DFHADprototype071409.. - Urban Drainage and Flood Control District
DFHADprototype071409.. - Urban Drainage and Flood Control District
DFHADprototype071409.. - Urban Drainage and Flood Control District
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HOFFMAN MAJOR DRAINAGEWAY PLANNING<br />
FLOOD HAZARD AREA DELINEATION<br />
********************<br />
Link Flow Summary<br />
********************<br />
-----------------------------------------------------------------------------------------<br />
Maximum Time of Max Maximum Max/ Max/ Total<br />
Flow Occurrence Velocity Full Full Minutes<br />
Link Type CFS days hr:min ft/sec Flow Depth Surcharged<br />
------------------------------------------------------------------------------------------<br />
115 CONDUIT 325.09 0 00:52 6.97 0.11 0.38 0<br />
125 CONDUIT 235.71 0 00:51 7.00 0.07 0.31 0<br />
135 CONDUIT 215.79 0 00:48 4.79 0.08 0.34 0<br />
145 CONDUIT 181.52 0 02:11 10.01 0.45 0.47 0<br />
145o CONDUIT 807.11 0 00:51 5.56 0.31 0.59 0<br />
155 CONDUIT 971.58 0 00:48 9.26 0.14 0.45 0<br />
165 DUMMY 30.32 0 00:40<br />
205 CONDUIT 119.42 0 00:38 6.58 1.08 0.95 114<br />
205s CHANNEL 828.94 0 00:46 13.56 0.15 0.43 0<br />
215 CONDUIT 247.86 0 01:44 13.72 1.08 0.95 73<br />
215s CHANNEL 675.21 0 00:46 26.59 0.13 0.41 0<br />
225 CONDUIT 255.81 0 01:08 14.23 1.08 0.95 64<br />
225s CHANNEL 580.11 0 00:45 24.01 0.12 0.40 0<br />
235 CONDUIT 240.44 0 00:46 20.80 1.08 0.95 53<br />
235s CHANNEL 380.33 0 00:43 32.91 0.04 0.29 0<br />
245 CONDUIT 165.42 0 00:57 18.68 1.08 0.95 24<br />
245s CHANNEL 65.22 0 00:43 30.01 0.01 0.18 0<br />
255 CONDUIT 86.83 0 01:08 15.87 1.08 0.95 39<br />
255s CHANNEL 90.53 0 00:41 26.06 0.01 0.20 0<br />
305 CHANNEL 165.37 0 00:44 8.53 0.05 0.30 0<br />
315 CHANNEL 62.89 0 00:46 5.27 0.02 0.24 0<br />
325 CHANNEL 326.05 0 00:43 10.00 0.10 0.39 0<br />
335 CHANNEL 221.20 0 00:42 8.68 0.07 0.34 0<br />
345 CHANNEL 85.19 0 00:42 6.59 0.03 0.25 0<br />
355 CONDUIT 145.47 0 00:40 12.87 0.80 0.67 0<br />
356 CHANNEL 0.00 0 00:00 0.00 0.00 0.00 0<br />
415 DUMMY 1060.72 0 01:10<br />
425 CONDUIT 1011.48 0 01:10 3.67 0.63 0.76 0<br />
435 CONDUIT 991.67 0 00:56 3.95 0.32 0.59 0<br />
436 CONDUIT 0.00 0 00:00 0.00 0.00 0.00 0<br />
445 CHANNEL 119.57 0 00:56 5.91 0.05 0.30 0<br />
455 CHANNEL 67.69 0 00:50 4.53 0.03 0.27 0<br />
515 CONDUIT 167.78 0 00:42 4.60 0.21 0.51 0<br />
526 CONDUIT 0.00 0 00:00 0.00 0.00 0.00 0<br />
525 DUMMY 88.16 0 00:35<br />
437 CONDUIT 992.50 0 01:02 3.59 0.36 0.63 0<br />
********************************<br />
Highest Flow Instability Indexes<br />
********************************<br />
Link 155 (1)<br />
Link 235 (1)<br />
Link 315 (1)<br />
Link 215 (1)<br />
Link 125 (1)<br />
*************************<br />
Routing Time Step Summary<br />
*************************<br />
Minimum Time Step : 10.00 sec<br />
Average Time Step : 10.00 sec<br />
Maximum Time Step : 10.00 sec<br />
Percent in Steady State : 0.00<br />
Average Iterations per Step : 1.10<br />
Analysis begun on: Thu Oct 11 13:42:07 2007<br />
Analysis ended on: Thu Oct 11 13:42:07 2007<br />
Total elapsed time: < 1 sec<br />
DFHAD Prototype
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