Skip main navigation (Press Enter).
Log in
Toggle navigation
Collaborate Home
Communities
My Communities
All Communities
Communities of Practice
Get Started
New User
My Profile
My Privacy Settings
My Email Preferences
FAQs
Browse
Announcements
Blogs
Discussion Posts
Glossary
Library Entries
Connect
Directory
Events
Volunteer
Member Home (Admin)
Log in
New Login Experience Coming!
ASCE will launch a new login experience in early 2026.
List of Contributions
×
Contact Details
×
Enter Password
Enter Password
Confirm Password
Ribbons
Badges
Mr. Farhad Golzari Rahat Abad
Profile
Connections
Contacts
Contributions
Achievements
List of Contributions
Contributions
1 to 1 of 1 total
search criteria =
ALL
RE: Oroville Dam - worst case scenarios
Posted By
Farhad Golzari Rahat Abad
02-17-2017 10:25 AM
Found In
Egroup:
Environment, Coasts, Oceans, & Infrastructure
\
view thread
As a hydraulic engineer involved long time in hydraulic modeling of large dam spillways, I would add the following points : - As we can see from the longitudinal profile section of spillway shown in the hydraulic report (1965), the final alternative of Oroville spillway doesn't have any aerator. It ...
Copyright 2025. All rights reserved.
Powered by Higher Logic
×
Community Tags
Add a tag
x
User Tags may not contain the following characters: @ # $ & :