共查询到19条相似文献,搜索用时 171 毫秒
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对传统护滩结构和新型生态护滩结构进行对比,并对新型生态护滩结构——"生态型护底+异形网箱堤身"的特性及其适用性进行分析。结合工程实例,对新型生态护滩结构施工工艺进行研究,提出适合该结构施工的工艺标准和质量控制方法,为新型生态护滩结构在内河航道整治工程中的应用提供借鉴。 相似文献
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长期以来,我国内河航道整治工程过于注重护滩效果,但未能充分重视护滩工程区域周边环境保护工作,这样导致航道生态功能及资源功能难以完全实现。当前新型生态护滩技术成熟度高且应用多,尤其体现在航道整治工程方面,因此有必要加强新型生态护滩技术在航道整治工程中的应用相关研究。本文首先阐述传统护滩技术及新型生态护滩技术概况,然后分析新型生态护滩技术应用,以期为提升新型生态护滩技术应用范围及应用质量提供一定参考。 相似文献
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结合浙江某高速公路采用高压旋喷桩处理原粒料桩地基与填石渣土路堤的试验工程,进行高压旋喷桩处理原粒料桩地基与填石渣土路堤的试验设计研究和试验施工研究,分析高压旋喷桩处理原粒料桩地基与填石渣土路堤的试验结果。工程试验结果表明,高压旋喷桩处治高速公路软土地基工程是行之有效的办法,并且该试验数据对类似工程地质条件下的高压旋喷桩加固工程具有一定的指导作用。 相似文献
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Kwang Hyo Jung Ho Hwan Chun Hee Jung Kim 《Journal of Marine Science and Technology》2008,13(4):317-327
The aerodynamic characteristics of NACA6409 in the vicinity of the ground were experimentally studied in a wind tunnel. Lift
and drag forces, the pitching moment, and the center of pressure were measured with respect to various major aerodynamic parameters,
such as the ground clearance, the angle of attack, the aspect ratio (AR), and the endplate type, which resulted in a total
number of 420 conditions. In addition, a smoke trace test was conducted to visualize the flow pattern around NACA6409 in the
vicinity of the ground. As a result of the ground effect and the influence of the endplate, the lift-to-drag ratio increased
at low ground clearance and the center of pressure moved forward to the leading edge; that is, the endplate and ground effects
were equivalent to the aerodynamic advantage that results from increasing the AR of the wing. Extended experimental results
are useful for understanding the aerodynamic characteristics influenced by each aerodynamic parameter during ground effect
as well as for verifying numerical simulation. 相似文献
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Peter Cullen 《Coastal management》2013,41(2-3):225-256
Abstract The Countryside Commission for England and Wales has adopted a coastal management system that identifies high‐value scenic areas and manages these as Heritage Coasts. The Heritage Coast program is a collaborative one between central and local government, with the central government providing technical expertise and half the funds and local authorities providing development control and staff. The approach has been successful in having most of the important scenic areas designated as Heritage Coasts, but has been less successful at getting active on‐ground management on the coasts. Less than half the defined Heritage Coasts have management plans or Heritage Coast staff. Reasons for the slow adoption of the program are discussed. 相似文献
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针对多哈新港项目中的地基验收标准(即经地基处理后,砂性土须达到中密-密实,黏性土须达到硬塑-坚
硬),提出采用CPT作为地基检测方法。首先通过CPT的端阻、摩阻比确定地层土类,划分成砂性土及黏性土两大类,然
后分别提出两类土的CPT验收曲线:对于砂性土,通过相对密度与CPT端阻的关系,推导得到砂性土达到中密-密实状态时
对应的CPT验收标准;对于黏性土,通过不排水抗剪强度与CPT端阻的关系,推导得到黏性土达到硬塑-坚硬状态时对应的
CPT验收标准。采用该地基验收方法简便快捷,值得在大面积的地基处理检测中推广应用。 相似文献
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本文采用重叠网格技术对考虑底壁面效应影响下的三维拍动翼的推进特性进行了数值模拟研究,计算时选取的特征雷诺数为1.0×104.数值模拟结果表明:底壁面的存在对拍动翼的水动力特性以及周围的流场结构都产生了很大影响;与无界流场相比,当拍动翼运动至底壁面附近时,将会产生明显的推力增大(高斯特哈尔数)现象,并且伴随着升力急剧增大;此外,由于拍动翼与壁面之间的相互作用,拍动翼周围的涡环变成了半月牙形.本文研究成果可为今后仿生扑翼的样机研制提供技术依据和参考. 相似文献
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Offshore wind turbines in regions of active seismicity are under a potential threat caused by the joint earthquake and ocean wave action. Taking NREL-5MW monopile wind turbine as the prototype, this study is devoted to probe the joint action of strong earthquakes and moderate sea conditions. A series of shake table model tests of scale 30:1 have been carried out by the contemporary world unique facility (Earthquake, Wave and Current Joint Simulation System) to investigate the structural response in dry flume, low and high calm water levels, with and without regular or random waves. Particular interest has been in the nacelle acceleration subjected to strong ground motions as well as to random waves. The experimental results of nacelle peak accelerations and corresponding dynamic amplification factors show that the joint earthquake and wave action is important for the proper evaluation of structural response. Ignoring the effect of wave action in seismic analysis will lead to underestimation of structural response, especially when the monopile foundation is dynamically sensitive. The coupling of earthquake and wave actions is sourced not only from the relative velocity of vibration but also from the initial condition induced by waves. It has been also derived that the peak acceleration excited by a moderate sea condition is comparable to that by a moderate earthquake. 相似文献