Experimental study on stability of sunken large diameter cylindrical structure on sandy seabed during construction period     

Qin Chongren  Pang Hongli  Li Shisen  Zhang Wei 《海洋学报(英文版)》2002,21(4):581-595

ＩＮＴＲＯＤＵＣＴＩＯＮＴｈｅｌａｒｇｅｄｉａｍｅｔｅｒｃｙｌｉｎｄｒｉｃａｌｓｔｒｕｃｔｕｒｅｉｓｏｆｔｅｎｕｓｅｄａｓｔｈｅｗｈａｒｆａｎｄｔｈｅｂｒｅａｋｗａｔｅｒｓｔｒｕｃｔｕｒｅｏｆｈａｒｂｏｒ.Ｓｉｎｃｅｉｔｔａｋｅｓｓｏｍｅｔｉｍｅｔｏｆｉｌｌｍａｔｅｒｉａｌｉｎｔｏｔｈｅｃｙｌｉｎｄｅｒａｆｔｅｒｔｈｅｃｙｌｉｎｄｅｒｓｈｅｌｌｉｓｓｕｎｋｅｎｔｏｔｈｅｓｅａｂｅｄ ,ｔｈｅｓｔａｂｉｌｉｔｙｏｆｔｈｅｃｙｌｉｎｄｅｒｂｅｃｏｍｅｓｃｏｎｔｒｏｌｃｏｎｄｉｔｉｏｎｆｏｒｔｈｅｓａｆ…  相似文献   

Scour of the Seabed Under A Pipeline in Oscillating Flow   总被引：3，自引：0，他引：3  

PU  Qun 《中国海洋工程》2001,(1):129-138

The scour of the seabed under a pipeline is studied experimentally in this paper. Tests are carried out in a U-shaped oscillatory water tunnel with a box imbedded in the bottom of the test section. By use of the standard sand, clay and plastic grain as the seabed material, the influence of the bed material on the scour is studied. The relationship between the critical initial gap-to-diameter ratio above which no scour occurs and the parameters of the oscillating flow is obtained. The self-burial phenomenon, which occurs for the pipeline not fixed to two sidewalls of the test section, is not observed for the fixed pipeline. The effect of the pipe on sand wave formation is discussed. The maximum equilibrium scour depths for different initial gap-to-diameter ratios, different Kc numbers and different bed sands are also given in this paper.  相似文献   

青岛港外航道开挖区海床演变趋势分析     

于定勇  曾渊  柳枝  刘华兴 《中国海洋大学学报(自然科学版)》2007,37(1):141-146

采用不同年代的水深图和物质来源测量资料,研究了青岛港外航道开挖区的海床演变情况。分别利用等深线、区域地形及海底地形剖面来对比水深地形变化,研究开挖区的地形冲淤变化,结果表明拟开挖航道区近70 a来,其海床演变主趋势为轻微侵蚀,而其南北两侧的邻近海域海底地形变化则既有局部侵蚀又有局部淤积;通过外航道开挖区域11个观测点测量的有关水流、底沙粒径等数据计算分析,得到其开挖后淤积厚度在0.453~4.149 cm/a之间。青岛港外航道开挖区年平均回淤速率不大,适合扩建。  相似文献   

Recovery of the seabed following marine aggregate dredging on the Hastings Shingle Bank off the southeast coast of England     

Keith Cooper  Sian Boyd  Jacqueline Eggleton  David Limpenny  Hubert Rees  Koen Vanstaen 《Estuarine, Coastal and Shelf Science》2007,75(4):547-558

The aim of this study was to investigate the effect of dredging intensity on the physical and biological recovery times of the seabed following marine aggregate dredging. Two areas of seabed, previously subject to, respectively, relatively high and lower levels of dredging intensity, were identified on the Hastings Shingle Bank. Two reference areas were also selected for comparative purposes. All four sites were monitored annually over the period 2001–2004, using a combination of acoustic, video and grab sampling techniques. Since the site was last dredged in 1996, this was intended to provide a sequence of data 5–8 years after cessation of dredging. However, an unexpected resumption of dredging within the high intensity site, during 2002 and 2003, allowed an additional assessment of the immediate effects and aftermath of renewed dredging at the seabed. The early stages of recovery could then be assessed after dredging ceased in 2003. Results from both dredged sites provide a useful insight into the early and latter stages of physical and biological recovery. A comparison of recent and historic dredge track features provided evidence of track erosion. However, tracks were still visible 8 years after the cessation of dredging. Within the high dredging intensity site, recolonisation was relatively rapid after the cessation of dredging in 2003. Rather than indicating a full recovery, we suggest that this initial ‘colonization community’ may enter a transition phase before eventually reaching equilibrium. This hypothesis is supported by results from the low intensity site, where biological recovery was judged to have taken 7 years. Further monitoring is needed in order to test this. An alternative explanation is that the rapid recovery may be explained by the settlement of large numbers of Sabellaria spinulosa. As the resumption of dredging within the high intensity site limited our assessment of longer-term recovery it is not yet possible to assume that a 7-year biological recovery period will be applicable to other, more intensively dredged areas at this or more distant locations.  相似文献   

Analytical Solution for Wave-Induced Response of Seabed with Variable Shear Modulus     

王立忠潘冬子  潘存鸿 《中国海洋工程》2007,21(3):389-400

A plane strain analysis based on the generalized Biot's equation is utilized to investigate the wave-induced response of a poro-elastic seabed with variable shear modulus.By employing integral transform and Frobenius methods,the transient and steady solutions for the wave-induced pore water pressure,effective stresses and displacements are analytically derived in detail.Verification is available through the reduction to the simple case of homogeneous seabed.The numerical results indicate that the inclusion of variable shear modulus significantly affects the wave-induced seabed response.  相似文献   

海底载流管道轴对称波频散特性分析     

刘敬喜  李天匀  朱翔  金全洲 《海洋工程》2007,25(2):98-103

海底载流管道是典型的土-固-液三相耦合问题.利用Flügge壳体运动方程,结合弹性动力学方程,建立海底载流管道轴对称运动时的频散方程,分析自由振动波的性质及其随频率变化的规律.结果表明管道周围的土壤介质对其自由振动波的传播特性影响显著,而土壤介质刚度的增大使得自由振动波的截止频率随之增加.  相似文献   

加拿大海洋-海岸带地质调查与"海底资源填图计划"     

刘健  何起祥 《海洋地质前沿》2003,19(1):26-28

简要介绍了加拿大海洋－海岸带地质调查的推动力和基本经验，以及即将启动的“海底资源填图计划”（SeaMap)。加拿大海洋－海岸带地质调查强调多波束测深技术的应用、多学科的协作和数据库建设，SeaMap将对整个加拿大专署经济区进行综合填图。  相似文献   

洋山深水港海域多年来海床冲淤变化及其影响因素分析     

左书华  谢华亮  英晓明  崔成  黄玉新  李怀远  Xie Mingxiao 《海洋学报(英文版)》2019,38(7):96-106

海床冲淤变化对港口与航道工程建设非常重要。由于泥沙供给、人类活动和其他等因素的影响，海床冲淤变化非常复杂。洋山深水港是一个新兴的深水港口，是上海国际航运中心重要的组成部分，它的建设引起了各方的广泛关注。目前，洋山水深港一、二、三期港区在潮流运动和定期疏浚下保持着良好的水深。四期港区工程是世界上最大的全自动化深水码头，2017年12月以开港运行。本论文基于大量的地形资料、水文泥沙资料，分析了整个洋山深水港多年来的海床冲淤变化和近期四期工程海域海床冲淤变化。结果显示：1998-2010年整个洋山港区海床冲淤变化表现为较大幅度的冲淤，在洋山主通道内呈现为"南淤北冲"的格局，但是颗珠山汊道一直以来均表现冲刷的趋势；四期港区水域近一些年来也表现为一个冲刷的趋势，多年年均冲刷幅度0.7m左右；讨论了外界泥沙供给、港口工程陆域边界封堵、港池疏浚和由此带来的水流的变化以及泥沙水力特性等因素的对洋山港海域海床冲淤变化的影响，在众多因素中，颗珠山汊道的存在（或保留）对洋山西部水域或四期港区水域冲刷有着积极的作用，它的存在所产生的落潮作用对四期港区的水深维护起到重要的正面影响。  相似文献   

植被盖度对沙丘风沙流结构及风蚀量的影响   总被引：2，自引：2，他引：2  

余沛东  陈银萍  李玉强  闫志强  王旭洋  牛亚毅  龚相文 《中国沙漠》2019,39(5):29-36

以科尔沁沙地不同植被盖度沙丘为研究对象，采用野外可移动风洞进行原位测试，开展了沙丘植被盖度对风沙流输沙率影响的研究，探讨了地表风蚀量与风速及植被盖度的关系。结果表明：空气动力学粗糙度随植被盖度增加先平缓后剧烈，与植被盖度相关关系呈三次函数增长。在各植被盖度下各层输沙率均随高度增加而递减，随风速增加而递增。同一植被盖度下风蚀量随风速增加而增大，符合幂函数或二次函数关系，但二次函数相关性更高。同一风速下风蚀量随植被盖度的增加呈阶梯式降低，在盖度小于27%时风蚀量平缓下降，盖度27%~43%时风蚀量急剧下降，盖度43%以上时风蚀量下降重新趋于平缓。相对截留率随风速增大而减小，随植被盖度增加而增大，沙丘草本植被盖度43%以上时具有较好的防风固沙效果，此时平均截留率达88.02%。  相似文献   

Numerical simulation of flow around a circular cylinder close to a flat seabed at high Reynolds numbers using a k–ε model     

Muk Chen Ong  Torbjørn Utnes  Lars Erik Holmedal  Dag Myrhaug  Bjørnar Pettersen 《Coastal Engineering》2010

High Reynolds number flows around a circular cylinder close to a flat seabed have been computed using a two-dimensional standard high Reynolds number k–ε turbulence model. The effects of gap to diameter ratio, Reynolds number and flat seabed roughness for a given boundary layer thickness of the inlet flow upstream of the cylinder have been investigated. Hydrodynamic quantities and the resulting bedload transport have been predicted, and the vortex shedding mechanisms have been investigated. Predictions of hydrodynamic quantities around a cylinder located far away from the bed (so that the effect of the bed is negligible) are in satisfactory agreement with published experimental data and numerical results obtained for the flow around an isolated cylinder. Results for lower Reynolds number flows have also been computed for comparison with the high Reynolds number flow results. Overall it appears that the present approach is suitable for design purposes at high Reynolds numbers which are present near the seabed in the real ocean.  相似文献