4.5 Article

Bed level fluctuations in the inner surf and swash zone of a dissipative beach

Journal

MARINE GEOLOGY
Volume 349, Issue -, Pages 99-112

Publisher

ELSEVIER
DOI: 10.1016/j.margeo.2014.01.006

Keywords

Beaches; Erosion; Morphology

Funding

  1. National Science Foundation [OCE-0845004]
  2. University of Delaware
  3. Natural Environmental Research Council [NE/G007543/1]
  4. Australian Research Council Discovery Project [DP110101176]
  5. NERC [NE/G007543/1] Funding Source: UKRI

Ask authors/readers for more resources

A field study was conducted on a dissipative beach to quantify inner surf and swash-zone bed level change during periods of inundation and throughout a tidal cycle. Elevation changes were acquired at millimeter resolution with a new conductivity concentration profiler that allowed quantification of the bed level throughout the duration of the wave/swash cycle and also during periods of bed exposure. Bed level change spectra showed the highest energy at low frequencies even though event-scale net bed level changes were observed to exceed the tidal-scale net bed level change. Net bed level change for individual events was nearly normally distributed with most individual events displaying little or no net bed level change. Large erosion and accretion events with bed level elevation magnitudes that exceeded net tidal elevation change occurred with similar frequency. The similarity between the frequency of large erosion and large accretion events suggests that a few events may be ultimately responsible for the observed net elevation change over the tidal cycle. The large events displayed different hydrodynamic characteristics. Erosion events had longer duration onshore-directed flow and higher maximum onshore-directed velocity magnitude than offshore-directed velocity magnitude. The opposite was found for accretion events that had longer duration offshore-directed flow and a higher maximum offshore-directed velocity magnitude than onshore-directed velocity magnitude. (C) 2014 Elsevier B.V. All rights reserved.

Authors

I am an author on this paper
Click your name to claim this paper and add it to your profile.

Reviews

Primary Rating

4.5
Not enough ratings

Secondary Ratings

Novelty
-
Significance
-
Scientific rigor
-
Rate this paper

Recommended

Article Engineering, Civil

Performance of a dynamic cobble berm revetment for coastal protection, under increasing water level

Paul M. Bayle, Chris E. Blenkinsopp, Daniel Conley, Gerd Masselink, Tomas Beuzen, Rafael Almar

COASTAL ENGINEERING (2020)

Article Environmental Sciences

Beach Profile Changes under Sea Level Rise in Laboratory Flume Experiments at Different Scale

Paul M. Bayler, Tomas Beuzen, Chris E. Dlenkinsopp, Tom E. Baldock, Ian L. Turner

JOURNAL OF COASTAL RESEARCH (2020)

Article Environmental Sciences

Using Citizen Science to Collect Coastal Monitoring Data

John Hart, Chris Blenkinsopp

JOURNAL OF COASTAL RESEARCH (2020)

Article Environmental Sciences

Surf Zone Wave Measurements from Lidar Scanners: Analysis of Non-hydrostatic Processes

Kevin Martins, Philippe Bonneton, Paul M. Bayle, Chris E. Blenkinsopp, Arthur Mouragues, Herve Michallet

JOURNAL OF COASTAL RESEARCH (2020)

Article Engineering, Marine

Lidar Observations of the Swash Zone of a Low-Tide Terraced Tropical Beach under Variable Wave Conditions: The Nha Trang (Vietnam) COASTVAR Experiment

Luis Pedro Almeida, Rafael Almar, Chris Blenkinsopp, Nadia Senechal, Erwin Bergsma, France Floc'h, Charles Caulet, Melanie Biausque, Patrick Marchesiello, Philippe Grandjean, Jerome Ammann, Rachid Benshila, Duong Hai Thuan, Paula Gomes da Silva, Nguyen Trung Viet

JOURNAL OF MARINE SCIENCE AND ENGINEERING (2020)

Article Engineering, Civil

Breaking Wave Imaging Using Lidar and Sonar

Oscar Bryan, Paul M. Bayle, Christopher E. Blenkinsopp, Alan J. Hunter

IEEE JOURNAL OF OCEANIC ENGINEERING (2020)

Article Engineering, Civil

A new approach for scaling beach profile evolution and sediment transport rates in distorted laboratory models

Paul Maxime Bayle, Tomas Beuzen, Christopher Edwin Blenkinsopp, Tom E. Baldock, Ian Lloyd Turner

Summary: Laboratory wave flume experiments are often used in coastal engineering and physical oceanography to understand morphodynamic processes. This study compared beach profile evolution under erosive waves and increasing water levels in three different facilities, showing that distorted profiles can be suitable for comparison with a modified Dean number. The new scaling method showed good agreement between dimensionless profile shape, sediment transport, and morphodynamics parameters.

COASTAL ENGINEERING (2021)

Article Multidisciplinary Sciences

High-resolution, large-scale laboratory measurements of a sandy beach and dynamic cobble berm revetment

Chris E. Blenkinsopp, Paul M. Bayle, Daniel C. Conley, Gerd Masselink, Emily Gulson, Isabel Kelly, Rafael Almar, Ian L. Turner, Tom E. Baldock, Tomas Beuzen, Robert T. McCall, Huub Rijper, Ad Reniers, Peter Troch, David Gallach-Sanchez, Alan J. Hunter, Oscar Bryan, Gwyn Hennessey, Peter Ganderton, Marion Tissier, Matthias Kudella, Stefan Schimmels

Summary: High quality laboratory measurements of nearshore waves and morphology change are crucial for understanding coastal processes. The DynaRev experiment studied sandy beach response to water level rise and wave conditions with and without a dynamic cobble berm revetment, using a large array of instrumentation to capture wave transformation, beach profile change, and detailed hydro and morphodynamic measurements.

SCIENTIFIC DATA (2021)

Correction Multidisciplinary Sciences

High-resolution, large-scale laboratory measurements of a sandy beach and dynamic cobble berm revetment (vol 8, 22, 2021)

Chris E. Blenkinsopp, Paul M. Bayle, Daniel C. Conley, Gerd Masselink, Emily Gulson, Isabel Kelly, Rafael Almar, Ian L. Turner, Tom E. Baldock, Tomas Beuzen, Robert T. McCall, Huub Rijper, Ad Reniers, Peter Troch, David Gallach-Sanchez, Alan J. Hunter, Oscar Bryan, Gwyn Hennessey, Peter Ganderton, Marion Tissier, Matthias Kudella, Stefan Schimmels

Summary: A correction to this paper has been published.

SCIENTIFIC DATA (2021)

Article Engineering, Civil

Behaviour and performance of a dynamic cobble berm revetment during a spring tidal cycle in North Cove, Washington State, USA

Paul M. Bayle, George M. Kaminsky, Chris E. Blenkinsopp, Heather M. Weiner, David Cottrell

Summary: The study examined the application of dynamic cobble berm revetments in North Cove, WA, USA, finding that they exhibited dynamic stability and the ability to quickly reshape during a spring tidal cycle. Despite being effective in protecting sandy beaches and hinterlands, the revetments experienced volume reduction and localized cobble transport due to significant wave height and high water levels. Additionally, the behavior of cobble berm revetments was found to be influenced by variations in the cobble-sand matrix.

COASTAL ENGINEERING (2021)

Article Engineering, Multidisciplinary

Monitoring deformations of infrastructure networks: A fully automated GIS integration and analysis of InSAR time-series

Valentina Macchiarulo, Pietro Milillo, Chris Blenkinsopp, Giorgia Giardina

Summary: Ageing stock and extreme weather events pose a threat to the safety of infrastructure networks. Insufficient funding for infrastructure management hinders systematic inspections, potentially leading to unnoticed distress and catastrophic failures. Synthetic Aperture Radar Interferometry (InSAR) has been proven to accurately detect surface deformations of different assets, offering a cost-effective and near-real-time monitoring tool. However, the large amount of data provided by InSAR requires automated integration with infrastructure inventories. This paper presents a new methodology that automates the integration of InSAR measurements and Geographic Information System-infrastructure inventories to detect potential warnings in extensive transport networks.

STRUCTURAL HEALTH MONITORING-AN INTERNATIONAL JOURNAL (2022)

Article Environmental Sciences

Remote Sensing of Wave Overtopping on Dynamic Coastal Structures

Chris E. Blenkinsopp, Tom E. Baldock, Paul M. Bayle, Ollie Foss, Luis P. Almeida, Stefan Schimmels

Summary: The development of coastal regions and rising sea levels have increased the risk of coastal flooding. Traditional methods for measuring wave overtopping are not suitable for dynamically stable coastal protection structures. This study explores the potential use of 2D laser scanners to remotely sense the flow volumes overtopping a porous dynamic revetment and proposes two analysis methods to estimate the overtopping volumes.

REMOTE SENSING (2022)

Article Engineering, Civil

Multi-temporal InSAR for transport infrastructure monitoring: recent trends and challenges

Valentina Macchiarulo, Pietro Milillo, Chris Blenkinsopp, Cormac Reale, Giorgia Giardina

Summary: InSAR technology offers cost-effective deformation measurements for transport infrastructure globally, aiding in monitoring and maintenance to enhance infrastructure resilience. However, its limitations must be considered when implementing.

PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-BRIDGE ENGINEERING (2021)

Article Engineering, Civil

Wave runup on composite beaches and dynamic cobble berm revetments

C. E. Blenkinsopp, P. M. Bayle, K. Martins, O. W. Foss, L-P Almeida, G. M. Kaminsky, S. Schimmels, H. Matsumoto

Summary: The effects of climate change, sea level rise, and overpopulation are causing increasing stress on coastal regions. This paper presents a new methodology for predicting wave runup on composite beaches and dynamic cobble berm revetments, based on high-resolution measurements and insights from field and laboratory experiments.

COASTAL ENGINEERING (2022)

Article Environmental Sciences

The Effects of Surface Mixers on Stratification, Dissolved Oxygen, and Cyanobacteria in a Shallow Eutrophic Reservoir

E. Slavin, D. J. Wain, L. D. Bryant, M. Amani, R. G. Perkins, C. Blenkinsopp, S. Simoncelli, S. Hurley

Summary: Top-down surface mixers are effective in preventing stratification, controlling cyanobacteria, and limiting sediment release of soluble manganese in drinking water reservoirs. However, their limited range of influence leaves a majority of the reservoir exposed to potential issues such as stratification, anoxia, and internal loading of inorganic nutrients and metals.

WATER RESOURCES RESEARCH (2022)

No Data Available