Please use this identifier to cite or link to this item: https://hdl.handle.net/11681/2818
Title: Weir sand-bypassing systems
Authors: Weggel, J. Richard (John Richard), 1941-
Keywords: Coastal engineering
Sand bypassing
Hydraulics
Shore structures
Navigation
Weir jetties
Design
Issue Date: Apr-1981
Publisher: Coastal Engineering Research Center (U.S.)
Engineer Research and Development Center (U.S.)
Series/Report no.: Special report (Coastal Engineering Research Center (U.S.)) ; no. 8.
Description: Special Report
Abstract: This report presents methodology for designing weir sand-bypassing systems. Jetties are generally shore-normal structures built at tidal inlets to fix the location of the inlet and associated navigation channel. In a weir-jetty system one or both jetties is constructed with a low weir section across which sediment can move into a deposition basin. The sediment caught in the excavated deposition basin is periodically dredged and bypassed to downdrift beaches to preclude serious erosion of those beaches. The design of a weir bypassing system requires knowledge of the wave and sand transport conditions at a site and involves locating and proportioning the jetties, weir section, deposition basin, and navigation channel, as well as selecting and designing the desired updrift and downdrift beach configuration. Methods of data analysis and interpretation for weir-system design are presented along with guidance on proportioning the various components of a weir bypassing system.
URI: http://hdl.handle.net/11681/2818
Appears in Collections:Special Report

Files in This Item:
File Description SizeFormat 
1091.pdf4.09 MBAdobe PDFThumbnail
View/Open