#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
  #2 (permalink)  
Old 05-01-2003, 09:31 PM
chris.maeder
Member
 
Posts: n/a
Re: n value for ponds

Dear Jaspreet :

I greatly enjoyed teaching your group HEC-RAS in beautiful Maryland.

I agree with you. If the flow is modeled through a large body of water with little or no wetted perimeter contact, you can lower the roughness value to represent this.

Sincerely,

Chris E. Maeder, M.S.
Senior Technical Engineer
chris.maeder@bossintl.com
Reply With Quote
  #3 (permalink)  
Old 05-01-2003, 09:32 PM
jrandhawa
Member
 
Posts: n/a
Re: n value for ponds

Thank you for replying Chris.

Your course is very useful for our job!
Reply With Quote
Reply

Thread Tools
Display Modes

Posting Rules
You may not post new threads
You may not post replies
You may not post attachments
You may not edit your posts

BB code is On
Smilies are Off
[IMG] code is Off
HTML code is Off
Trackbacks are On
Pingbacks are On
Refbacks are On


All times are GMT. The time now is 12:40 PM.