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A platform for research: civil engineering, architecture and urbanism
Intake design for reduction of turbidity
Study to obtain data to make possible design and placement of intake structures for maximum efficiency in reducing turbidity; investigations were confined to intakes in rivers; apparatus designed and used in experiments is described; steel-framed flume of rectangular cross-section was bulkheaded to form receiving or mixing basin into which effluent from overhead delivery line could be discharged; 16-ft long experimental flume was of trapezoidal cross-section, 1-ft bottom width, 3-ft top width, and 1-ft depth; three intake pipes with ID of 0.684 in. were used.
Intake design for reduction of turbidity
Study to obtain data to make possible design and placement of intake structures for maximum efficiency in reducing turbidity; investigations were confined to intakes in rivers; apparatus designed and used in experiments is described; steel-framed flume of rectangular cross-section was bulkheaded to form receiving or mixing basin into which effluent from overhead delivery line could be discharged; 16-ft long experimental flume was of trapezoidal cross-section, 1-ft bottom width, 3-ft top width, and 1-ft depth; three intake pipes with ID of 0.684 in. were used.
Intake design for reduction of turbidity
AWWA -- J
Pakalnins, A. (author) / Cosgrove, W.J. (author) / Lindsay, R.J. (author)
1967
12 pages
Article (Journal)
English
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Intake Design for the Reduction of Turbidity
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