Example 13.2. Design a pipe outlet for the following data : Full supply discharge at the head of water course = 90 lit/sec = 205.00 m. = 204.00 m. %3D FSL in distributary %3D FSL in water course

Structural Analysis
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Chapter2: Loads On Structures
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Example 13.2. Design a pipe outlet for the following data :
Full supply discharge at the head of water course
FSL in distributary
:90 lit/ sec
%3D
=205.00 m.
%3D
= 204.00 m.
%3D
FSL in water course
Transcribed Image Text:Example 13.2. Design a pipe outlet for the following data : Full supply discharge at the head of water course FSL in distributary :90 lit/ sec %3D =205.00 m. %3D = 204.00 m. %3D FSL in water course
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