View Single Post
  #1 (permalink)  
Old 05-01-2003, 09:30 PM
jrandhawa
Member
 
Posts: n/a
n value for ponds

Hi Chris,

I had attended your HEC-RAS training at PBS&J. I have a very easy question for you. When you have series of inline ponds along a stream, but not modelled as inline structures, rather just like any regular stream with cross sections cut across it. Can the n value be as low as 0.01 (in the pond area) with the reasoning that the water flowing is experiencing no resistance as the pond water is not moving. Only a layer above the storage is flowing?

Thanks,
Jaspreet Randhawa
Reply With Quote