A Computational Model for Velocity Separation in Shallow Sea

Based on the hydrodynamical feature and the theoretical velocity profiles of tidal flow and vvind-induced flow in shal-low sea, a computational model is established for the first time, which can separate observed velocity into tidal velocity and wind-induced velocity by use of the least square method. With the model, not only the surface velocities of tidal flow and vvind-induced flow are obtained, but also the bed roughness height is determined and the wind velocity above the wa-ter surface is estimated. For verification of the model, the observed velocity in the Yellow River Estuary and the laborato-ry test is separated, then it is applied to the Yangtze River Estuary. All the results are satisfactory. The research results show that the model is simple in method, feasible in process and reasonable in result. The model is a valid approach to analysis and computation of field dala, and can be applied to separate the observed velocity in shallow sea; at the same time, reasonable boundary conditions of th     

A Nonlinear Model of Surf Beat

A nonlinear short-wave-averaged (surf beat) model is presented. The model is based on that of Roelvink (1993), but the numerical techniques used in the solution are based on the so-called weighted-averaged flux (WAF) method (eg Watson et al., 1992), with time-operator splitting used for the treatment of some of the source terms. This method allows a small number of computational points to be used, and is particularly efficient in modelling breaking long waves. The short-wave (or primary-wave) energy equation is solved using a more traditional Lax-Wendroff technique. Results of validation indicate that the model performs satisfactorily in most respects.     

Wave Loads and Protective Techniques of An On-Shore Wave Power Device

In this paper, the extreme wave loads on an on-shore wave power device are investigated. First, boundary element method is applied to solve the three dimensional potential problem based on the small amplitude wave assumption. Then the motion of the Oscillating Water Column (OWC) inside the device and its laods on the device are calculated in time domain. Several protective techniques often applied are simulated by changing the constraint of the upper end of the chamber of the device. Numerical results are used to judge the effectiveness of these techniques. The investigation shows that damping can not effectively restrain the motion of OWC when the period of incident wave is long, which may cause dangerous loads on the structure. The shut chamber can effectively restrain the motion of OWC, but alternatively cause high pressure in the chamber. A Contracting opening with a Taper (CT) can exhaust a great amount of kinetic energy of OWC, and significantly decrease the loads. It is a promising protective tec     

Effect of Berm Width and Elevation on Irregular Wave Run-Up

This paper discusses the effect of berm width and elevation of composite slope on irregular wave run-up. Based on the data obtained from model tests, the formula and distribution of irregular wave run-up on composite slope are derived. The changing of wind speed, width and elevation of the berm are considered comprehensively. The wave run-up with various exceedance probability can be es-timated utilizing the distribution curves of irregular wave run-up.     

Numerical Analysis of Wave Forces on Arbitrarily Shaped Multi-Pillars Over Varying Topography

The modified hybrid element method (MHEM) is utilized to predict and analyze wave forces on arbitrarily shaped multiple bodies. This method can be applied to waves of all water depths, i. e. shallow, intermediate, and deep waters, on slowly varying seabed. The MHEM employs the ICCG method to save CPU and storage, thus the computation of wave forces for large multi-body systems can be carried out on microcomputers. Numerical results of the present method are compared with experimental data and other solutions. It is shown that the MHEM provides more accurate solutions of the wave forces than other numerical methods do. Therefore, the methodology presented herein can be used in the design of coastal and ocean structures.     

胶州湾大沽河口洪水期三维水沙数值模拟研究

大沽河是胶州湾最大的入海河流,每年都会给胶州湾带来大量泥沙。本文利用三维的ECOMSED水动力-泥沙数值模型对洪水期的大沽河进行了数值模拟,得到了洪水存在期间以及洪水结束后胶州湾的余流分布、大沽河河道上中下游各层盐度、泥沙浓度随时间变化的趋势以及入海冲淡水和泥沙对胶州湾的影响。     

温度和盐度骤变条件下凡纳滨对虾的行为变化研究

以视频记录分析的方法,研究凡纳滨对虾Litopenaeus vannamei在温度和盐度骤变条件下的运动行为、摄食行为及相关生理活动的变化。结果表明,当温度由29℃骤降至18和23℃时,对虾的活动频率、游走速度和颚舟片的摆动频率明显下降,索饵时间显著增加(p<0.05);当温度由29℃骤升至36℃时,对虾的活动频率、游走速度和颚舟片的摆动频率显著升高(p<0.05),索饵时间没有显著差异(p>0.05)。当盐度由30骤降至5和10时,对虾表现出强烈的逃避行为,活动频率、游走速度和颚舟片的摆动频率均显著升高(p<0.05),并且在观察时间内没有发生摄食行为。     

大型海藻对富营养化海湾生物修复的研究进展

近年来,我国诸多海湾富营养化严重,海湾赤潮和大规模的养殖生物病害频繁发生,海湾生态系统严重失衡。海带、裙带菜、紫菜、龙须菜等大型经济海藻,生物量大、生产力高,在生长过程中能大量吸收C、N、P等营养物质,栽培大型海藻是吸收、利用营养物质,防治富营养化的有效措施之一。本文综述了规模化栽培大型海藻对富营养化海湾生物修复的研究进展。     

小珊瑚藻藻红蛋白提取及其稳定性研究

以羟基磷灰石柱层析法从小珊瑚藻(Corallinapilulifera)中提取出藻红蛋白,其纯度可达A565/A280大于3,得率为0.173g/kg。该藻红蛋白在498nm和565nm处有两处荧光激发峰,为双峰型。荧光发射光谱检测表明藻红蛋白在pH5.0~10.0溶液中具有较高的稳定性,其中以pH6.0和pH10.0的稳定性最高。该藻红蛋白对光照敏感,光照度800lx照射17h后荧光基本消失。对氧化剂(H2O2)敏感,在9℃以0.1%的H2O2处理24h,荧光基本消失。藻红蛋白不耐高温,80℃处理0.5h,导致蛋白液褪色,荧光消失。     

海底沉积物分析测试方法标准的研究

依据海底沉积物分析测试方法标准研究的总体设计，完成了40个分析项目的21份验证报告，进行了实验室间精密度协作性检验工作，在海底沉积物CaCo3,H2Os^-，H2O^ 的分析方法研究中取得新进展，并建立了ICP－AES法测定海底沉积物中常量、微量、稀土元素分析方法。