I am attempting to calibrate a model to a series of specific rain events, the rainfall for each event is being entered by using a rainfall table following Sample “A” as found in the Hydrocad rainfall directory, and is run using the SCS hydrograph. But for output for each subcatchment area the...
I have used the following method to check a pipe for flotation.
The calculation is usually done for a one foot section of pipe.
Forces up equal to the volume of the pipe X the unit weight of water.
Forces down equal the weight of the pipe plus the weight of the prism of
soil over the...
I have used and liked HY-8 to do culvert design but it is a DOS based program. When the office graded to Win XP HY-8 would longer run.
Is there or is there going to be a windows version of HY-8?
Thanks Howard.
