Colebrook White v.s. Manning Equation for Pipe Flow
Colebrook White v.s. Manning Equation for Pipe Flow
(OP)
Hello!
I know that both Colebrook White Equation and Manning Equation are commonly used for the design of gravity pipe flow.
However, it is more common in my country for people to use:
1. Colebrook White Eqaution for gravity pipe flow
2. Manning Equation for open channel flow
Does anyone know the reason behind? Is it just a matter of common practice?
I know that both Colebrook White Equation and Manning Equation are commonly used for the design of gravity pipe flow.
However, it is more common in my country for people to use:
1. Colebrook White Eqaution for gravity pipe flow
2. Manning Equation for open channel flow
Does anyone know the reason behind? Is it just a matter of common practice?
RE: Colebrook White v.s. Manning Equation for Pipe Flow
RE: Colebrook White v.s. Manning Equation for Pipe Flow
RE: Colebrook White v.s. Manning Equation for Pipe Flow
RE: Colebrook White v.s. Manning Equation for Pipe Flow
RE: Colebrook White v.s. Manning Equation for Pipe Flow
http://www.eng-tips.com/search.cfm?q=Colebrook+Whi...
RE: Colebrook White v.s. Manning Equation for Pipe Flow
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