A review and assessment of longshore sediment transport equations for coarse-grained beaches
E Van Wellen, AJ Chadwick, T Mason - Coastal Engineering, 2000 - Elsevier
Previous assessments of analytical longshore sediment transport formulae have been
heavily biased towards sand-sized sediment. All have noted the shortage of high quality …
heavily biased towards sand-sized sediment. All have noted the shortage of high quality …
[图书][B] Hydraulics in civil and environmental engineering
A Chadwick, J Morfett, M Borthwick - 2021 - taylorfrancis.com
This classic text, now in its sixth edition, combines a thorough coverage of the basic
principles of civil engineering hydraulics with a wide-ranging treatment of practical, real …
principles of civil engineering hydraulics with a wide-ranging treatment of practical, real …
[图书][B] Coastal engineering: processes, theory and design practice
D Reeve, A Chadwick, C Fleming - 2018 - taylorfrancis.com
Effective coastal engineering is expensive, but it is not as costly as neglect or ineffective
intervention. Good practice needs to be based on sound principles, but theoretical work and …
intervention. Good practice needs to be based on sound principles, but theoretical work and …
A simple general expression for longshore transport of sand, gravel and shingle
LC Van Rijn - Coastal Engineering, 2014 - Elsevier
Longshore transport of sand, gravel and shingle has been studied using field and laboratory
data over a wide range of conditions. A detailed model (CROSMOR) for cross-shore and …
data over a wide range of conditions. A detailed model (CROSMOR) for cross-shore and …
Bedload sediment transport in coastal waters
RL Soulsby, JS Damgaard - Coastal Engineering, 2005 - Elsevier
Formulae for bedload transport of sediments in conditions characteristic of coastal waters
are developed from principles of physics. They cover driving forces of: current alone, current …
are developed from principles of physics. They cover driving forces of: current alone, current …
Review of the field-data base for longshore sediment transport
JS Schoonees, AK Theron - Coastal Engineering, 1993 - Elsevier
A literature search was undertaken to collect field data on longshore sediment transport.
This yielded a large number of data sets (273 points for bulk transport rates) from a variety of …
This yielded a large number of data sets (273 points for bulk transport rates) from a variety of …
Modelling gravel barrier profile response to combined waves and tides using XBeach: Laboratory and field results
JJ Williams, AR de Alegría-Arzaburu, RT McCall… - Coastal …, 2012 - Elsevier
XBeach, a process-based numerical model capable of computing nearshore circulation and
morphodynamics, including overwash and breaching, has been used in 1D mode to …
morphodynamics, including overwash and breaching, has been used in 1D mode to …
[HTML][HTML] Updated Review of Longshore Sediment Transport: Advantages, Disadvantages, and Comparisons Using a Satellite Image Methodology
CM Alpaca-Chacón, B Jigena-Antelo… - Journal of Marine …, 2024 - mdpi.com
This review updates the different categories and formulations of the calculation of longshore
sediment transport (LST) and summarizes their advantages and disadvantages. Most of …
sediment transport (LST) and summarizes their advantages and disadvantages. Most of …
High‐efficiency gravel longshore sediment transport and headland bypassing over an extreme wave event
RJ McCarroll, G Masselink, M Wiggins… - Earth surface …, 2019 - Wiley Online Library
Gravel beaches are common throughout the high latitudes, but few studies have examined
gravel transport rates, in particular at high energy levels, and no studies have quantified …
gravel transport rates, in particular at high energy levels, and no studies have quantified …
[HTML][HTML] High frequency in-situ field measurements of morphological response on a fine gravel beach during energetic wave conditions
This paper presents novel data collected over four weeks at Loe Bar, a fine gravel barrier (D
50= 3.5 mm), exposed to energetic wave conditions (H s10%= 2.4 m). Combined remote …
50= 3.5 mm), exposed to energetic wave conditions (H s10%= 2.4 m). Combined remote …