低围压水平下砂的排水行为(英文)   总被引：2，自引：1，他引：2  

杨少丽  Rolf Sandven  冯秀丽  林霖 《中国海洋大学学报(自然科学版)》2001,31(3):441-447

采用干样沉降法制备样品 ,选用静三轴仪对松砂和密砂样在 10 k Pa至 10 0 k Pa的低围压下的排水行为进行了实验研究 ,并对实验结果作了橡皮膜校正 ,在围压为 10 k Pa的密砂实验中 ,轴向应力的校正值可达到 12 %。实验研究表明低围压下松砂的剪胀性非常明显 ,且存在剪应力极值 ;围压越低 ,松砂和密砂的剪应力极值越小 ,达到最大剪应力所对应的剪应变越小。同时还表明低围压范围内相对密度不同 ,砂的应力应变特性不同 ;此外 ,低围压下砂的内摩擦角高于高围压下的值 ,从而在工程上应重视低围压水平下砂土工程参数的合理选取  相似文献   

Modeling of the eddy viscosity by breaking waves     

ZHANG Shuwen  YUAN Yeli  ZHENG Quan''an 《海洋学报(英文版)》2007,26(6):116-123

Breaking wave induced nearsurface turbulence has important consequences for many physical and biochemical processes including water column and nutrients mixing,heat and gases exchange across air-sea interface.The energy loss from wave breaking and the bubble plume penetration depth are estimated.As a consequence,the vertical distribution of the turbulent kinetic energy(TKE),the TKE dissipation rate and the eddy viscosity induced by wave breaking are also provided.It is indicated that model results are found to be consistent with the observational evidence that most TKE generated by wave breaking is lost within a depth of a few meters near the sea surface.High turbulence level with intensities of eddy viscosity induced by breaking is nearly four orders larger than υwl(=κuwz),the value predicted for the wall layer scaling close to the surface,where uw is the friction velocity in water,κ with 0.4 is the von Kármán constant,and z is the water depth,and the strength of the eddy viscosity depends both on wind speed and sea state,and decays rapidly through the depth.This leads to the conclusion that the breaking wave induced vertical mixing is mainly limited to the near surface layer,well above the classical values expected from the similarity theory.Deeper down,however,the effects of wave breaking on the vertical mixing become less important.  相似文献   

简易分析技术的现状     

宋成庆 《海洋信息》1993,(9):21-22

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规则波在缓坡上变形与破碎数值分析     

李玉成  肖辉 《海洋工程》2007,25(1):27-34

通过在二维数值水槽内用边界元法直接求解Laplace方程,对规则波在缓坡上的变形及破碎进行了数值计算。分析了不同底坡及采用不同底摩阻系数时规则波的破碎特征,并对规则波破碎的极限坡度进行了研究。重点分析了规则波破碎时海底坡度、底摩阻系数及波形不对称性对破碎指标的影响。  相似文献   

完全非线性波浪破碎模型沿岸流数值模拟     

李绍武  连怡贞 《海洋工程》2007,25(3):46-52

探讨一种基于完全非线性Boussinesq方程的波浪破碎模型在沿岸流计算中的应用问题。针对控制方程中的完全非线性项对沿岸流成长过程的影响进行了深入讨论。数学模型计算结果表明,完全非线性项有使平均流局部化的作用;通过数模实验还发现,垂向高阶涡度项可以有效抑制破波区外回流;运用Visser的实验室沿岸流实测资料从沿岸流速度、波高和平均水位几方面对所提模型进行了验证,并给出了紊动参数的计算结果。  相似文献   

Dynmnic Response Analysis for Embedded Large-Cylinder Breakwaters Under Wave Excitation     

王元战祝振宇  周枝荣 《中国海洋工程》2004,18(4):585-594

A numerical model is developed for dynamic analysis of large-cylinder breakwaters embedded in soft soil. In the model, the large cylinder is taken as a rigid body divided into elements and the soft soil is replaced by discrete 3D nonlinear spring-dashpot systems. The numerical model is used to simulate the dynamic response of a large-cylinder breakwater to breaking wave excitation. The effects of the dynamic stress-strain relationship models of the soil, the radius and embedded depth of the cylinder, the nonlinear behaviors of the soil, and the limit strength condition of the soil on the dynamic responses of the large-cylinder structure are investigated with an example given. It is indicated that the above-mentioned factors have significant effects on the dynamic responses of an embedded large cylinder breakwater under breaking wave excitation.  相似文献   

港口爆破施工的主要环境影响及评价方法   总被引：2，自引：0，他引：2  

赵英杰  周斌  曹媛媛 《海洋技术学报》2007,26(1):96-100

通过对常见的三种港口爆破施工方法——炸礁、爆破挤淤以及开山填海等的介绍,分析炸礁、爆破挤淤以及开山填海主要环境影响,并提出对三种施工方法环境影响的预测评价的方法。  相似文献   

循环水槽检定RCM4安德拉海流计流速传感器的几个问题     

曾梅光  关志彬 《南海研究与开发》1997,(2):60-65

简述了循环水槽的结构和技术指标，论述了循环水槽的技术指标能满足检定ＲＣＭ４安德第流计流速传感器的技术要求。检定资料的采集和检定数据的处理方法，最后对使用中的ＲＣＭ４海流计流速传感器检定和循环水槽的性能改造提出了几点建议。  相似文献   

N,N''''-双癸酰基乙二胺二乙酸钠的合成与性能研究     

毕彩丰  马少华  薛尧森  言亮亮 《中国海洋大学学报(自然科学版)》2006,36(3):473-476

以乙二胺和氯乙酸为原料,在低温常压下合成乙二胺二乙酸(EDDA),再以EDDA与癸酰氯反应制得N,N'-双癸酰基乙二胺二乙酸钠.采用核磁共振波谱确证了其结构;对产品的临界表面张力、起泡及稳泡能力、乳化能力及润湿渗透性能进行表征.在25℃时,N,N'-双癸酰基乙二胺二乙酸钠溶液的临界表面张力为28.1mN/m,临界胶束浓度为1.6×10-3 mol/L.显示出该产品有优良的起泡稳泡性能、乳化性能及润湿渗透性能,是1种优良的表面活性剂.  相似文献   

新型的鱼类饲料诱食剂   总被引：1，自引：0，他引：1  

杨淑芳 《海洋信息》1991,(4):11-12

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