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Beaches along the eastern branch of the Giens double tombolo are subject to coastal erosion. Prediction of the behavior of the beach profile configuration in response to natural and anthropogenic changes using the concept of equilibrium beach profile(EBP) could be useful in finding the most suitable measure to address the erosion problem. Field investigation data of 11 beaches along the eastern tombolo were supplied for this study, and a nonlinear fitting technique was applied to estimate the best parameter values of seven empirical formulations of the relevant EBP. All of the observed beach profiles could be described by a single function, but a single EBP was inadequate to represent all of the beach profiles observed. The variation found could be explained in terms of longshore variation of bathymetry, sediment size, and wave parameters. Analysis of the validity of the EBPs revealed that a representative EBP of each beach is governed by different equilibrium parameters. 相似文献
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海滩平衡剖面是海岸近岸过程研究的一个重要概念,在海岸工程中有应用价值。通过分析认为粤东后江湾的海滩剖面处于动态平衡状态。应用Dean、Bodge和Lee等3种海滩平衡剖面模型对后江湾的海滩剖面数据进行拟合,并从地形动力学的角度对拟合结果进行了分析解释,结果表明3个模型中的参数分别包含有波浪周期或波长、剖面变化渐近深度、海滩反射性等物理意义。这可为海岸工程设计确定近岸水下地形轮廓提供重要的依据。 相似文献
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基于波浪泥沙物理模型,考虑不同水位条件、不同重现期的波浪作用以及复坡和单坡2种不同坡度的沙滩坡面,对斯里兰卡科伦坡港口人工沙滩的冲淤情况及稳定性进行试验研究。结果表明,在次生波作用下,沙滩出现了不同程度的冲刷,沙滩剖面出现冲刷的主要部位一般位于水面线以下的波浪破碎带内,但当波浪条件增大时,人工沙滩剖面在水面线以上也呈普遍冲刷状态。在试验工况范围内,外海水位越高,波高、周期越大,防波堤堤后的次生波越大,所造成的沙滩剖面变形越大,冲刷深度越大。复坡和单坡2种不同坡度方案滩面泥沙在次生波作用下的冲淤部位基本相似,剖面稳定性相当。 相似文献
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海岸植被作为新兴的生态护岸方式受到广泛关注。针对水动力要素对岸滩演变的作用,进行波浪及水深条件对植被岸滩准静态平衡剖面的影响规律研究。采用物理模型试验的方法,通过定性和定量分析,得出不同波高、不同周期规则波对植被岸滩平衡剖面的影响规律,以及波陡与岸滩无量纲尺寸的幂函数关系式和不同水深条件下各无量纲指标的变化趋势。结果显示,波高对平衡剖面的影响规律较明显,波周期及水深的影响规律性相对较弱;波陡与岸滩无量纲尺寸相关性良好,相对淤积尺寸的拟合结果优于冲刷尺度,小波陡区域拟合结果优于大波陡区域。 相似文献
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Peter J. Wilcoxen 《Coastal management》2013,41(3):173-191
Abstract One of the consequences of sea level rise resulting from the greenhouse effect is increased coastal erosion. This article discusses a model of erosion that can be used to estimate the response of beaches to sea level rise. The model is applied to Ocean Beach, California, with particular attention to the consequences of accelerated erosion for the San Francisco Westside Sewer Transport. Results obtained show that erosion produced by accelerated sea level rise could cause substantial damage to the structure. Large expenditures on beach nourishment will be required to protect the transport and the recreational value of the beach. 相似文献
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采用波浪通过任意形状岸滩时波高变化的计算模型,分析波浪在斜坡平台上的沿程变化。计算结果表明该模型能够较好地估算斜坡平台地形上波高及波浪增减水的沿程变化。 相似文献
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Tai-Wen Hsu I-Fan Tseng Ta-Yuan Lin Chih-Yung Shin Shan-Hwei Ou 《Coastal management》2013,41(3):274-293
Beach erosion is one of the most significant coastal preservation problems in the world. This study first briefly addresses the influences of human activity on beach erosion. The seriousness of beach erosion in Taiwan has received considerable attention since the 1960s, following rapid population growth and economic development in the coastal areas. Hard solutions of stabilized structures against beach erosion in Taiwan at that time are reviewed based on their effectiveness in protecting property and their ability to produce a landscape that harmonizes with the adjacent coastal environment. Soft coastal defense solutions implemented recently in coastal regions in Taiwan are introduced and their benefits are discussed. This study concludes that various methods designed to prevent wave- and current-induced beach erosion should be based on analyses of nearshore hydrodynamics, sediment transport, coastal processes, and physiographic features of beaches. 相似文献
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Alfonso Cuevas Jiménez Jorge I. Euán Ávila Rodolfo Silva Casarín 《Coastal management》2016,44(4):333-349
Beach erosion can have important socioeconomic and environmental consequences, particularly in tropical regions where tourism is a significant source of income. Although caused by natural processes, erosion is often aggravated by disorderly anthropogenic modification of the coast and extreme events. In Yucatan, Mexico, increasing urban development and deficient coastal management strategies as well as hurricanes have affected beach stability. This has highlighted the need for adequate coastal planning and policies that ensure the protection of key coastal ecosystems, such as beaches and sand dunes. To address this, a methodology to classify the coast according to its vulnerability is presented in this work. This methodology assumes that morphological features are indicators of beach evolution and the processes driving it and that these can be associated with different levels of vulnerability. The features considered are beach width, dune vegetation, anthropogenic pressure, and shoreline orientation, which were analyzed through aerial images and a multicriteria evaluation. It was observed that the most vulnerable areas are found near the most developed parts of the coast, where narrow beaches with little dune vegetation dominate. It is expected that this index will be of use to coastal planners and decision makers, particularly in the identification of critical zones. 相似文献
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Ourania Tzoraki Isavela N. Monioudi Adonis F. Velegrakis Nicolaos Moutafis Gerasimos Pavlogeorgatos Dimitra Kitsiou 《Coastal management》2018,46(2):78-102
This contribution addresses the need for a simple model for managers to employ when planning strategies for the management of touristic beaches under sea level rise. A methodological framework was developed and tested in two Aegean archipelago islands (Lesvos and Rhodes, Greece). The scheme can represent the status of touristic island beaches, based on easily obtained variables/indicators and projections of beach erosion/retreat under different scenarios of mean sea level rise (MSLR) and extreme events. Information on beach geomorphological characteristics, environmental setting, water quality, management, and services (such as those used in the “Blue Flag” classification) was collated/collected and beach erosion/retreat due to CV & C was estimated through suitable ensembles of cross-shore (1-D) morphodynamic models. A Strength-Weaknesses-Opportunities-Threats (SWOT) framework was employed to assist in the selection of indicators and multicriteria analysis used to optimize indicator weights and rank beaches according to their sustainability under sea level rise. Implementation of the framework at the two islands has shown that: the majority of Lesvos and Rhodes beaches (82% of a total of 217 beaches and 58% of a total of 97 beaches, respectively) can be classified as beaches with no, or minimal, human interference, suggesting that under environmentally sound coastal management further touristic development might be afforded; there could be very significant effects of the sea level rise on the carrying and buffering capacities of the most developed (“Blue Flag”) beaches, with some expected even under conservative projections to be completely eroded by 2100, unless technical adaptation measures are taken; and using the proposed framework, touristic beaches can be rapidly ranked in terms of their resilience to sea level rise and their development potential, allowing prioritization of effective management responses. 相似文献
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根据不同年份的水深地形资料及遥感影像,采用GIS技术对近30 a来岱山西北岸线变化及海床冲淤进行数字化分析。同时,结合该海域的水文泥沙特征及人类活动因素,研究海底冲淤变化的主要影响因素。综合分析表明:2011年以前岱山西北海岸岸线稳定,岸滩经历了由滩淤槽冲转为滩冲槽冲的动态演变过程,除岱山西部与大鱼山之间的槽沟局部地形变化较大外,其它海区冲淤速率不到10 cm/a,整个海域的侵蚀速率有加速趋势。2011年之后,岱山北部开始实施大规模围涂工程,岱山西北近岸5 m等深线以浅的岸滩发生1.75 m/a的淤积,而计算范围内的其它海区仍以微侵蚀为主。岱山西北海域泥沙主要以过境输移为主,长江来沙量的减少和近年围垦活动的增加是该海域海床冲淤演变的两个主要影响因素。 相似文献
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The coastal stretch of Boca do Rio, western Algarve, Portugal, is experiencing shoreline retreat. Roman ruins are located along the beach section of the coast, and a 17th-century fort is positioned over the cliff section. Both historic monuments are being destroyed by erosion but need to be protected due to their heritage status. Aerial photograph analysis was used to define the evolution of the coast for the period 1945–2001. Shoreline retreat of 0.3 m/year was measured for the sandy coast and 14 mass movements in the cliff face were identified. Considering the rate and style of shoreline evolution, several types of management scenario were evaluated, with the favored measures being the removal of the Roman ruins to a museum and the relocation of the fort inland. 相似文献
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Karl F. Nordstrom 《Coastal management》2013,41(4):333-351
Abstract The successful implementation of structural and nonstructural solution to problems of shoreline erosion is greatly facilitated if the accumulation and analysis of data sets are accomplished within a design framework which has both theoretical validity and practical application. An inventory of beach resources based upon breaking‐wave energy and beach mobility is presented as a basis for a beach classification system. This method should be used with existing inventories compiled by the U.S. Army Corps of Engineers. A simplified means of determining changes in beach position and slope is suggested; this will facilitate gathering data in a daily time series at numerous locations by a minimum number of people. Examples of how the inventories may be conducted and a sample classification system are presented for selected portions of the shoreline of New Jersey. 相似文献
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S. Haider T. Schnipper A. Obeidat K. E. Meyer V. L. Okulov S. Mayer J. H. Walther 《Journal of Marine Science and Technology》2013,18(1):133-143
A simplified model of a low speed large two-stroke marine diesel engine cylinder is developed. The effect of piston position on the in-cylinder swirling flow during the scavenging process is studied using the stereoscopic particle image velocimetry technique. The measurements are conducted at different cross-sectional planes along the cylinder length and at piston positions covering the air intake port by 0, 25, 50 and 75 %. When the intake port is fully open, the tangential velocity profile is similar to a Burgers vortex, whereas the axial velocity has a wake-like profile. Due to internal wall friction, the swirl decays downstream, and the size of the vortex core increases. For increasing port closures, the tangential velocity profile changes from a Burgers vortex to a forced vortex, and the axial velocity changes correspondingly from a wake-like profile to a jet-like profile. For piston position with 75 % intake port closure, the jet-like axial velocity profile at a cross-sectional plane close to the intake port changes back to a wake-like profile at the adjacent downstream cross-sectional plane. This is characteristic of a vortex breakdown. The non-dimensional velocity profiles show no significant variation with the variation in Reynolds number. 相似文献
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东营市河口区飞雁滩保滩促淤试验工程,是国家"九七三"项目和中石化集团及胜利石油管理局的重大科技攻关项目,该试验工程主要针对海岸蚀退问题进行防治研究,并在浅海潮间带附近采用PHC管桩进行保滩促淤的先导性试验,对浅海岸边石油开发的海滩防护作了一些有益的探讨。 相似文献
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Using data collected from May 1978 to November 1996, this article assesses the effects of fluctuating water levels on the beach and shoreline at the Northeast Beach, Point Pelee, Lake Erie, Canada. To compare the serial dynamics of lake levels with net shoreline positional changes and beach net sediment flux, the data are transformed to standard scores to deal with the differences in the units and in the scale associated with each variable. The results demonstrate that over the 18-year period, fluctuating lake levels are associated with shifts in shoreline position and the development of various aggradational and degradational states at the beach. A sustained rapid rise in lake levels will initiate an erosional sequence which will persist even with declining water levels. With a persistent decline in water levels the beach and shoreline will adjust very gradually from unstable, erosional states to an aggradational state. Other results emphasize that those beach sectors directly governed by artificial structures suffered disproportionately higher erosion during high-water levels. Coastal managers must, therefore, be cognizant of the fact that shore protection devices must be carefully designed in order to be effective against the influence of fluctuating lake levels. 相似文献