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Pitfalls of Shoreline Stabilization: Selected Case Studies by Steven Brayshaw, Charles Lemckert (auth.), J. Andrew G.

By Steven Brayshaw, Charles Lemckert (auth.), J. Andrew G. Cooper, Orrin H. Pilkey (eds.)

At the coast all isn't really what it sort of feels. many years of beachfront improvement have obvious quite a few efforts to stabilize the coastline to guard ill-placed beachfront estate, either from coastline erosion and from typhoon harm. either one of those difficulties turn into more and more serious in a time of emerging sea point. Many usual shores are sponsored through sea partitions, whereas others were remodeled by means of entire sequence of groynes, offshore breakwaters and a plethora of alternative schemes. Many leisure shorelines are literally man made replicas of the true factor, emplaced to guard badly put infrastructure and maintained simply via ongoing high priced seashore nourishment. besides the fact that, all of those makes an attempt to stabilize the coastline are faraway from benign. Degradation or even whole lack of the all very important leisure seashore occasionally effects from seawall emplacement. more and more, the alternative of coastline stabilization technique will rely on plans for destiny reaction to emerging seas which in lots of situations may well contain retreat from the coastline instead of preserving the road. This publication explores, via a chain of case reports from world wide, the pitfalls of coastline stabilization and gives a prepared reference for people with an curiosity in coastline administration. it truly is relatively well timed in a time of worldwide change.

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Extra resources for Pitfalls of Shoreline Stabilization: Selected Case Studies

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This is a classical erosion problem caused by dredging and stabilization of delta inlets that interrupts longshore transport that deprives downdrift shores of sediment, as so well described long ago by Bruun (1978). Impacts on adjacent shorelines can be substantial if the channel is dredged through a portion of the ebb-tidal delta and associated shoals that are close to or attached to the shore. In this case, the tendency of the shoreline is to erode, to compensate for the sand removed from the shoal, and to readjust the slopes to a more natural shape in the form of an equilibrium slope.

With increased soil erosion but reduced sediment supply to many of the world’s deltas by dams in the catchments (Syvitski et al. 2005), repair of deltaic systems damaged by dredging becomes problematic due to lack of downstream sediment supply and may contribute to a worsening of the shore erosion problem that was intended for correction. As with most systems in Nature, morphodynamic systems are interconnected and disruption of one part of a system can magnify effects on other parts of related (interconnected) sand-sharing systems.

2 Adelaide Beach Management 1836–2025 Fig. D. Short Fig. 5 (a) West Beach breakwater and marina (left), with sewerage outfall under construction (right) and Adelaide Airport behind; (b) the trained mouth of the Patawalonga River at Glenelg, together with the marina development. Note the bypassing dredge in lee of the detached breakwater (Photos: S. 1 23 Stormwater and Wastewater Outlets and Impacts Adelaide’s stormwater is discharged though three major outlets at Barcoo, Torrens and the Port estuary, together with many smaller outlets.

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