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Titlebook: Soft Shore Protection; An Environmental Inn Constantine Goudas,George Katsiaris,Theophanis Kar Book 2003 Springer Science+Business Media Do

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书目名称Soft Shore Protection
副标题An Environmental Inn
编辑Constantine Goudas,George Katsiaris,Theophanis Kar
视频video
丛书名称Coastal Systems and Continental Margins
图书封面Titlebook: Soft Shore Protection; An Environmental Inn Constantine Goudas,George Katsiaris,Theophanis Kar Book 2003 Springer Science+Business Media Do
描述Global warming, melting polar caps, rising sea levels and intensifying wave-current action, factors responsible for the alarming phenomena of coastal erosion on the one hand and adverse environmental impacts and the high cost of ‘hard‘ protection schemes, on the other, have created interest in the detailed examination of the potential and range of applicability of the emerging and promising category of ‘soft‘ shore protection methods. ‘Soft‘ methods such as beach nourishment, submerged breakwaters, artificial reefs, gravity drain systems, floating breakwaters, plantations of hydrophylous shrubs or even dry branches, applied mostly during the past 20 years, are recognised as possessing technical, environmental and financial advantageous properties deserving more attention and further developmental experimentation than has occured hitherto. On the other hand, ‘hard‘ shore protection methods such as seawalls, groins and detached breakwaters, artefacts borrowed from port design and construction technology, no matter how well designed and well implemented they may be, can hardly avoid intensification of the consequential erosive, often devastating, effects on the down-drift shores. More
出版日期Book 2003
关键词Coast; Delta; Erosion; Ocean; Oceanography; Profil; Transport; hydrogeology
版次1
doihttps://doi.org/10.1007/978-94-010-0135-9
isbn_softcover978-94-010-3966-6
isbn_ebook978-94-010-0135-9Series ISSN 1384-6434
issn_series 1384-6434
copyrightSpringer Science+Business Media Dordrecht 2003
The information of publication is updating

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Soft Shore Protection978-94-010-0135-9Series ISSN 1384-6434
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Softer Solutions to Coastal Erosion: Making the Transition from Resistance to Resilience,mentation and evaluation of the softer methods need to be appropriate to the severity of the erosion risk. Second, the costs and benefits need to be assessed in ways that take account of changes in levels of risk, frequencies of damaging events and intangible costs and benefits. Third, the coastal c
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Nourishing Eroding Beaches: Examples from the West-Central Coast of Florida,as seen more than a dozen large-scale projects in past 20 years. The biggest problem with such projects along this coast is the limited sediment available. Most projects rely on the ebb-tidal deltas of tidal inlets but offshore sand bars are present along some coastal reaches..The type of constructi
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Relative Significance of Background Erosion and Spreading Losses: An Aid for Beach Nourishment Desithe project evolution in the absence of background erosion, namely the ‘spreading out’ effects and profile adjustment. This paper examines the relative significance of background erosion and volumetric spreading for idealized initial nourishment planforms. According to approximate beach nourishment
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The Use of Relict Sand Lying on the Continental Shelf for Unprotected Beach Nourishment,ment. The success of such a policy strongly depends on the availability of large quantity of sand (in the order of millions of cubic metres). The exploitation of marine sand deposits buried in the continental shelf may meet such a large need. The prospection of sand is mainly realised with reflectio
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Predicting Morphological Changes on a Complex 3D Site Using the Genesis Model,the processes responsible, but there are still conflicting views about the relative efficiency of estuarine flows, tidal currents and waves in controlling the morphology of the area. A numerical investigation was carried out at the site in order to assess the importance of longshore transport proces
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Methodology of Sandy Beach Stabilization by Nourishment: A Long-Term Morphodynamic Modelling Approaastal structures are of little use for stabilization as they cause beach profiles to gradually become steep. The equation for a stable sandy beach is derived from the set of the equations of continuity for beach change and longshore sediment transport under unsteady and non-uniform conditions, so th
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