by [Dept. of Defense], Dept. of the Army, Corps of Coastal Engineering Research Center, for sale by the National Technical Information Service in Fort Belvoir, Va, Springfield, Va .
Written in English
|Statement||by Robert Ray ; Coastal Engineering Research Center.|
|Series||Miscellaneous report - Coastal Engineering Research Center ; MR 77-4|
|Contributions||Coastal Engineering Research Center (U.S.)|
|The Physical Object|
|Pagination||75,  p. :|
|Number of Pages||75|
Additional Physical Format: Online version: Ray, Robert. Laboratory study of the stability of sand-filled nylon bag breakwater structures (OCoLC) Laboratory study of the stability of sand-filled nylon bag breakwater structures. Fort Belvoir, Virginia: U.S. Army, Corps of Engineers, Coastal Engineering Research Center, (OCoLC) Material Type: Document, Government publication, National government publication, Internet resource: Document Type: Internet Resource, Computer File. A laboratory study of the stability of sand-filled nylon bag breakwater structures / By Robert Ray and Coastal Engineering Research Center (U.S.) Abstract "March "Includes bibliographical references (page 71).Mode of access: Internet. A laboratory study of the stability of sand-filled nylon bag breakwater structures / By Robert. Ray. Topics: Breakwaters, Shore protection, Water waves. Publisher: Fort Belvoir, Va.:U.S. Coastal Engineering Research.
A laboratory study of the stability of sand-filled nylon bag breakwater structures / By Robert. Ray. Cite. BibTex; Full citation; Topics: Breakwaters. Stability analysis and design of offshore submerged breakwater constructed using sand filled geosynthetic tubes Kiran ,*, Vijaya Ravichandrana, Sivakholundu aNational Institute of Ocean Technology, Pallikaranai, Chennai, India Abstract Kadalur Periyakuppam (KPK) is a fishing village located 70 km south of Chennai in Tamil Nadu. King Harbor, Redondo Beach, California, breakwater stability study: hydraulic model investigation. A laboratory study of the stability of sand-filled nylon bag breakwater structures. . “A laboratory study of the stability of sand-ﬁlled nylon. bag breakwater structures.” One emergent and three submerged breakwaters built of sand-filled nylon bags on a sand bed were.
stability Hudson’s or Van der Meer’s formulae. The required rock diameter for an overtopping breakwater can then be determined, for instance, by application of a reduction factor for the mass of the armour. Other formulations to the design of such overtopped structures can also be used. The design and stability of the submerged breakwater made of geosynthetic tube is discussed in Kiran et al . In order to compare the costing a submerged rubble mound breakwater of the same. Shoreline Stabilization Structures by Monica A. Chasten, Julie D. Rosati, John W. McCormick Design graph of reef type breakwater using the spectral stability number N*, (Van der Meer ) .. 89 vii. Figure Terminology involved in performance characteristics The study was conducted under the. Generai overview on stability criteria for transition structures and other design aspects Breakwater List of main symbols References vm 81 84 87 89 90 92 92 92 94 94 95