Friction Coefficient (F)-Reynolds Number (Re) Relationship in non-cohesive suspended sediment laden flow through pervious rockfill dam.
Recently pervious rockfill detention dam is used as a flood mitigating structure. Analysis of hydraulics of turbulent flow through this kind of dam is mostly done using Darcy-Weisbach equation. So far, many attempts have been made to study the friction coefficient as a function of Reynolds Number i...
Saved in:
Main Authors: | Lee, Teang Shui, Nazemi, Allahyar, M. H., Davioudi |
---|---|
Format: | Article |
Language: | English |
Published: |
2011
|
Online Access: | http://psasir.upm.edu.my/id/eprint/23277/1/Friction%20Coefficient.pdf http://psasir.upm.edu.my/id/eprint/23277/ |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
Critical hydraulic gradient of non-cohesive suspended sediment laden flow through pervious rockfill dam
by: Nazemi, Allahyar, et al.
Published: (2011) -
Flow hydraulics and sediment transport in pervious rockfill detention dams
by: Nazemi, Allahiar
Published: (2011) -
Safety evaluation of Bakun concrete faced rockfill dam
by: Ahmad, Hilton @ Mohd Hilton
Published: (2006) -
Safety evaluation of bakun concrete faced rockfill dam
by: Ahmad, Hilton@Mohd Hilton
Published: (2006) -
Safety evaluation of bakun concrete faced rockfill dam
by: Ahmad, Hilton @ Mohd Hilton
Published: (2006)