共查询到19条相似文献，搜索用时 984 毫秒
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钱塘江河口是举世闻名的强潮河口,水动力强,有涌潮作用,河床滩地冲淤剧烈,因此给海塘基础防冲工程设计和施工造成较大难度,并成为长期来有待攻克的技术难题。本文就近期海塘建设防冲试验工程采用的板桩防冲墙、小沉井防冲墙、土工布模袋砼和丁坝群等防冲技术措施及其运行情况进行分析讨论。 相似文献
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琼东南盆地第四纪块体搬运体系的地震特征 总被引：4，自引：0，他引：4
第四纪以来,琼东南盆地的陆坡区域广泛发育深水块体搬运体系。深水块体搬运体系是广泛发生在外陆架/上陆坡的一种沉积物搬运机制,包括滑动、滑塌和碎屑流等重力流作用过程。利用深水3D地震资料,提取振幅和相干数据,通过地震剖面、构造图和时间切片分析,揭示块体搬运体系具有丘状外形、波状反射结构、弱振幅和连续性差的地震特征,内部整体比较杂乱,主体发育褶皱,趾部发育逆冲断层,具有塑性流体特征。结合南海构造背景分析,认为研究区第四纪沉积速率高并位于地震多发带,构成了块体搬运体系的形成条件和触发机制。 相似文献
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利用基于光滑粒子流体动力学(SPH)数值方法的开源软件DualSPHysics进行数值试验,模拟斜坡式防波堤上扭王字护面块体的安放过程,研究护面块体的稳定性。首先以DualSPHysics为平台开发了护面块体的安放功能模块,并对护面块体的安放效果进行评价,实现了按指定安放密度进行块体安放。块体安放完成后,在数值波浪水槽中研究护面块体在规则波作用下的运动及受力响应,并分析护面块体失稳的典型形式和失稳标准,通过系统化的参数分析,探讨波浪要素及块体安放等因素对块体稳定性的影响。结果表明,扭王字块体稳定性系数的取值范围为21.64~26.20,是规范推荐值的1.5倍左右。块体鼻轴方向的相对位置主要影响单个块体的上举脱出失稳,鼻轴方向在坡面上赤平投影图越分散,护面块体层整体上越稳定。坡面坡度变缓时,护面块体层整体下滑趋势减弱,但更易发生上举脱出失稳;单个块体缺失会加大周围块体的上举失稳概率。 相似文献
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河口整治工程建筑物局部冲刷试验研究 总被引：3，自引：0，他引：3
采用正态系列模型延伸法,通过试验研究了长江口深水航道治理一期工程丁坝坝头、北导堤头部的局部冲刷深度和范围,试验结果预报了丁坝坝头和北导堤头部的冲刷深度,并得出了合理的防护范围,随着长江口深水航道治理工程实施,试验结果得到较好的实践检验。分别采用稳定流和潮汐往复流试验方法,比较了不同试验水流条件的丁坝坝头冲刷深度,通过原型沙和轻质沙的比较试验,比较了系列模型延伸法采用不同模型沙得出试验结果。 相似文献
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- Studies on the erosion processes and protective measures at the downcoast of the Friendship Port in Mauritania have been successfully conducted by means of 3-D movable-bed model using light model-sand. The headland control was accepted for the stability of the beach. This paper mainly deals with the shape, orientation, size and erosion depth of the artificial headland. Various forms of headland projects, such as the normal groin, arch groins bending to upcoast ancj to downcoast, offshore breakwater, and T-shaped dike, have been experimentally investigated. Through a comparison of effects of these works on the beach processes, optimized headlands have been obtained, that is, unsymmetrical T-shaped dike or arch groin bending to the downcoast, which has been practically and successfully applied for the stability of beaches. 相似文献
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拦沙堤作为海滩养护最常用的辅助工程之一,在全球范围内得到广泛应用。在总结我国海滩养护过程中拦沙堤应用现状的基础上,将拦沙堤的功能分为3类（防泥沙扩散、防沿岸输沙、防浪+防输沙）,并详细分析这3类拦沙堤在我国海滩养护的应用现状和发展规律。基于国内外工程实践,进一步探讨海滩养护中拦沙堤的多项应用创新：组合式拦沙堤设计、拦沙堤平面形态优化、拦沙堤堤群设计、拦沙堤+潜堤组合优化、拦沙堤+旁通输沙/循环养护。最后,展望未来海滩养护中拦沙堤的发展应用趋势（拦沙量的精准调控、丰富多样的形态设计、基于“自然工法”的生态化建设）,并给出了相关建议。 相似文献
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长江口深水航道整治一期工程南导提丁坝群头局部冲刷试验研究 总被引：1，自引：1，他引：1
采用双向稳定水流、清水定床、局部动床的试验方法，用正态模型研究长江口深水航道整治一期工程南导堤丁坝群坝头局部冲刷问题。结果表明，航道开挖和双本坝的存在使得下游流速有所增加，影响程度落潮大于涨潮。坝头局部冲刷主要受落潮流控制，在沿深度为单一砂粉底质情况下，坝头冲刷坑深度分别达到27m和29m；考虑到原状底质下部为极难起动的粘土，实际冲刷坑底界到达粘土层后就不再刷深，此时冲刷坑深度为7．4m和4．7m，冲刷坑的平面范围有所加大。工程设计提出的护坦尺度能较好地保护坝头前沿滩地，适当缩小护坦尺度也能起到保护作用，但冲刷范围明显增大。 相似文献
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Eco-environmental impact assessment of pre-leisure beach nourishment on the benthic invertebrate community at Anping coast 总被引：1，自引：0，他引：1
In recent years,owing to global warming and the rising sea levels,beach nourishment and groin building have been increasingly employed to protect coastal land from shoreline erosion.These actions may degrade beach habitats and reduce biomass and invertebrate density at sites where they were employed.We conducted an eco-environmental evaluation at the Anping artificial beach-nourishment project area.At this site,sand piles within a semi-enclosed spur groin have been enforced by use of eco-engineering concepts since 2003.Four sampling sites were monitored during the study period from July 2002 to September 2008.The environmental impact assessment and biological investigations that we conducted are presented here.The results from this study indicate that both biotic(number of species,number of individual organisms,and Shannon-Wiener diversity) and abiotic parameters(suspended solids,biological oxygen demand,chemical oxygen demand,dissolved inorganic nitrogen,dissolved inorganic phosphorus,total phosphorus,total organic carbon,median diameter,and water content) showed significant differences before and after beach engineering construction.Biological conditions became worse in the beginning stages of the engineering but improved after the restoration work completion.This study reveals that the composition of benthic invertebrates changed over the study period,and two groups of organisms,Bivalvia and Gastropoda,seemed to be particularly suitable to this habitat after the semi-enclosed artificial structures completion. 相似文献
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This paper presents a mathematical approach and numerical model that simulates beach and dune change in response to cross-shore processes of dune growth by wind and dune erosion by storms, and by gradients in longshore sand transport that will alter shoreline position. Sub-aerial transport processes are represented, whereas sub-aqueous transport is neglected. The system is tightly coupled morphologically, with the berm playing a central role. For example, the potential for sand to be transported to the dune by wind depends on berm width, and sand lost in erosion of the dune during storms can widen the berm. Morphologic equilibrium considerations are introduced to improve reliability of predictions and stability of the non-linear model. An analytical solution is given under simplification to illustrate properties of the model. Sensitivity tests with the numerical solution of the coupled equations demonstrate model performance, with one test exploring beach and dune response to potential increase in storm-wave height with global warming. Finally, the numerical model is applied to examine the consequences of groin shortening at Westhampton Beach, Long Island, New York, as an alternative for providing a sand supply to the down-drift beach. Results indicate that the sand will be released over several decades as the shoreline and dune move landward in adjustment to the new equilibrium condition with the shortened groins. 相似文献
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Heshan Lin Xingguang Yu Zhigang Yu Yikang Gao Jinyan Xu Aiping Feng Zhijun Liu Degang Jiang Fan Yu 《海洋学报(英文版)》2020,39(12):121-134
The morphological evolution of the sand barrier in the Anhaiao coastal zone of Pingtan from 1996 to 2018 was studied. Tidal correction was used to refine the location of the coastline. A standard deviation ellipse method was applied to further analyze the movement of the barrier head with the axis and rotation angle. A natural neighbor interpolation (NNI) method was carried out to calculate the terrain of the intertidal area, and the erosion and deposition characteristics were illustrated based on the terrain. The results showed that the northern part of the sand barrier facing the lagoon area was deposited over the whole studied period, while erosion has always occurred in the southern part of the sand barrier facing the open sea. The erosion and deposition were slightly different on both sides of the barrier head due to hydrodynamic turbulence. The middle sand barrier moved 102.60 m away from its original location in 1996, and the end of the barrier moved 65.45 m. The head of the sand barrier continued moving 379 m to the northwest. Consequently, the preliminary morphological evolution of the sand barrier corresponding to the distance and direction of movement was detected. 相似文献
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防护丁坝抗冲刷失效安全可靠性分析 总被引：1，自引：1，他引：0
分析了防护丁坝冲刷的机理,用概率分析方法研究了在随机因素影响下防护丁坝抗冲刷的可靠性问题.应用Rosen-blatt变换确定防护丁坝抗冲刷破坏的功能函数在随机因素影响下的可靠性指标.提出了用丁坝端部冲刷坑的当量坡度小于冲刷坑坡度的临界值JD作为丁坝抗冲刷破坏的安全（稳定性）准则.分别考虑了水道流速、土颗粒等效直径、冲刷坑半径、冲刷坑后坡度临界值和水流方向角为相关或独立的非高斯随机参数时的可靠性问题.该分析能为防护丁坝系统的抗冲刷可靠性评估和设计提供有实用价值的方法. 相似文献