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   

The contribution of nano- and micro-planktonic assemblages in the surface layer (0-30 m) under different hydrographic conditions in the upwelling area off Concepción, central Chile     

V. Anabalón  R. Escribano  M. Angélica Varas 《Progress in Oceanography》2007,75(3):396-414

In the highly productive region off central Chile, the structure and temporal and spatial variability of planktonic assemblages, and the factors that determine changes in this structure are poorly understood. In the region, wind-driven upwelling, heating by solar radiation and freshwater inputs are highly seasonal processes, which, together with higher frequency events, can promote changes in the planktonic communities, especially in the upper layer. This study focuses on the structure of nano- through to micro-planktonic assemblages (2-200 μm) of unicellular organisms (protists) in surface waters (0-30 m) during different hydrographic conditions. Samples were taken from a fixed shelf station off Concepción (COPAS time series Station 18) on eight occasions between September 2003 and August 2004. The nano-plankton flagellate-dominated fraction was numerically important during the whole period. Maxima in flagellate abundance and biomass occurred during the upwelling period (November-April samplings) but these maxima appear to be unrelated to the degree of water column stratification. The micro-plankton diatom-dominated fraction was usually the largest component in terms of biomass during the study period and the diatoms made important numerical contributions during the upwelling period, with maxima in abundance and biomass when water column stability was lowest. The dominant genera and morphotypes in each functional group were found throughout the study period, with maxima in abundance and biomass co-occurring under similar environmental upwelling conditions. The mean macro-nutrient concentrations (nitrate and silicate) were relatively high in the top 30 m during both upwelling and non-upwelling periods, and did not explain the maxima in plankton or functional group replacements. The persistence of the dominant taxa in the planktonic assemblages suggests a high degree of flexibility, though probably not at the specific level, to withstand the highly variable environmental conditions in this upwelling area.  相似文献   

黄河三角洲沿岸海浪风暴潮耦合作用漫堤风险评估研究   总被引：5，自引：3，他引：5  

尹宝树  徐艳青  任鲁川  杨德周  程明华 《海洋与湖沼》2006,37(5):457-463

海浪、风暴潮是重要的海洋灾害因子,过去人们主要对这些灾害因子本身进行研究,而对它们作用的承灾体研究甚少。实际上,只有它们作用的承灾体遭到破坏,才产生海洋灾害。本研究的目的就是要针对海浪风暴潮漫堤灾害,提出漫堤灾害的风险评估标准及风险评估方法和程式,为沿海防灾减灾提供科学依据。针对黄河三角洲示范区,根据漫堤程度,提出了漫堤灾害风险等级标准,并基于建立的海浪和风暴潮潮汐数值模式及长期预测结果,提出了风险评估方法和程式步骤。对黄河三角洲近岸海域主要堤段进行了多年一遇和典型台风过程漫堤灾害的风险评估。得到的结果是:该区沿岸海堤在风暴潮水位下一般都不能发生水位漫堤现象,只有加上波浪作用时,才会出现海水漫堤;当发生五十年一遇的风暴潮、浪时,多数的海堤的风暴潮、浪漫堤灾害风险在3—4级,即有效波高的浪已爬上或接近爬到堤顶;9216和9711号台风所产生的风暴潮、浪灾害约为150—200年一遇的情况。从实际情况看,本研究中提出的漫堤风险评估标准、评估方法是可行的,评估结果为有效防减海浪风暴潮漫堤灾害造成的损失提供了参考。  相似文献   

用Gumbel极值分布推算气候极值的方法   总被引：1，自引：0，他引：1  

胡基福  姜宏川  周庆满  林滋新 《中国海洋大学学报(自然科学版)》1993,(1)

介绍了用Gumbel极值分布理论推算气候极值的矩法、Thomas曲线公式和最小二乘法。并计算多年一遇的年最高气温、年最大均风速、年最大日降雨量和年最大波高。指出,变率小的要素极值再现期短;变率大的要素极值再现期长;Thomas曲线公式的计算结果较其它两种方法接近历史实况,且计算简便。  相似文献   

三株赤潮硅藻5.8SrDNA及转录间隔区(ITS)的克隆及序列分析     

张宝玉  王广策  吕颂辉  齐雨藻  邹景忠  曾呈奎 《海洋学报》2006,28(1):111-117

对引发赤潮的3株硅藻——1株尖刺拟菱形藻(Pseudo-nitzshia pungens)和2株中肋骨条藻(Skeletonema costatum)的5.8SrDNA和ITS(internal transcribed spacers)序列进行了PCR扩增、克隆和序列测定,并分析了硅藻门10株赤潮藻(7株从GenBank获得)的系统进化关系.研究结果表明,尖刺拟菱形藻的ITS和5.8SrDNA的长度为693bp,SK-1(分离自东海赤潮暴发区)测序得到715bp,除ITS和5.8SrDNA外,还包含部分18SrDNA和28SrDNA;SK-2(分离自青岛养殖场)的ITS和5.8SrDNA的长度为331bp,尖刺拟菱形藻与从GenBank中获得的2株尖刺拟菱形藻相似程度最高,为100%,与该属的多列拟菱形藻相似程度稍低,为82.9%.SK-2的ITS序列与SK-1的相似程度很低,只有51%,但与拟中肋骨条藻的ITS序列相似程度高,为95.5%.SK-1的ITS序列与拟中肋骨条藻的相似程度也低,为56.7%.系统进化树反映的结果与相似性反映的结果一致.研究的该株尖刺拟菱形藻从根据ITS序列研究的结果与形态鉴定的结果看是一致的;SK-2可能属于拟中肋骨条藻;SK-1比较特殊,有待于用其他的方法进一步研究确定其分类地位.  相似文献   

论宁波东南港湾地区水资源的开发利用途径          下载免费PDF全文

杨晓平 《海洋开发与管理》1995,12(2):62-66

本文在１９８９年对宁波市水资源进行调查的基础上，进一步分析了东南港湾地区水资源的特点及利用现状，并由此而提出了解决水源的对策。  相似文献   

南海季风区地域性大气环流的结构     

周发琇  张涛  高荣珍 《中国海洋大学学报(自然科学版)》2001,31(4):467-472

作者使用 NCEP/ NCAR再分析资料 ,在热带 30°S～ 30°N纬带用谐波分析方法分离出超长波之后 ,再采用环流诊断方法 ,发现南海季风区存在地域性环流系统。文中给出冬、夏季风期该系统的三维空间结构和相应的热源分布 ,讨论了该地域性环流系统对南海季风气候及其异常的作用 ,并探讨夏季风爆发北部先于南部的一种可能的气候原因。  相似文献   

某矿山天然放射性核素的调查   总被引：1，自引：0，他引：1  

覃国秀  刘庆成  陈宁  徐海峰 《国外铀金地质》2008,(1):54-56

对某矿山工作场所和生活区分别进行了样品采集,并使用ORTEC公司生产的16000道HPGeγ能谱仪进行了测量。结果表明,该矿山工作场所天然放射性核素的比活度大多高于生活区,其中危害最大的为尾矿坝;某些生活区天然放射性核素的比活度比对照点和国家均值要高,但多数都在国家均值范围内,最高值出现在3号生活区的农田土样中,其天然放射性核素的比活度分别为：α（226^Ra）——750．4Bq/kg、α（232^Th）——91．5Bq/kg、α（40^K）——1202Bq/kg。  相似文献   

镇泾地区延长组河流相砂体分布与圈闭形成的关系研究   总被引：3，自引：1，他引：2  

张宗林  周文  苏付义 《矿物岩石》2008,28(4)

鄂尔多斯盆地镇泾地区侏罗系地层以三角洲-湖泊沉积体系为主,研究区范围内主要发育主河道和部分分流河道砂体。研究区构造平缓,主要为单斜地层、在东南部存在大型鼻状构造。通过对主要储层段(长6、8油层组)砂体分布及与构造之间关系进行研究,分析砂体走向与构造线方向的关系认为在构造单斜地区,当两者相交时(交角β≠0)是形成圈闭的关键因素之一,在大型鼻状构造地区因构造线的弯曲与河道砂体组合可以形成圈闭。根据研究区砂体分布和构造线组合出4种地层-岩性及岩性圈闭。利用构造图与砂体分布图对主要储层段存在的圈闭确定出长6、8油层组10个层圈闭。  相似文献   

滨海地区不同质地土壤对垃圾渗滤液中氨氮的吸附作用   总被引：2，自引：0，他引：2  

高秀花  赵欣梅  吴百春  王薇 《地下水》2008,30(6)

为了探讨粉砂、粉质粘土、粉土对垃圾渗滤液中NH4+-N的吸附作用,在室内做了吸附实验,实验结果表明,三种土样吸附NH4+-N的等温吸附曲线均符合Langmuir模式,且最大吸附量分别为粉砂1.3 034 ms/g,粉质粘土1.109 mg/g,粉土0.3 439 mS/S.不同土样吸附NH4+-N的能力差异较大,三种土样的吸附顺序为:粉砂>粉质粘土>粉土;三种土样的迟滞因子分别为粉砂27.939,粉质粘土21.782,粉土18.257,说明粉砂和粉质粘土的防污能力较粉土强.  相似文献