圆形数值波浪水池斜向和多向入射波浪模拟研究     

任兴月  陶军  彭伟 《海洋工程》2018,36(4):78-87

为了研究斜向入射波浪,基于三维不可压缩两相流模型,开发了一套圆形数值波浪水池数值模型。在圆形波浪水池中,通过源项造波法成功生成了任意入射方向的波浪,并且利用人工摩擦项模拟阻尼区以数值耗散反射波浪。模型基于嵌入式多块网格体系,采用FVM法(finite volume method)离散Navier-Stokes方程,VOF法(volume of fluid)追踪自由水面。试验结果表明,斜向入射波浪的模拟结果与理论值基本一致,圆形波浪水池在模拟斜向入射波浪时,有效区域的面积较传统波浪水池显著增大,而且有效区域受波浪入射角度的影响也较小。同时,通过叠加多列斜向入射波浪,模拟出了多向交叉波列,并通过与理论结果对比,发现其具有较高的精度。  相似文献   

Wave tank and bench-top control testing of a wave energy converter     

《Applied Ocean Research》2019

An increasing number of experiments are being conducted to study the design and performance of wave energy converters. Often in these tests, a real-time realization of prospective control algorithms is applied in order to assess and optimize energy absorption as well as other factors. This paper details the design and execution of an experiment for evaluating the capability of a model-scale WEC to execute basic control algorithms. Model-scale hardware, system, and experimental design are considered, with a focus on providing an experimental setup capable of meeting the dynamic requirements of a control system. To more efficiently execute such tests, a dry bench testing method is proposed and utilized to allow for controller tuning and to give an initial assessment of controller performance; this is followed by wave tank testing. The trends from the dry bench test and wave tank test results show good agreement with theory and confirm the ability of a relatively simple feedback controller to substantially improve energy absorption. Additionally, the dry bench testing approach is shown to be an effective and efficient means of designing and testing both controllers and actuator systems for wave energy converters.  相似文献   

青岛液体化工码头苯罐泄漏对大气环境的影响     

尹相淳  战闰  宋树林  魏修华 《海岸工程》2003,22(3):52-58

预测和评价了青岛港液体化工码头苯贮罐苯泄漏对大气环境的影响．结果表明，苯罐一旦发生泄苯事故，会对大气环境造成不同程度的影响；在最不利天气条件下，泄漏挥发量为3375kg，会导致22人死亡；泄漏挥发量为1237kg，会导致4人死亡；如果同样的泄苯挥发量，发生在微风条件下，则分别有4人死亡和无人死亡；若发生33kg泄漏挥发量，无论在何种天气条件下，都不会导致人员伤亡。  相似文献   

Freely floating-body simulation by a 2D fully nonlinear numerical wave tank     

Weoncheol Koo  Moo-Hyun Kim 《Ocean Engineering》2004,31(16):221-2046

Nonlinear interactions between large waves and freely floating bodies are investigated by a 2D fully nonlinear numerical wave tank (NWT). The fully nonlinear 2D NWT is developed based on the potential theory, MEL/material-node time-marching approach, and boundary element method (BEM). A robust and stable 4th-order Runge–Kutta fully updated time-integration scheme is used with regriding (every time step) and smoothing (every five steps). A special φ_n-η type numerical beach on the free surface is developed to minimize wave reflection from end-wall and wave maker. The acceleration-potential formulation and direct mode-decomposition method are used for calculating the time derivative of velocity potential. The indirect mode-decomposition method is also independently developed for cross-checking. The present fully nonlinear simulations for a 2D freely floating barge are compared with the corresponding linear results, Nojiri and Murayama’s (Trans. West-Jpn. Soc. Nav. Archit. 51 (1975)) experimental results, and Tanizawa and Minami’s (Abstract for the 6th Symposium on Nonlinear and Free-surface Flow, 1998) fully nonlinear simulation results. It is shown that the fully nonlinear results converge to the corresponding linear results as incident wave heights decrease. A noticeable discrepancy between linear and fully nonlinear simulations is observed near the resonance area, where the second and third harmonic sway forces are even bigger than the first harmonic component causing highly nonlinear features in sway time series. The surprisingly large second harmonic heave forces in short waves are also successfully reproduced. The fully updated time-marching scheme is found to be much more robust than the frozen-coefficient method in fully nonlinear simulations with floating bodies. To compare the role of free-surface and body-surface nonlinearities, the body-nonlinear-only case with linearized free-surface condition was separately developed and simulated.  相似文献   

中国对虾人工诱导雌核发育的研究 Ⅱ.紫外线辐射对精子顶体反应和受精能力的影响     

陈本楠  蔡难儿  李光友 《海洋科学》1997,21(1):41-47

研究了 36 5 nm波长紫外线辐射中国对虾精子对其顶体反应和受精能力的影响。结果表明 ,低剂量紫外线辐射促进精子发生顶体反应 ,大剂量辐射使精子丧失发生顶体反应的生理机能并死亡。 36 5 nm波长紫外线能够透过精荚和纳精囊盖 ,对其内精子起到杀伤作用。精液稀释液在紫外线下辐射 5～ 8s,仍有部分精子具有受精能力 ,但胚胎在早期阶段即死亡。人工诱导雌核发育的过程中 ,紫外线辐射精液稀释液 5～ 8s,可获得遗传物质失活的精子 (激活源 )。经透射电镜观察分析 ,紫外线对精子遗传物质的损伤是一种使染色质变性的化学作用。  相似文献   

Numerical Investigation on the Generation and Propagation of Irregular Waves in A Two-Dimensional Wave Tank     

Ruey-syanSHIH Chung-renCHOU JohnZ.YIM 《中国海洋工程》2004,18(4):551-566

  相似文献   

综合利用对虾扇贝育苗池常温育裙带菜苗试验     

赵焕登  丛沂滋 《海洋湖沼通报》1992,(3):56-59

本试验是利用对虾(扇贝)育苗池进行室内常温培育裙带菜苗。试验证明,育苗数量完全可以达到生产上的要求,这样既可充分提高对虾(扇贝)育苗池的利用率,又可解决裙带菜苗源不足的问题,促进裙带菜养殖事业的发展。  相似文献   

双壳类软体动物精子发生及其在系统演化研究中的应用前景   总被引：11，自引：0，他引：11  

竺俊全  杨万喜 《海洋湖沼通报》2002,(4):25-31

综述了双壳类软体动物精子发生及精子形态结构方面的研究进展，指出双壳类软体动物精子发生过程中精细胞分化具有种、属特异性，精细胞分化的细节是区别个体外部形态很近的物种的依据；精子的形态结构具有种的特征，精子结构的比较研究将成为双壳类软体动物系统演化研究的重要方法之一。  相似文献   

A moving PIV system for ship model test in a towing tank     

Jeng-Horng Chen  Che-Chun Chang 《Ocean Engineering》2006,33(14-15):2025-2046

A moving particle image velocimetry (PIV) system was successfully developed and used in a large towing tank for ship model tests to observe velocity fields near ship models. The experimental method involved adjustable optical devices for various test conditions and a special particle-seeding device. The streamwise and cross-streamwise flow fields of a yacht model and a tanker model were measured. Ship type, bottom shape, and towing speed were found to be the causes of problems affecting optical access and image quality. Possible solutions, deeper optical ducts, dark painting color, and pre-processed analysis method, were proposed and discussed.  相似文献   

Fully nonlinear numerical wave tank (NWT) simulations and wave run-up prediction around 3-D structures     

J. -C. Park  M. -H. Kim  H. Miyata  H. -H. Chun 《Ocean Engineering》2003,30(15):1969-1996

A finite-difference scheme and a modified marker-and-cell (MAC) algorithm have been developed to investigate the interactions of fully nonlinear waves with two- or three-dimensional structures of arbitrary shape. The Navier–Stokes (NS) and continuity equations are solved in the computational domain and the boundary values are updated at each time step by the finite-difference time-marching scheme in the framework of a rectangular coordinate system. The fully nonlinear kinematic free-surface condition is implemented by the marker-density function (MDF) technique developed for two fluid layers.To demonstrate the capability and accuracy of the present method, the numerical simulation of backstep flows with free-surface, and the numerical tests of the MDF technique with limit functions are conducted. The 3D program was then applied to nonlinear wave interactions with conical gravity platforms of circular and octagonal cross-sections. The numerical prediction of maximum wave run-up on arctic structures is compared with the prediction of the Shore Protection Manual (SPM) method and those of linear and second-order diffraction analyses based on potential theory and boundary element method (BEM). Through this comparison, the effects of non-linearity and viscosity on wave loading and run-up are discussed.  相似文献