Continue to Site

Eng-Tips is the largest engineering community on the Internet

Intelligent Work Forums for Engineering Professionals

Register Log in
  • Congratulations KootK on being selected by the Eng-Tips community for having the most helpful posts in the forums last week. Way to Go!

Search results for query: *

  • Users: WATS2
  • Content: Threads
  • Order by date
  1. WATS2

    running steady flow

    hello all, there's a significant difference when the steady flow analysis is done with many profiles at a time and when it is done with single profile each time. for example the discharge and head over the crest. why is that?
  2. WATS2

    Rating Curve

    Hello everyone, I have attached a rating curve which i developed from HECRAS and Excel for a lateral structure (spillway) which drains into a culvert, the crest elevation of spillway is 333 meter and that of the roadway is 335 m. I took a C value of 1.44 (SI) assuming the spillway as broad...

Part and Inventory Search

Back
Top Bottom