长江河口洪水造床作用

据多年实测资料统计 ,长江口年径流总量 92 4 0亿m3,年输沙量 4 .86亿t,洪季的径流量和输沙量分别占全年总量的71.7%和 87.2 %。如遇洪水年 ,当洪峰流量超过 6 0 0 0 0m3 s时 ,中、下游河道水位明显抬高而进入防汛警戒状态 ,河床有明显冲淤变化 ;洪峰流量超过 70 0 0 0m3 s时 ,新生汊道及切滩串沟频频出现 ,给河口治理及深水航道开发带来重要的影响。从长江河口河槽演变基本特征及南港、北槽底沙输移强度引证长江洪水在河口地区的造床作用     

Effect of Cyclic Loading Frequency on Undrained Behaviors of Undisturbed Marine Clay

Based on a series of cyclic triaxial tests, the effect of cyclic frequency on the undrained behaviors of undisturbed marine clay is investigated. For a given dynamic stress ratio, the accumulated pore water pressure and dynamic strain increase with the number of cycles. There exists a threshold value for beth the accumulated pore water pressure and dynamic strain, below which the effect of cyclic frequency is very small, but above which the accumulated pore water pressure and dynamic strain increase intensely with the decrease of cyclic frequency for a given number of cycles. The dynamic strength increases with the increase of cyclic frequency, whereas the effect of cyclic frequency on it gradually diminishes to zero when the number of cycles is large enough, and the dynamic strengths at different frequencies tend to the same limiting minimum dynamic strength. The test results demonstrate that the reasons for the frequency effect on the undrained soil behaviors are beth the creep effect induced by the loading rate and the decrease of sample effective confining pressure caused by the accumulated pore water pressure.     

舟山枸杞水域的污损生物生态

本文系１９８８年９月～１９８９年９月在舟山枸杞乌里西岙水域进行挂板试验的结果。共获污损生物１３５种，其中，近岸的油库码头获７７种，远岸的养殖筏获１１０种。动物以亚热带高盐性种类为主，三角藤壶Ｂａｌａｎｕｓｔｒｉｇｕｎｕｓ、小海葵Ａｃｔｉｎｉａ、柯氏分胞孔苔虫Ｃｅｌｌｅｐｏｒｉｎａｃｏｓｔａｚｉｉ、西方三胞苔虫Ｔｒｉｃｅｌａｒｉａｏｃｃｉｄｅｎｔａｌｉｓ、艾氏美熄Ｃｌｔｉａｅｄｗａｒｄｓｉ、广口小桧叶螅Ｓｅｒｔｕｌａｒｅｌｌａｍｉｕｒｒｅｎｓｉｓ等占优势，藻类常见的有长石莼Ｕｌｖａｌｉｎｚａ、肠浒苔Ｅｎｔｅｒｏｍｏｒｐｈｙｉｎｔｅｓｔｉｎａｌｉｓ和日本多管藻Ｐｏｌｙｓｉｐｈｏｎｉａｊａｐｏｎｉｃａ。枸杞污损生物的附着期主要在夏季，附着量也以夏季最大。不同地点附着量的差异极大。夏季由于近岸三角藤壶大量附着，故生物量明显大子远岸，其他季节均是远岸大于近岸。夏季近岸三角藤壶的覆盖面积达１００％，生物量达１８１１９ｇ／ｍ２，占污损生物总生物量的９８％。故夏季是污损生物防除的主要季节，三角藤壶是防除的主要对象。与１９７５～１９７６年嵊山污损生物进行比较，发现两地污损生物的种类组成和群落结构极为相似，说明１０多年以来嵊山     

海洋石油管道单点提升分析

基于管道微单元体平衡建立了海管单点提升的非线性力学模型的控制微分方程组 ,使用变弧长的无量纲代换将动边界问题化为固定边界的两点边值问题 ,利用Maple环境下编制的两点边值问题的打靶法程序得到了该问题在各个提升阶段的数值解答和在单点提升过程中管道的极限弯矩约为 0 .71q1 3(EI) 2 3。     

象山港,三门湾潮间带生态学研究：Ⅱ.数量组成与分布

象山港、三门湾软相潮间带底栖动物数量的水平分布与港湾的屏蔽性程度有一定的关系，生物量是三门湾（１８０．９５ｇ／ｍ２）高于象山港（９４．４７ｇ／ｍ２），生物密度是象山港（８１６个／ｍ２）高于三门湾（３４７个／ｍ２）。决定所面生物数量变化的主要底栖动物种类数随着港湾屏蔽性程度的提高而相应地减少。生物数量的垂直分布主要受潮汐作用的影响，以中潮区为最高。生物量以６月份最大，密度是４月份最大。     

Wave Decay and Its Characteristics in Surf Zone

In accordance with the similarity between breaking waves and hydraulic jumps, the expressions for estimating wave decay and wave energy dissipation in the surf zone are derived based on the fundamental equations of fluid mechanics. Using the numerical solution of cnoidal wave theory, the various kinematic properties of waves in the surf zone, including the relative wave crest height, wave energy, and radiation stress are discussed. The values calculated with the method proposed in this paper are in good agreement with the experimental data gained by other researchers. The present expressions can be used in the studies of sediment transport on gently sloping beaches, especially on muddy beaches.     

A New Pursuit Mode of Nonlinear Wave Surface

The numerical mode of nonlinear wave transformation based on both the Laplace equation for water field and the Bemoulli equation for water surface is a kind of time-domain boundary problem with initial conditions. And the basis for establishing the numerical mode of nonlinear wave in time domain is to trace the position of wave free surface and to calculale the instantaneous surface height and surface potential function. This paper firstly utilizes the ‘0-1‘ combined BEM to separate the boundary by means of discretization of Green‘ s integral equation based on the Laplace equation, then separates the free surface of wave with FEM and derives the FEM equation of wave surface that satisfies the nonlinear boundary conditions. By jointly solving the above BEM and FEM equations, the wave potential and surface height could be obtained with iteration in time domain. Thus a new kind of nonlinear numerical mode is established for calculating wave transformation. The wave test in the numerical wave tank shows that the numerical simulation with this mode is of high accuracy.     

Characteristics of Scour and Deposition in Front of Breakwaters Under Irregular Broken Clapotis

First the scour and deposition patterns of the sandy seabed in front of a vertical breakwater under the action of irregular broken clapotis are investigated experimentally and classified into five types: scour type Ⅰ , scour type Ⅱ, scour type Ⅲ, deposition type Ⅰ, and deposition type Ⅱ . Secondly, the processes of formation of scour and deposition patterns are probed in comparison with those induced by regular broken clapotis and standing waves. Thirdly, the criteria for distinguishing scour and deposition patterns under irregular broken clapotis are presented.     

Modeling of Multi-Freedom Ship Motions in Irregular Waves with Fuzzy Neural Networks

1 .IntroductionAshiptravelingatseaundergoesundesirablewave inducedmotions ,namely ,surge ,sway ,heav ing ,rolling ,pitchingandyaw .Thesemotionsoftencauseproblemstothecrew ,theonboardequip mentand ,intheworstcase ,thesafetyofthevessel.Tominimizethewave inducedshipmotions ,controlsystemsmaybeapplied .Theaccuratemodelingofshipmotionsisthereforeveryimportantforshipdesignanddesignofmotioncontrolsystems .Manyresearchershavedevelopedshipmotionpredictionmethodsbasedonthepotentialflowtheo ries (Dong ,…