Controlling Effect of Longshore Sand Transport by Detached Breakwaters With Permeable Pile Structure

Journal of Japan Society of Civil Engineers, Ser. B3 (Ocean Engineering)
doi 10.2208/jscejoe.73.i_564
Full Text
Abstract

Available in full text

Date
Authors
Publisher

Japan Society of Civil Engineers

Related search

Difference in Controlling Effect of Longshore Sand Transport on Coast Composed of Two Grain Size Populations by Groins

Journal of Japan Society of Civil Engineers, Ser. B2 (Coastal Engineering)
2017English

Improved Longshore Sand Transport Evaluation

Coastal Engineering Proceedings
1988English

Movable-Bed Experiment on Function of an L-Shape Groin Combined With Detached Breakwater of Permeable Pile Structure

Journal of Japan Society of Civil Engineers, Ser. B3 (Ocean Engineering)
2017English

Field Experiment of Controlling Longshore Sand Transport Using Stone Groin in Sanbyakken Region in Nakatsu Tidal Flat

Journal of Japan Society of Civil Engineers, Ser. B3 (Ocean Engineering)
2011English

Field Experiments on Longshore Sand Transport in the Surf Zone

Coastal Engineering Proceedings
1982English

Statistical Analysis of Detached Breakwaters in Japan

Coastal Engineering Proceedings
1988English

Changes in Bathymetry and Longshore Sand Transport Around Artificial Headland With Various Shapes and Scales

PROCEEDINGS OF COASTAL ENGINEERING, JSCE
2008English

Effect of Pile Diameter on Base Resistance of Non-Displacement Pile in Sand

Transactions of the Architectural Institute of Japan
1979English

Hydrodynamic Characteristics of Pile-Supported Vertical Wall Breakwaters

Journal of Waterway, Port, Coastal and Ocean Engineering
CivilOcean EngineeringTechnologyWater ScienceStructural Engineering
2006English

Amanote Research

Note-taking for researchers

Follow Amanote

© 2024 Amaplex Software S.P.R.L. All rights reserved.

Privacy PolicyRefund Policy