#1 (permalink)  
Old 12-08-2003, 09:33 AM
Registered User
  
Join Date: Dec 2003
Posts: 1
Calculation of hydrograph for symmetrical RCC dams
How can we estimate the hydrograph due to the break of a symmetrical RCC dam? Does any theoretical background (e.g. papers) exist? What are the main design parameters?

Can DAMBRK calculate such a hydrograph? The information in section 6.6.3 is not sufficient.

Thanks
Reply With Quote
Reply

« Previous Thread | Next Thread »
Thread Tools
Display Modes
Linear Mode Linear Mode

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 01:23 AM.