An experimental study on non-linear progressive wave-induced dynamic stresses in seabed     

S.C. Chang  J.G. Lin  L.K. Chien  Y.F. Chiu   《Ocean Engineering》2007,34(17-18):2311-2329

In this study, the dynamic stresses within the seabed induced by non-linear progressive waves were explored through a series of hydraulic model tests on a movable bed within a wave flume. By comparing Stokes’ 2nd-order wave theory with the theory of wave-induced dynamic stresses within the seabed as proposed by Yamamoto et al. [1978. On the response of a poro-elastic bed to water waves. Journal of Fluid Mechanics 87 (1), 193–206.] and Hsu and Jeng [1994. Wane-induced soil response in an unsaturated anisotropic seabed of finite thickness. International Journal for Numerical and Analytical Methods in Geomechanics 18, 785–807], the experimental results show that the pressure on the seabed surface, the pore water pressure within the seabed as well as the vertical and the horizontal stresses are all smaller than their theoretical values. If we were to obtain the characteristics of seabed soil, the analytical solution of Hsu and Jeng [1994. Wane-induced soil response in an unsaturated anisotropic seabed of finite thickness. International Journal for Numerical and Analytical Methods in Geomechanics 18, 785–807] might agree to the simulation of the wave-induced effective stresses and shear stress in the sandy seabed. A different phase shift exists among all the three soil stresses. Their influences on the three dynamic stresses within seabed soil are important for seabed stability, and can be used in the verification of numerical models. In the whole, the non-linear progressive waves and the naturally deposited seabed are found to have a strong interaction, and the behavior of the induced dynamic stresses within the seabed is very complicated, and should be investigated integrally.  相似文献   

Analysis of seabed instability using element free Galerkin method     

J.G. Wang  M.R. Karim  P.Z. Lin 《Ocean Engineering》2007,34(2):247-260

Wave-induced seabed instability, either momentary liquefaction or shear failure, is an important topic in ocean and coastal engineering. Many factors, such as seabed properties and wave parameters, affect the seabed instability. A non-dimensional parameter is proposed in this paper to evaluate the occurrence of momentary liquefaction. This parameter includes the properties of the soil and the wave. The determination of the wave-induced liquefaction depth is also suggested based on this non-dimensional parameter. As an example, a two-dimensional seabed with finite thickness is numerically treated with the EFGM meshless method developed early for wave-induced seabed responses. Parametric study is carried out to investigate the effect of wavelength, compressibility of pore fluid, permeability and stiffness of porous media, and variable stiffness with depth on the seabed response with three criteria for liquefaction. It is found that this non-dimensional parameter is a good index for identifying the momentary liquefaction qualitatively, and the criterion of liquefaction with seepage force can be used to predict the deepest liquefaction depth.  相似文献   

海洋立管复模态动力特性分析   总被引：1，自引：0，他引：1  

郭海燕  齐晓亮  娄敏 《中国海洋大学学报(自然科学版)》2006,36(6):991-994

考虑阻尼的影响,研究海洋立管的动力特性。通过分析管内流体及管外海洋环境荷载的共同作用,建立海洋立管涡激振动偏微分方程,进而得到立管动力特性方程,用复模态分析法求解动力特性方程得到立管考虑阻尼的自振频率。算例计算表明:考虑阻尼的立管自振频率略小于不考虑阻尼的立管自振频率;立管的自振频率随着内流流速的增加而减小,但内流流速不大时,影响较小;管道长度对立管的自振频率影响较大。  相似文献   

虾池的溶解氧含量及其补充量和消耗量   总被引：8，自引：0，他引：8  

林斌  黄凌风  沈国英 《台湾海峡》1995,14(1):9-14

对对虾养殖池塘溶解氧含量及其收支情况的研究结果表明，虾池DO值具有明显的季节和昼夜变化。浮游植物光合作用是虾池溶解氧补充的主要来源，夏季最高可超过5mg／（dm3·d）。养殖后期对虾的耗氧量占总耗氧量的34％，底质和池水耗氧量分别占30％和35％。根据虾池氧的收支情况讨论了池养对虾的生产容量。  相似文献   

红海湾水域溶解氧、pH值、盐度和营养盐分布特征及相互关系研究   总被引：10，自引：0，他引：10  

王小平  贾晓平  林钦  李纯厚  甘居利  蔡文贵  王增焕  吕晓瑜 《海洋通报》1999,18(5):35-40

通过１９９８年６月对广东省红海湾海水养殖水域环境因子的调查,阐述了海水中溶解氧、盐度、ｐＨ值和营养盐的分布特征及其变化规律,并讨论了它们之间的相互关系,结果表明,溶解氧及海水ｐＨ值随温度由北（除１５￣１７号站）向南（除６号站）增高而增高。同时证实了光合作用是导致溶解氧含量和ｐＨ值增高的主要原因。而营养盐与盐度呈密度的负相关,浮游植物总量随营养盐由北向南降低而明显增高。  相似文献   

合浦珠母贝铁的穆斯堡尔谱学研究     

林伟雄  林岳光等 《台湾海峡》1995,14(2):135-138

应用^57Fe穆斯堡尔谱学的方法研究了四个不同生长期合浦珠母贝铁的化学状态和Fe^2 /Fe^3 的值，它们的Fe^2 和Fe^3 的相对含量分别为4.1%～29.4%和76.6%～95.9%,Fe^2 /Fe^3 值的变化为0.043～0.42。3个月龄的Fe^2 /Fe^3 值大于10个月龄，从10个月龄到22个月龄的Fe^2 /Fe^3 值呈增加的趋势，这可能反映了不同生长期合浦珠母贝对不同价态的铁的需求。  相似文献   

9012号热带气旋维持的卫星云图和垂直结构特征分析   总被引：2，自引：0，他引：2  

严光华  吴志伟等 《台湾海峡》1995,14(2):174-180

本文根据卫星云图的演变和常规天气分析相结合，对9012号热带气旋登陆后维持水消的成因进行了分析。指出该热带气旋经久不消的重要原因为其西南侧对流云团和东北侧高空槽前对流云带与热带气旋云系相衔接在中低层东北气流引导下卷入，热带气旋内部的两条云带的维持，以及利有的环流条件。  相似文献   

台湾海峡及其西边地区正常地震动态及危险性特征   总被引：1，自引：2，他引：1  

柯龙生  林世敏 《台湾海峡》1994,13(2):190-197

本文从地震的时，空分布特征，区域应力场动态，能量释放方式，ｂ值及震群特征６个方面研究了台湾海峡及其西边地区地震活动的正常动态及异常特征。结果表明，具有前兆意义的变化模式表现为区域地震活动在时间，空间及功能方面的有序性变化，即：（ａ）地震空间分布由分散转为集中，形成条带或空区；（ｂ）断裂活动由多组转为单一，应力场趋向一致；（display status  相似文献   

The Effect of Internal Fluid on the Response of Vortex-Induced Vibration of Marine Risers   总被引：5，自引：1，他引：5  

郭海燕  王元斌傅强 《中国海洋工程》2004,18(1):11-20

Based on Iwan‘s wake oseillator model developed with the classical van der Pol equalion, the differential equation for the response of the vortex-induced vihration (VIV) of the riser considering the effect of the internal flowing fluid and the external marine environmental condition is derived. The effect of the intermal flowing fluid on the response of VIV of the riser is studied by means of the Finite Element Method. The results show that the effect of the internal fluid velocity on the VIV of the riser is strong when the natural frequency of the riser is close to the vortex shedding frequency. In addition, the increase of the top tension can decrease the sensitivity of the riser to the internal fluid velocity.  相似文献   

利用臭氧氧化实现复合生物反应器污泥减量   总被引：3，自引：0，他引：3  

王琳  孙德栋  黄海萍 《中国海洋大学学报(自然科学版)》2006,36(5):799-803

采用复合生物反应器,对应用臭氧氧化实现污泥减量进行了研究。2个相同的复合生物反应器平行运行,1个作为对照系统,1个作为氧化系统。反应器内装有半软性填料,投加量为10%。曝气池中悬浮污泥浓度为1 500 mg/L左右,生物膜浓度为2 000 mg/L左右。试验结果表明,随着臭氧氧化污泥比例的增加,污泥表观产率系数也随之降低,当臭氧投量为0.05 g O3/gSS,每天氧化的污泥分别为反应器内污泥的10%,20%,30%时,污泥表观产率系数分别减少28.2%,44.9%,75.8%。虽然随着污泥氧化比例的增大,氧化系统出水CODcr略有增加,但氧化系统仍能保持其生物处理能力,CODcr去除率在92%以上;2个系统之间氨氮的去除率相差不大,氧化系统的硝化能力基本没有受到臭氧氧化的影响。  相似文献