B 10.0000 3.4900 2.9379 0 20 0.0000 7.0621 1.0000 0.0000 0.0000 0.0000
N14A 10.0000 3.3000 2.4679 0 16 0.0000 7.5321 1.0000 0.0000 0.0000 0.0000
N13 10.0000 3.5600 2.3652 0 16 0.0000 7.6348 1.0000 0.0000 0.0000 0.0000
N12 10.0000 3.3800 2.1983 0 16 0.0000 7.8017 1.0000 0.0000 0.0000 0.0000
N11 10.0000 3.3400 1.8990 0 19 0.0000 8.1010 1.0000 0.0000 0.0000 0.0000
N10 10.0000 4.9000 3.7813 0 12 0.0000 6.2187 1.0000 0.0000 0.0000 0.0000
N9 10.0000 3.9000 2.8669 0 15 0.0000 7.1331 1.0000 0.0000 0.0000 0.0000
N8 10.0000 3.4000 2.6346 0 15 0.0000 7.3654 1.0000 0.0000 0.0000 0.0000
N7 10.0000 5.3000 5.0042 0 15 0.0000 4.9958 1.0000 0.0000 0.0000 0.0000
N6 10.0000 4.8000 4.5132 0 15 0.0000 5.4868 1.0000 0.0000 0.0000 0.0000
N5 10.0000 4.6000 3.5186 0 15 0.0000 6.4814 1.0000 0.0000 0.0000 0.0000
N4 10.0000 3.2000 2.3025 0 15 0.0000 7.6975 1.0000 0.0000 0.0000 0.0000
N3 10.0000 3.1000 1.6320 0 17 0.0000 8.3680 1.0000 0.0000 0.0000 0.0000
N2 10.0000 3.0500 1.5975 0 17 0.0000 8.4025 1.0000 0.0000 0.0000 0.0000
N1 10.0000 2.9300 1.4775 0 17 0.0000 8.5225 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 0.0492 0 16 0.1384 0 15 0.0059 8.9174 7.0217 .0868 .1083
5047 2.8812 1.4600 200.0000 0.1322 0 20 0.4328 0 20 0.0459 5.7351 4.6263 .1754 .1316
5114b 3.5733 1.8108 200.0000 0.0384 0 15 0.2996 0 15 0.0107 4.8145 3.0113 .0726 .0563
4342 10.3858 1.3631 200.0000 0.0530 0 15 0.1415 0 0 0.0051 9.2168 7.3204 .0839 .1021
3736 14.9983 3.6090 400.0000 0.0678 0 15 0.7263 0 13 0.0045 7.0519 5.6666 .1297 .3664
3534 5.8173 1.4765 400.0000 0.0231 0 15 0.1617 0 12 0.0040 4.2141 4.1184 .0353 .0459
3422 6.0122 1.5213 400.0000 0.0190 0 15 0.1576 0 15 0.0032 4.1184 3.4049 .0459 .0122
3130 13.5508 2.2744 300.0000 0.0942 0 15 0.3150 0 15 0.0070 7.5168 5.7130 .0560 .0434
3024 0.4621 2.9058 450.0000 0.4356 0 19 2.8172 0 20 0.9426 5.6666 3.6162 3.259 1.680
3036 6.7857 1.4251 400.0000 -0.0791 0 17 -0.1507 0 26 -0.0117 5.6843 5.6939 .1607 .4348
2827 15.5945 3.7524 400.0000 0.1154 0 15 0.8799 0 15 0.0074 8.3628 6.7625 .1571 .1564
2726 18.5574 3.1124 300.0000 0.0731 0 15 0.1180 0 13 0.0039 6.7107 6.5789 .0358 .2630
2629 2.4524 0.5150 400.0000 0.0328 0 16 0.1441 0 16 0.0134 6.5789 6.4860 .1972 .2151
2930 11.6053 2.4373 400.0000 0.1949 0 15 0.7727 0 15 0.0168 6.4860 5.7054 .2151 .2136
2725 0.2218 2.0080 375.0000 0.2592 0 12 2.3472 0 12 1.1687 6.7107 5.4753 3.628 1.614
2524 0.2779 2.5163 375.0000 0.2552 0 12 2.4519 0 11 0.9184 5.4753 3.6162 1.614 2.016
2422 0.8401 2.9711 600.0000 0.6534 0 17 2.3037 0 17 0.7778 3.6161 2.9336 1.710 1.789
L575 4.4056 1.1111 300.0000 0.1742 0 15 0.4185 0 15 0.0395 4.8027 3.4756 .3424 .2521
2117 10.3655 2.0976 500.0000 0.1039 0 15 0.3644 0 15 0.0100 3.0348 2.9721 .0695 .0443
1714B 8.1188 0.9553 500.0000 -0.0692 0 20 -0.1945 0 20 -0.0085 2.9108 2.9379 .1216 .2758
1716 3.1532 3.6415 1050.000 1.6048 0 15 2.1674 0 13 0.5090 2.5242 2.6872 .7374 1.273
1615 0.7725 1.7486 750.0000 1.0342 0 15 2.3325 0 15 1.3387 2.6872 2.1649 1.796 1.273
1614A 0.7872 1.7819 750.0000 0.5712 0 15 1.2640 0 15 0.7256 2.6872 2.4679 1.383 1.157
4514B 28.0567 3.5017 450.0000 0.1898 0 17 0.9287 0 17 0.0068 3.5773 2.9379 .1717 .1953
4515 0.1942 2.7467 300.0000 0.1800 0 39 2.5208 0 39 0.9270 3.5773 2.1649 3.590 3.183
1502 0.6052 1.1322 825.0000 1.2009 0 16 2.5212 0 16 1.9842 2.1649 1.5975 1.157 .6636
14A13 16.6072 0.8411 1700.000 -0.6824 0 15 -0.3655 0 15 -0.0411 2.4679 2.3652 .3576 .4501
1312 15.7543 0.6101 1400.000 0.6769 0 16 0.3440 0 14 0.0430 2.3652 2.1983 .3609 .3702
1211 22.0747 0.6694 1700.000 0.6688 0 16 0.2642 0 16 0.0303 2.1983 1.8990 .3049 .3288
1103 34.9730 0.7240 2000.000 0.7255 0 19 0.3472 0 20 0.0207 1.8990 1.6320 .2795 .2660
0912 7.4604 1.8954 400.0000 0.0000 0 0 0.0000 0 0 0.0000 2.8669 2.1983 .0000 .0000
0908 0.1628 1.4741 375.0000 0.1013 0 16 0.9992 0 17 0.6220 2.8668 2.6346 .9782 1.692
0811 6.0914 1.5476 400.0000 0.0000 0 0 0.0000 0 0 0.0000 1.8990 1.8990 .0000 .0000
0804 0.2208 1.3886 450.0000 0.1846 0 15 1.1582 0 15 0.8360 2.6345 2.3025 1.410 1.338
0201 142.3584 2.9703 2000.000 2.5868 0 17 1.3507 0 17 0.0182 1.5975 1.4775 .2737 .2737
5248 8.1651 1.4277 200.0000 0.0719 0 20 0.2185 0 20 0.0088 7.0217 4.8166 .1083 .0830
4845 2.5500 1.2922 200.0000 0.1066 0 16 0.3108 0 11 0.0418 4.6295 3.5773 .1476 .3864
4250 11.5986 1.2184 200.0000 0.1064 0 17 0.1294 0 15 0.0092 7.3204 5.7351 .1021 .1754
5338 8.7547 1.3127 200.0000 0.0550 0 16 0.1413 0 0 0.0063 8.5177 6.0553 .0884 .2765
3851 5.0145 1.3130 200.0000 0.0000 0 0 0.0000 0 0 0.0000 6.0553 4.8145 .0000 .0000
4746o 17.3588 1.9947 400.0000 0.0000 0 0 0.0000 0 0 0.0000 4.5499 4.0043 .0000 .0000
4746u 0.1498 2.1194 300.0000 0.0961 0 15 1.3853 0 8 0.6418 4.5499 4.0043 3.166 3.347
4645o 15.8729 2.3953 400.0000 0.0002 0 15 0.0027 0 15 0.0000 4.0043 3.5773 .0107 .1932
4645u 0.1105 1.5637 300.0000 0.0945 0 15 1.3167 0 15 0.8552 4.0043 3.5773 3.347 3.590
3836o 9.9729 2.0945 400.0000 0.0527 0 28 0.1071 0 29 0.0053 6.0553 5.6939 .1382 .4348
3635o 35.6736 2.3986 400.0000 0.0000 0 0 0.0000 0 0 0.0000 4.2141 4.2141 .0000 .0000
2217o 14.0423 1.9555 500.0000 0.0000 0 0 0.0000 0 0 0.0000 2.5242 2.5242 .0000 .0000
2217u 0.6241 1.4127 750.0000 0.8905 0 14 2.1785 0 13 1.4268 2.9335 2.5242 1.431 1.032
2019o 11.6942 3.9374 300.0000 0.0000 0 0 0.0000 0 0 0.0000 4.7938 4.7938 .0000 .0000
2019u 0.6375 4.0085 450.0000 0.2396 0 15 2.4003 0 16 0.3759 6.2613 4.7938 .5806 .6529
1918o 18.5045 2.3357 400.0000 0.0000 0 0 0.0000 0 0 0.0000 2.9008 2.9008 .0000 .0000
1918u 0.9440 3.3387 600.0000 0.4741 0 15 2.3395 0 15 0.5023 4.7938 2.9008 .4897 1.668
1817o 9.1593 0.8118 500.0000 0.0000 0 0 0.0000 0 0 0.0000 2.5242 2.5242 .0000 .0000
1817u 0.5070 1.7932 600.0000 0.5890 0 15 2.0769 0 15 1.1618 2.9008 2.5242 1.668 1.290
1009o 8.3091 2.4754 300.0000 0.0000 0 0 0.0000 0 0 0.0000 2.8669 2.8669 .0000 .0000
1009u 0.2415 2.1864 375.0000 0.1042 0 14 1.6091 0 11 0.4313 3.7813 2.8669 .4835 .9783
0706o 7.2322 2.6311 300.0000 0.0035 0 15 0.0808 0 15 0.0005 5.0042 4.5132 .0138 .0440
0706u 0.1248 1.7661 300.0000 0.0871 0 14 1.2143 0 14 0.6978 5.0042 4.5132 3.347 3.377
0604o 9.6606 3.5628 300.0000 0.0310 0 15 0.4466 0 15 0.0032 4.5132 2.8128 .0440 .0426
0604u 0.3116 2.8210 375.0000 0.3086 0 16 2.7749 0 16 0.9906 4.5132 2.3025 2.701 1.606
0504o 8.6316 2.5756 300.0000 0.0000 0 0 0.0000 0 0 0.0000 2.3025 2.3025 .0000 .0000
0504u 0.1541 2.1802 300.0000 0.0986 0 15 1.5905 0 15 0.6396 3.5186 2.3025 .7286 2.008
0403o 9.0589 2.2976 400.0000 0.0000 0 0 0.0000 0 0 0.0000 1.6320 1.6320 .0000 .0000
0403u 1.9283 4.3647 750.0000 0.8097 0 15 2.2860 0 13 0.4199 2.3025 1.6320 .8033 .7094
0302o 2.9365 0.4429 300.0000 0.0000 0 0 0.0000 0 0 0.0000 1.5975 1.5975 .0000 .0000
0302u 3.2556 3.6173 600.0000 0.4457 0 17 0.5516 0 17 0.1369 1.6320 1.5975 .8867 .9125
14a14bo 75.9084 3.3944 500.0000 0.0000 0 0 0.0000 0 0 0.0000 2.4679 2.4679 .0000 .0000
14a14bu 0.1368 1.9347 300.0000 0.1432 0 29 2.0017 0 29 1.0468 2.9379 2.4679 3.792 2.893
FREE # 1 Undefnd Undefnd Undefn 2.5909 0 17
*==================================================*
| 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 0.0105 0.3643 0.0026
5047 3.7778 0.0000 0.0000 356.2222 0.0312 0.3082 0.0133
5114b 4.7917 0.0000 0.0000 355.2083 0.0130 0.1280 0.0039
4342 0.1667 359.8333 0.0000 0.0000 0.0096 0.3819 0.0026
3736 0.1667 7.5000 0.0000 352.3333 0.0485 0.3495 0.0362
3534 4.2917 355.7083 0.0000 0.0000 0.0159 0.1561 0.0024
3422 4.2917 0.0000 0.0000 355.7083 0.0123 0.1206 0.0018
3130 0.1667 0.0000 0.0000 359.8333 0.0151 0.2991 0.0047
3024 0.1667 8.6974 0.0000 351.1359 0.1294 0.1637 2.7635
3036 9.0000 0.0000 351.0000 0.0000 0.0643 0.5839 0.0179
2827 0.1667 0.0000 0.0000 359.8333 0.0309 0.1312 0.0551
2726 355.1111 4.8889 0.0000 0.0000 0.0391 0.7795 0.0040
2629 0.2500 359.7500 0.0000 0.0000 0.0402 0.2291 0.0118
2930 0.2500 0.0000 0.0000 359.7500 0.0422 0.2524 0.0662
2725 0.1667 359.8333 0.0000 0.0000 0.1074 0.1139 2.0712
2524 0.1667 9.5139 0.0000 350.3194 0.1119 0.1148 1.4415
2422 0.1667 359.8333 0.0000 0.0000 0.1679 0.2906 2.3526
L575 0.1667 0.0000 0.0000 359.8333 0.0453 0.4163 0.0373
2117 2.7500 0.0000 0.0000 357.2500 0.0289 0.2852 0.0104
1714B 344.4722 0.0000 15.5278 0.0000 0.0508 0.3559 0.0193
1716 0.1667 356.7083 0.0000 3.1250 0.2915 0.7666 2.2099
1615 0.1667 359.8333 0.0000 0.0000 0.2278 0.4522 2.6844
1614A 4.7083 39.4583 315.8333 0.0000 0.2281 0.4609 1.2031
4514B 331.4167 8.3333 0.0000 20.2500 0.0397 0.2236 0.0714
4515 0.1667 359.8333 0.0000 0.0000 0.0839 0.0728 2.3077
1502 0.1667 359.8333 0.0000 0.0000 0.2345 0.4775 1.8871
14A13 122.8750 237.1250 0.0000 0.0000 0.3004 1.8697 0.2506
1312 123.0000 237.0000 0.0000 0.0000 0.2443 1.9759 0.1753
1211 6.7500 353.2500 0.0000 0.0000 0.2101 2.7010 0.1367
1103 0.1667 359.8333 0.0000 0.0000 0.3325 2.1253 0.1844
0912 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
0908 0.1667 359.8333 0.0000 0.0000 0.1049 0.1102 0.4276
0811 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
0804 0.1667 359.8333 0.0000 0.0000 0.1327 0.1661 0.7154
0201 0.1667 359.8333 0.0000 0.0000 0.3452 1.9183 0.7383
5248 0.1667 0.0000 0.0000 359.8333 0.0111 0.3303 0.0041
4845 4.3750 28.3750 0.0000 327.2500 0.0504 0.5008 0.0114
4250 0.2500 356.2222 0.0000 3.5278 0.0176 0.8797 0.0033
5338 0.1667 356.1389 0.0000 3.6944 0.0246 0.8478 0.0024
3851 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
4746o 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
4746u 0.1667 359.8333 0.0000 0.0000 0.0840 0.0729 1.3085
4645o 358.3611 1.6389 0.0000 0.0000 0.0179 0.0919 0.0001
4645u 0.1667 359.8333 0.0000 0.0000 0.0839 0.0729 1.3688
3836o 3.8889 356.1111 0.0000 0.0000 0.0563 0.4945 0.0122
3635o 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
2217o 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
2217u 0.1667 359.8333 0.0000 0.0000 0.2169 0.4456 1.8353
2019o 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
2019u 0.1667 359.8333 0.0000 0.0000 0.1256 0.1014 0.6511
1918o 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
1918u 0.1667 359.8333 0.0000 0.0000 0.1537 0.2042 1.4895
1817o 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
1817u 0.1667 359.8333 0.0000 0.0000 0.1823 0.2919 1.8316
1009o 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
1009u 0.1667 359.8333 0.0000 0.0000 0.1003 0.0756 0.3574
0706o 357.8889 2.1111 0.0000 0.0000 0.0077 0.0432 0.0007
0706u 0.1667 359.8333 0.0000 0.0000 0.0885 0.0728 1.2240
0604o 356.4306 0.0000 0.0000 3.5694 0.0122 0.0693 0.0058
0604u 0.1667 359.8333 0.0000 0.0000 0.1049 0.1135 2.2132
0504o 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
0504u 0.1667 359.8333 0.0000 0.0000 0.0831 0.0624 0.6487
0403o 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
0403u 0.1667 359.8333 0.0000 0.0000 0.2251 0.3552 1.2757
0302o 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
0302u 0.3333 359.6667 0.0000 0.0000 0.3107 0.8085 0.2976
14a14bo 360.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
14a14bu 4.7917 355.2083 0.0000 0.0000 0.0839 0.0727 1.7653
*===========================================*
| 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 0.0030 63.8720 0.0001 0.9988 0.1521 0.0028 0.0726 2.9637
5047 0.0116 249.5879 0.0005 0.9812 1.0984 0.0070 0.0691 0.0350
5114b 0.0020 42.4594 0.0001 0.9761 1.0582 0.0021 0.0204 0.0350
4342 0.0029 62.2867 0.0002 0.9988 0.1814 0.0023 0.0646 2.9637
3736 0.0030 64.4568 0.0002 0.9988 1.1516 0.0056 0.0201 1.3172
3534 0.0009 20.0834 0.0001 0.9785 0.1678 0.0022 0.0219 0.0350
3422 0.0009 20.1685 0.0000 0.9785 0.4899 0.0018 0.0180 0.0450
3130 0.0046 98.8020 0.0002 0.9988 1.0432 0.0023 0.0461 2.3051
3024 0.0320 691.0845 0.0016 0.9988 1.5834 0.0424 0.0300 0.8562
3036 -0.0105 -227.0280 0.0005 0.9593 0.0000 0.0356 0.2621 0.0201
2827 0.0052 112.0631 0.0004 0.9988 1.3165 0.0058 0.0165 1.3172
2726 0.0005 11.8708 0.0002 0.0346 0.0094 0.0230 0.0259 0.0200
2629 0.0018 37.8972 0.0001 0.9988 0.1480 0.0115 0.0354 2.3051
2930 0.0105 226.8471 0.0008 0.9988 0.7895 0.0104 0.0374 1.3172
2725 0.0138 298.5975 0.0009 0.9988 1.2565 0.0270 0.0182 0.8562
2524 0.0137 296.2817 0.0009 0.9982 1.8495 0.0250 0.0151 0.6110
2422 0.0459 990.9421 0.0023 0.9988 0.9282 0.0557 0.0556 0.8562
L575 0.0082 177.4801 0.0005 0.9988 0.6081 0.0090 0.0542 2.9637
2117 0.0045 97.1744 0.0004 0.9877 0.9632 0.0039 0.0388 0.0200
1714B -0.0017 -37.1412 0.0002 0.1132 0.0000 0.0046 0.0285 0.0205
1716 0.0986 2128.8569 0.0050 0.9988 1.1000 0.0764 0.1259 See the original
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