共查询到20条相似文献，搜索用时 31 毫秒
1.
《Coastal Engineering》2005,52(10-11):819-840
The purpose of this paper is to present methods and examples of economic valuation in the framework of cost–benefit analysis of coastal defense schemes. We summarize the concepts of value in economics and their application to coastal erosion defense. We describe the results of an original benefit transfer exercise on beach recreation, that is, whether and how values known for some sites can be used to assess the value of some other sites. We present six original case studies on the valuation of the benefits of coastal erosion defense; four of them focus on beach recreation in Italy, one focuses on the conservation of the Venice heritage, and one on biodiversity in The Netherlands. The results of the case studies are illustrative of the diversity of values for the many types of non-marketed assets that may be protected from sea erosion. 相似文献
2.
Ray-Yeng Yang Ying-Chih Wu Hwung-Hweng Hwung Jiing-Yih Liou Igor V. Shugan 《Ocean & Coastal Management》2010,53(9):552-561
The shoreline of Taiwan is approximately 1100 km long, composed of sandy beach, rocky coast, and reef coast. Almost half of the shoreline has been protected by seawalls, which play an important role for coastal protection and prevent people and infrastructure from coastal hazard. Besides, offshore breakwaters and groynes are also built in the serious erosion coastal shores. All these hard engineering structures made our coastal land safety to some extent at last fifty years. However, until now, the hard engineering structures applied for shore protection do not always work well on all the coasts around Taiwan. Some coastal areas still get eroded seriously with structures being damaged. Furthermore in the recent years, people gradually value the shore protection from different viewpoints, like environment, recreation, and ecology. The objectives of the shore protection are diversified by these new demands.Therefore, the purpose of this study is to evaluate the strategy on how to conjoint soft solutions into the current hard engineering structures for beach erosion control throughout Taiwan coast. Meanwhile, this paper will also introduce environmentally, user-oriented, and technically sound creditable protection works to meet the new trends of shore protection. For application purpose, two local sites in the southwestern Taiwan coast are selected for field experimental study to integrate the proposed soft solution with hard shore protection system at present. Furthermore for coastal management purpose, this paper also collects and analyzes hydro-morphodynamic data around Taiwan in order to identify beach erosion mechanism. Lastly, the results are presented by database and geographic information system. 相似文献
3.
漠阳江入海口东侧海岸侵蚀现状及成因分析 总被引：1，自引：0，他引：1
对漠阳江入海口东侧海岸的侵蚀情况进行了详细的野外调查,在2年的调查时间内对监测岸段的海岸线位置及海滩地形开展了5次重复测量。各次测量结果的对比表明,漠阳江入海口东侧海岸遭受了严重的侵蚀,岸线平均后退速率达15m.a 1;海滩地形剖面的动态变化则显示海岸侵蚀和淤积情况随季节而改变,在2008年台风"黑格比"登陆后,研究区岸线大幅后退,岸滩地形发生了深刻变化。通过对研究区海岸侵蚀特点的分析,认为砂质海岸的脆弱性和水动力作用是该区海岸侵蚀的基本条件,风暴潮是造成该区海岸严重侵蚀的重要因素;另外,人类活动也加剧了研究区的海岸侵蚀。 相似文献
4.
This paper examines the vulnerability to flooding and erosion of four open beach study sites in Europe. A framework for the quantitative estimation of present and future coastal flood and erosion risks is established using methods, data and tools from across a range of disciplines, including topographic and bathymetric data, climate data from observation, hindcast and model projections, statistical modelling of current and future climates and integrated risk analysis tools. Uncertainties in the estimation of future coastal system dynamics are considered, as are the consequences for the inland systems. Different implementations of the framework are applied to the study sites which have different wave, tidal and surge climate conditions. These sites are: Santander, Spain—the Atlantic Ocean; Bellocchio, Italy—the Adriatic Sea; Varna, Bulgaria—the Black Sea; and the Teign Estuary, UK—the northern Atlantic Ocean. The complexity of each system is first simplified by sub-division into coastal “impact units” defined by homogeneity in the local key forcing parameters: wave, wind, tide, river discharge, run-off, etc. This reduces the simulation to that of a number of simpler linear problems which are treated by applying the first two components of the Source–Pathway–Receptor–Consequence (S–P–R–C) approach. The case studies reveal the flexibility of this approach, which is found useful for the rapid assessment of the risks of flooding and erosion for a range of scenarios and the likely effectiveness of flood defences. 相似文献
5.
《Ocean & Coastal Management》1999,42(1):49-62
A comparison between open marshes (un-reclaimed) and breached reclaimed land is made for sites within the Medway estuary, UK, in order to determine the effectiveness of these natural retreat sites in protecting the hinterland, and to use these findings as an analogue for modern managed retreat schemes. Two sites, who’s defences were breached at the turn of the century are studied to show rates of erosion experienced by the post-breach marsh, and compared to open marshes in the same system. This has shown that the rates of loss are greater in the open marshes over the same period of time, and that as an analogue for contemporary managed retreat sites, the breached sites have provided significant coastal protection to the hinterland for over 71 years, and, it could be argued, have survived natural erosive processes more effectively than open marshes. 相似文献
6.
Despite threats emanating from the influence of climate and non-climate forcing on the barrier island coastal region of southwestern Nigeria, the extent of the coastal erosion is poorly understood. We report evidence of coastal erosion and sediment accumulation in the region over a 34-year period (1973–2017), using Landsat imagery at intervals of approximately six years. Landsat image corrections and various water-extraction algorithms were used to systematically delineate coastal erosion and accumulation in the area. The region was subdivided into western and eastern subregions separated by Lagos Harbour. In the west, erosion took place during the periods 1973–1979, 1979–1984, 1990–1999 and 2005–2011, whereas in the east, erosion occurred during 1973–1979, 1990–1999 and 1999–2005. Coastal sediment accumulation occurred in the east during 1979–1984, 1984–1990, 2005–2011 and 2011–2017, whereas gains in the west occurred during 1984–1990, 1999–2005 and 2011–2017. The study revealed substantial net erosion of 1 228.1 ha in the region as a whole, over the full period. Sediment accumulation accompanying the coastal erosion appears to be linked to longshore drift. Erosion between 1973 and 2011 was probably attributable to climate change (storms and tidal conditions), longshore drift, the inflow and outflow of water at Lagos Harbour, coastal morphology and, possibly, human impacts. However, the coastal changes between 2011 and 2017 were more obviously associated with human activities, such as development of the Eko Atlantic construction project. Coastal surveillance, together with the use of environmentally sensitive protective measures, could possibly help to reduce coastal erosion in the region. Careful coastal management practices, including artificial nourishing and the installation of resilient structures (e.g. seawalls), should be undertaken to protect human settlements that are already at risk from sea-level rise. 相似文献
7.
An experimental investigation of coastal erosion generated by the action of regular and irregular waves was carried out in laboratory channels. Natural beach sand, with medium diameter of 0.35 mm and specific gravity of 2.63, was used in this study. A 1:5 initial beach slope was selected for the model tests. Different wave groups were generated over the initially flat beach, and the characteristics of coastal erosion geometry such as erosion lengths, erosion depths, location of maximum erosion point, and total erosion areas were measured. The most important parameters governing coastal erosion were evaluated by using earlier investigations and experimental results. These parameters were expressed as a dimensionless group by using π theory. The empirical relationships between the geometric characteristics of coastal erosion and the dimensionless group are proposed through regression analysis for pure regular waves, pure irregular waves, and regular-irregular waves. The parameters, which were used to define geometric characteristics of coastal erosion, were evaluated and some ratios of these parameters gave a constant value. 相似文献
8.
The Netherlands is a low-lying country, in which 9 million people are living below sea level and 70% of the gross domestic product is being earned in areas below sea level. Therefore, protection against flooding is traditionally the primary focus of coastal policy in the Netherlands. Analysis shows that characteristics of Dutch coastal management very well comply with the recommendations and key concepts to support sustainable coastal management as issued by the EU in 2004 (EUROSION). Sediment management represents the core of erosion management in the Netherlands; key concepts like resilience, coastal sediment cells, favorable sediment status and strategic sediment reservoirs, are important building stones. Development and implementation of coastal erosion management in the Netherlands, has implicitly been guided by a systematic Frame-of-Reference. Characteristics of this approach are the definition of clear objectives at different levels (i.e. strategic, tactical and operational) and an operational decision recipe related to policy development and implementation. Application of the Frame-of-Reference to current problems and challenges in Dutch coastal management indicates its ability to reveal shortcomings of the existing approach, and to explore potential solutions. Where EUROSION offers important concepts to define coastal erosion management, the Frame-of-Reference offers a tool to discern different objectives and responsibilities. The combination of both strongly supports implementation of coastal erosion management. 相似文献
9.
E. Koutrakis A. Sapounidis S. Marzetti V. Marin S. Roussel S. Martino M. Fabiano C. Paoli H. Rey-Valette D. Povh C.G. Malvárez 《Ocean & Coastal Management》2011,54(11):821-830
Member States of the European Union and the Mediterranean Regional Sea need to elaborate national strategies for coastal management according to ICZM principles and to undertake national stock-taking, which must consider major actors, laws and institutions influencing the management of their national coastal zone. However, different approaches to coastal management and defence and various degrees of development and implementation of national ICZM strategies can be found. The research presented in this article aims to analyze the different situations and to contribute to the further development of a common approach in terms of methodology to establish stakeholder and users participation in ICZM. An extensive survey was conducted in five pilot sites along the European Mediterranean coastal zone (Greece, Italy and France) show beach visitors’ perception of ICZM, coastal erosion and coastal defence systems, and beach visitors’ Willingness To Pay (WTP) for beach defence. The survey yielded important information for coastal and beach managers. Surprisingly, the level of awareness about generic Coastal Zone Management was found to be rather low in all regions except Riccione Southern beach, Emilia-Romagna Region. In the Languedoc-Roussillon Region, this is justified by the fact that most of the respondents were not local people or beach visitors (other than recreational day-visitors). As regards coastal erosion it appears significant that, despite the lack of awareness demonstrated overall by stakeholders in the Region of East Macedonia and Thrace, visitors respond very positively to definitions and show awareness of the erosion process in their coastal system. In conclusion, in order to raise public awareness about ICZM, erosion and coastal defence systems, it is suggested that education, training and public awareness should be promoted as well as identification of local needs for the implementation of specific demand-driven studies. 相似文献
10.
我国淤泥质海岸侵蚀研究现状与展望 总被引：2，自引：0，他引：2
系统总结了20世纪80年代以来我国淤泥质海岸侵蚀研究的新进展,着重对现代黄河三角洲、长江三角洲与杭州湾北岸以及苏北废黄河三角洲的侵蚀状况、机理、模式模型、灾害评价及防护对策等进行了综述,展望了今后我国淤泥质海岸侵蚀研究的主要内容,即加强对非周期性事件的野外现场观测及作用评估,加强侵蚀因素的定量研究,提高岸线判别精度,完善并推广数值计算模式模型,加强侵蚀灾害的综合评价等。 相似文献
11.
《Coastal Engineering》2005,52(10-11):977-994
This paper focuses on the analysis of the morphological response induced by low-crested structures on the adjacent seabed, with emphasis on the far-field erosion that is frequently observed close to roundheads and at the gaps between structures. The analysis is based on observations of far-field erosion, both at prototype scale and in laboratory experiments. Mechanisms responsible for the observed erosion are highlighted using coastal area numerical modelling tools to simulate the flow patterns induced by schemes involving low-crested structures. Finally, an example of the use of a coastal area morphological modelling system to investigate the dependence of the far-field erosion processes on the freeboard of the coastal protection structures is presented and discussed. 相似文献
12.
Discussion on Coastal Erosion Near Xizhuang, Penglai, China 总被引：1，自引：0，他引：1
Wu Guiqiu Li Wei Professor First Institute of Oceanography State Oceanic Administration Qingdao Associate Researcher 《中国海洋工程》1994,(2)
-In this work, on the basis of the characteristics of coastal erosion near Xizhuang (Penglai, Shandong, China) and the in-situ measured data and theoretical calculation, the causes of coastal erosion there are obtained: (1) natural erosion, (2) beach sand borrowing, and (3) sand borrowing at the Dengzhou shoal near Xizhuang, which results in the loss of the function of the wave force resistance of the shoal. Since the wave energy is increased, the longshore sediment transport rate is increased. Coastal erosions are more and more serious. A scientific basis to reduced the calamity of coastal erosion in local area is presented. Some experiences are accumulated for studying coastal erosion. 相似文献
13.
山东省的海岸侵蚀灾害 总被引：1，自引：0，他引：1
论述了山东省海岸侵蚀灾害的基本特征，详细叙述了９２１６号强热带气旋暴潮的海岸侵蚀灾害情况。分析了海岸侵蚀灾害的基本特征，即侵蚀灾害的普遍性，侵蚀原因的多样性，人为因素的突出性，侵蚀灾害的连续性和突发性灾害的严重性，最后提出了海岸侵蚀灾害的防治与对策。 相似文献
14.
15.
The results of permafrost and coastal dynamics investigations at four key sites on the shores of the Kara and Barents Seas are discussed. Three ACD key sites, Marre-Sale, Shpindler, and Kolguev, characterize areas with active thermal erosion; key site Cape Bolvansky is found on a relatively stable coast. It is found that the coastal retreat rate has spatial and temporal variability, which is typical of the entire Arctic coast. Coastal deposits on the Kara and Barents Seas have a low organic carbon content. Annual input of material into the Kara Sea resulting from coastal degradation reaches 35–40 million t, including about 7.5 million t of ice, 0.35 million t of organic carbon, and 0.3 million t of soluble salts.This revised version was published online January 2005 with corrections to the title of the article. 相似文献
16.
海岸开发工程回淤问题的动床波浪输沙试验研究 总被引：1，自引：1，他引：0
利用动床波浪输沙物理模型,试验研究了海岸开发工程引起的冲刷和回淤问题,直观预演了工程竣工后可能引起的;中淤现象。试验研究对象为南山滨海开发区旅游项目开发工程,试验结果给出了工程布置的各部分的淤积情况,表明淤积量较大,会引起工程区域及邻近海岸带的冲淤,并针对该工程提出建议。通过该试验的淤积情况表明：在实施海岸工程特别是在海岸带上做旅游项目开发时,要尽可能地不改变自然形成的原有海岸,否则可能会打破动态平衡,改变原有动力条件,破坏海洋环境,同时增加工程风险。强调了在海岸工程的设计和施工前要重视通过水工物模试验研究新平衡的演变过程。 相似文献
17.
M. Sanò J.A. Jiménez R. MedinaA. Stanica A. Sanchez-Arcilla I. Trumbic 《Ocean & Coastal Management》2011,54(12):943-950
Coastal erosion and storms represent a source of risk for settlements and infrastructure along the coast. At the same time, coastal natural assets, including landscape, are threatened by increasing development mainly driven by tourism. The Mediterranean coast is especially vulnerable to these processes, considering its high biological and cultural diversity. An additional challenge is represented by climate change, as it will force coastal communities to apply more or less drastic adaptation strategies. Coastal setbacks, used to protect coastal communities and infrastructure from storms and erosion, and to preserve coastal habitats and landscapes from degradation, is one of the main instruments suggested by the Protocol on Integrated Coastal Zone Management of the Barcelona Convention, entered into force on the 24 of March 2011. Its implementation has the potential to influence coastal policies in other regions, such as the neighbouring Black Sea.The CONSCIENCE project has formalized concepts and conducted specific studies to provide new tools for coastal erosion management practice. The objective of this paper is to present a synthesis of the research conducted into coastal setbacks for coastal erosion management and climate change adaptation. This is done by analysing the requirement of the Protocol, current processes and management practices in two case study areas (Costa Brava Bays in Spain and Danube Delta, in Romania) and the new challenges posed by climate change. 相似文献
18.
Marcel Marchand Agustin Sanchez-ArcillaMaria Ferreira Jeremy GaultJosé A. Jiménez Marina MarkovicJan Mulder Leo van RijnAdrian St?nic? Wojciech SuliszJames Sutherland 《Ocean & Coastal Management》2011,54(12):859-866
The main objective of the Conscience project was to develop and test concepts, guidelines and tools for the sustainable management of erosion along the European coastline, based on the best available scientific knowledge and on existing practical experience. Four concepts are potentially capable of providing the nexus between scientific knowledge and management: coastal resilience, coastal sediment cell, favourable sediment status and strategic sediment reservoir. The project has tested the use of these concepts and found that they are useful, provided that they are positioned and linked within a logical structure that we shall call the Conscience “Frame of Reference”, defined in time and space and supported through data and monitoring. Practical experience in six coastal sites in Europe has shown that the use of this Frame of Reference together with these concepts can make management objectives explicit and transparent. It can therefore support the design of an appropriate, resilience based coastal erosion management practice. 相似文献
19.
20.
海阳市砂质海岸资源丰富,延绵近120 km,尤以万米沙滩浴场著称,但近年岸滩侵蚀严重影响其社会经济发展.本研究基于海阳市羊角畔两侧长约20 km典型砂质海岸连续3 a的海岸线蚀和典型剖面蚀淤调查,定量化研究海滩侵蚀及其变化,辅以一维数值模型,研究人类活动影响下的泥沙运动特征和海滩侵蚀机制.研究结果表明,调查区42.5％和5.90％的砂质海岸分别处于侵蚀和强侵蚀状态,羊角畔东侧海岸侵蚀强度高于西侧,海阳港至海阳核电厂之间海滩侵蚀强度最高,海滩侵蚀强度与人类活动扰动程度密切相关.海岸工程、临海养殖和人为采砂导致海阳市部分砂质海岸侵蚀严重的主要原因,导致羊角畔两侧海岸侵蚀机制也不同.基于各岸段侵蚀机制特征有针对性地提出退养还滩、凸堤拆除和沙滩喂养等对策,以减缓海阳砂质海岸侵蚀威胁. 相似文献