THE STABLE PROFILES OF THE CURVED OPEN CHANNEL BEDS
THE STABLE LATERAL BED PROFILES OF THE CONTINUOUS CURVED OPEN CHANNEL, BOTH IN DYNAMIC AND IN STATIC EQUILIBRIUM, WERE ANALYZED THEORETICALLY BASED ON SOME ASSUMPTIONS ABOUT VELOCITY AND BED LOAD DISTRIBUTIONS IN THE BENDS. THIRTY-THREE MOVABLE BED EXPERIMENTS, USING ELEVEN CHANNEL CONFIGURATIONS, VERIFIED THE THEORETICAL ANALYSIS. THE EXPERIMENTS ALSO CLARIFIED SOME CHARACTERISTICS OF THE STABLE PLANE PROFILES OF THE BEDS AND OF THE FLOW IN THESE STATES.
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Supplemental Notes:
- PART I
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Corporate Authors:
Public Works Res Inst, Cm /Japan
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Authors:
- Suga, K
- Publication Date: 1971
Media Info
- Features: Figures;
- Pagination: p. 63-71
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Serial:
- Publication of: Airport Forum
- Volume: 12
- Publisher: Airport Forum
Subject/Index Terms
- TRT Terms: Channels (Waterways); Deposits (Geology); Loads; Scour; Sedimentation
- Old TRIS Terms: Bed load; Water borne deposits
- Subject Areas: Geotechnology; Highways; Hydraulics and Hydrology;
Filing Info
- Accession Number: 00204453
- Record Type: Publication
- Files: TRIS
- Created Date: Jul 24 1972 12:00AM