Can anyone lead me to a specific and explicit solution for discharge calculation by COHM and SKM methods. I have some data in excel sheet and I wanted to know how can I use these methods in Excel space.
Thanks in advance
Have you read the following e-print? Hidraulic design of Staight compoud Channels, in http://eprints.hrwallingford.co.uk/924/1/SR281.pdf
For the SK method, read:
.
Modeling Depth-Averaged Velocity and Boundary Shear in Trapezoidal Channels with Secondary Flows
.
COHM method to read:
.
Hydraulic design of straight coumpound channels.
.
or
.
A comparison of one-dimensional methods for estimating discharge capacity of straight compound channels
.
Now table in excel, just a little work! :) :)
Or also for SK method:
Solving open channel flow problems with a simple lateral distribution model
Dear Dr. Maestri, I appreciate your consideration. I did my job with COHm. Do you have any experience on using SKM analytically? I wrote a code for it. but no good results come out. Thanks again.
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