浅水波浪水质点运动的不对称性与海岸泥沙横向移动问题

本文从椭圆摆线波理论出发，用时间变量的概念，推导出波浪水质点运动速度公式。证明了浪波水质点运动不对称性的存在，即存在着正向与反向水平运动速度的不对称和正向速度与反向速度在作用时间上的不对称。结合泥沙在斜坡情况下的起动流速公式，导出了泥沙在波浪作用下的移动总速度公式。进而讨论了泥沙的输沙率问题，得出一波浪作用下泥沙横向输沙率的近似公式，     

子午线弧长的一种新算法应用

介绍一种椭球子午线弧长的计算方法，并以我国常用的1954年北京坐标系椭球为例进行了实例计算。该法与椭圆积分计算方法相比较，公式简单明了，计算方法简便，并能满足精度要求。     

海底管道的初始屈服研究

本文由ＶｏｎＭｉｓｅｓ屈服准则，建立了承受弯曲与外压联合作用下的海底输油（气）管道的初始屈服公式。公式中考虑了实际管道的初始椭圆率。对深水域管道的初始屈服强度作了数值预测。给出了各种参数对屈服强度的影响曲线     

台湾海峡西部海域水平涡动交换混合的讨论

根据涡动混合张量，计算涡交换张量分量，进而利用普郎特公式计算混合长度，并采用涨合交换椭球方程导出混合交换椭圆方程，以此计算本区涡动交换混合椭圆要素的分布，阐明台湾海峡西部涡动混合的变化规律。得出海峡西部涡动混合的流势的分布变化规律较一致，即流速大的涡动混合交换强，顺流方向或平行于岸线的涡动混合强于横珙于流或垂直岸线的涡动混合，其混合强度冬季比夏季强，表层比底层强，南部比北部强。     

远破波波浪力计算公式的探讨

本文计算比较了暗基床及低基床直立堤上远破波各种波浪力计算公式的差别。表明在缓坡时,我规范公式值与日、苏规范的公式值差别不大,而陡坡时差别较大,明基床时差别也变大。     

V形防波堤与圆弧型防波堤之浅水波绕射作用的比较

应用椭圆余弦波的绕射理论,推导了V形防波堤的浅水波浪绕射解析解,从而对现有的Airy微幅波理论进行了有效拓展。据此理论对V形防波堤的浅水波绕射作用进行了解析计算,并与几何形状相近的圆弧型防波堤结果加以了对比。结果表明：椭圆余弦波理论计算的V形防波堤最大波浪力和最大绕射波面明显大于微幅波理论的对应值。本方法适用于张角180°的有限长直立薄壁防波堤的浅水波绕射作用计算,从而将无限长直立薄壁堤的反射波理论加以有效拓展。张角同为120°的V形堤与圆弧堤的堤后防浪效果相近,而180°圆弧堤的堤后防浪效果优于张角90°的V形堤。     

内孤立波对小直径直立桩柱作用力的实验研究

内孤立波具有较大的振幅与较强的垂向剪切,能对海洋工程设施产生极大的破坏作用。本文设计实验研究了内孤立波与直立小直径桩柱的相互作用,采用粒子图像速度测量法(PIV)测量内孤立波的流速场,并采用自行设计的测力天平测量桩柱受力,测量分析了内孤立波对小直径直立桩柱产生作用力的实验值,与Morison公式计算的理论值比较。实验结果表明,第一模态内孤立波的流速方向以及作用力在桩柱的上下部分方向相反,产生很强的速度切变和扭力,对小直径直立桩柱造成破坏。通过与Morison公式计算的理论值比较,发现实验值与理论值的大小以及分布规律基本相同。     

不同倒角半径四柱体绕流数值模拟及水动力特性分析

为研究四柱体布置情况下倒角半径变化对柱体绕流水动力特性的影响,使用Fluent软件,采用大涡模拟方法研究了在雷诺数Re=3 900下6种不同倒角半径的柱体在方形四柱体布置时的三维流场。在模型分析验证有效后,分析了柱体后方瞬时流场、水动力参数、时均流场的变化情况。分析结果表明:随着倒角半径的增大,上游柱体的平均阻力系数逐渐减小,下游柱体的平均阻力系数除了在R~+=0.1处增幅很大以外,其余均随倒角半径变大而平稳变大;各柱体的升力系数均方根变化趋势基本相同;R~+=0.1、0.5时,上下游两柱体的升力系数曲线相位相反,而在R~+=0.2、0.3和0.4时,上下游两柱体的升力系数曲线相位相同。     

一种无限水平柱体的总磁异常△T之解释方法

本文建立了无限水平柱体的总磁异常之解释方法。同传统的异常解释方法(特征点法和积分法)相比较，本方法具有以下几个特点。首先，所提出的特征点法和积分法适合于任意磁化水平柱体的总磁异常的解释。这一点对于海上磁法勘探的资料解释具有一定的意义。因为海上磁测通量是测得总磁异常．其次．所提出的特征点法可以用来确定与柱体中心位置相对应的在剖面上的带影点，也就是坐标原点。再者，所提出的特征点法和积分法可用来计算水平柱体中心的深度，而在积分反演中只用到磁异常曲线的一部分。这一点同其他积分法相比，其计算过程比较简单。最后，也作了理论模型的正反演计算。反演结果表明。所提出的方法构能给出满意的反演结果。     

基于MPS方法模拟低雷诺数方柱绕流问题

柱体绕流问题是流体力学领域一个非常经典的问题。当流体流经柱体时,由于黏性的存在,会发生许多复杂的流动现象,如流动分离、涡旋周期性生成与脱落等,经常被作为标准验证算例。同时,柱体绕流广泛存在于实际工程中,并在一定工况下可能对工程产生巨大危害,因此对柱体绕流进行深入研究具有重要意义。研究中,拟将一种无网格类方法——半隐式移动粒子方法(moving particle semi-implicit method,简称MPS)引入到柱体绕流问题的数值研究中,并对不同雷诺数下二维方柱绕流问题进行数值模拟。首先,使用基于MPS方法自主开发的MLParticle-SJTU求解器,结合入口边界条件和出口边界条件,模拟了雷诺数Re分别为40、200和1 000时均匀来流条件下的方柱绕流。随后,将模拟的绕流结果与文献中试验和数值计算结果进行了对比,结果吻合较好,并且在雷诺数为200和1 000时,可以清晰地捕捉到方柱尾流中的卡门涡街现象,验证了MPS方法在柱体绕流问题模拟上的有效性和适用性。     

Variation of Added Mass and Its Application to the Calculation of Amplitude Response for A Circular Cylinder

In the present study,analyzed are the variation of added mass for a circular cylinder in the lock-in(synchronization) range of vortex-induced vibration(VIV) and the relationship between added mass and natural frequency.A theoretical minimum value of the added mass coefficient for a circular cylinder at lock-in is given.Developed are semi-empirical formulas for the added mass of a circular cylinder at lock-in as a function of flow speed and mass ratio.A comparison between experiments and numerical simulations shows that the semi-empirical formulas describing the variation of the added mass for a circular cylinder at lock-in are better than the ideal added mass.In addition,computation models such as the wake oscillator model using the present formulas can predict the amplitude response of a circular cylinder at lock-in more accurately than those using the ideal added mass.     

Experimental Study on Local Scour Around A Large Circular Cylinder Under Irregular Waves

1 .IntroductionWiththedevelopmentofexploitationofmarineresources ,theconstructionofoffshorestructuresdevelopsrapidly ,suchasmarineoilplatforms ,deep waterbreakwaters ,marinebridges ,largehar bors,etc .Thesestructureswillchangesurroundingwaveandcurrentconditionsandleadtolocalscourofseabed ,resultinginstructuraldamage .Therefore ,localscouraroundmarinestructuresaswellastheirprotectionhasdrawnmuchattentionfromrelativeengineeringfields .Manyscholarshaveconduct edtheoreticalanalysisandexperimentals…     

东太平洋海盆多金属结核生长历史的重建

依据多金属结核ＣＣＣ１４剖面上Ｍｎ、Ｆｅ、Ｎｉ、Ｃｕ的含量和有关的公式，本文计算该结核生长过程中瞬时生长速率和Ｍｎ、Ｆｅ、Ｎｉ、Ｃｕ的瞬时通量，并在结核中建立时间标尺，划分和对比结核生长阶段，重建结核ＣＣＣ１４８．７９３Ｍａ，Ｂ．Ｐ．以来的生长历史。研究结果表明，采用由铁、锰含量计算结核生长速率的公式，可详细了解结核生长过程，并能识别与提取强核中古海洋信息记录。     

南海区域岩石圈的壳-幔耦合关系和纵向演化

南海区域岩石圈由地壳层和上地幔固结层两部分组成。具典型大洋型地壳结构的南海海盆区莫霍面深度为９～１３ｋｍ,并向四周经陆坡、陆架至陆区逐渐加深;陆缘区莫霍面一般为１５～２８ｋｍ,局部区段深达３０～３２ｋｍ,总体呈与水深变化反相关的梯度带;东南沿海莫霍面深约２８～３０ｋｍ,往西北方向逐渐增厚,最大逾３６ｋｍ。南海区域上地幔天然地震面波速度结构明显存在横向分块和纵向分层特征。岩石圈底界深度变化与地幔速度变化正相关;地幔岩石圈厚度与地壳厚度呈互补性变化,莫霍面和岩石圈底界呈立交桥式结构,具有陆区厚壳薄幔—洋区薄壳厚幔的岩石圈壳－幔耦合模式。南海区域白垩纪末以来的岩石圈演化主要表现为陆缘裂离—海底扩张—区域沉降的过程,现存的壳－幔耦合模式显然为岩石圈纵向演化产物,其过程大致可分为白垩纪末至中始新世的陆缘裂离、中始新世晚期至中新世早期的海底扩张和中新世晚期以来的区域沉降等三个阶段。     

Experimental investigation of forces and geometry of a net cage in uniform flow

A scale model of a flexible circular net with different weights attached to the bottom was tested in a flume tank. Global forces and net deformation were measured for different steady current velocities. Three different sizes of bottom weights were used in the tests. The results from these tests are presented and discussed with the emphasis on the dependency between the forces and the geometry. Comparison is also made to empirical based formulas for calculation of drag and lift forces on net structures. Findings show that i) the forces on, and deformation of a flexible net structure are mutually highly dependent on each other; ii) estimates of global forces on a flexible net structure calculated using simple drag formulas derived from stiff net panel experiments give large errors when compared to experimental measurements; iii) numerical models taking into account the dependency between force and deformation should be used to obtain accurate estimates of forces on flexible net structures; and iv) the forces on a flexible net structure are dependent on Reynolds number, and their dependency are similar to that of a regular cylinder.     

平均海平面若干问题的研究

海面是不静止的,时刻在运动着.在解决实际问题时,一般采用平均海平面.平均海平面是以自记验潮仪(或水尺)进行长期观测而计算得到的,通常是取观测记录每整小时潮高的平均值,称为该观测时期的平均海平面.平均海平面是作为计算陆地高度的起算面,也就是山高的基准面.海图深度基准面也是依赖于平均海平面算出的.由于海面受天文、气象、海洋因素等影响,真实的平均海平面不易求出,但我们可应用多年的平均海平面逼近它.     

Mississippi prodelta crusts: A clay fabric and geotechnical analysis

Abstract

"Crust”; zones, as defined by shear strength profiles, have been delineated in Mississippi prodelta sediments since the advent of the remote wire‐line probe. Attempts to map the distribution of the “crust”; on the prodelta have been hampered by sparsity of in situ measurements and its apparent lateral discontinuity. Evidence based on clay fabric, geotechnical properties, and the location of selected cores within certain geomorphic zones, suggests the “crusts”; are associated with zones of shearing during an episode of submarine sediment movement on the prodelta.

The clay fabric within the “crust”; zone differs from that found above and below in the high‐porosity sediments. A noticeable degree of clay platelet preferential alignment is characteristic of sediments within the “crust.”; This preferred orientation occurs as localizations rather than as an overall alignment of all the particles. The clay fabric of the higher‐porosity sediments above and below the “crust”; is typified by randomly arranged clay particles and domains, sharing edge‐to‐face contacts which create an open framework. Apparent increases in the coarse silt fraction in the “crust”; zone were observed initially in scanning electron and transmission electron micrographs and later confirmed by grain size analysis. The presence of this silt apparently contributes to the increase in shear strength within the “crust.”; Clay particle arrangement in close proximity to these larger grains is modified in such a manner as to reduce water contents. Transmission electron microscopy and scanning electron microscopy observations of the “crust”; reveal that the void ratio decreases, resulting in a concomitant reduction in the water content as reflected in the geotechnical properties profiles. The type of fabric exhibited by the “crust”; suggests a remolding and dewatering of initially porous silty clay sediments in response to shear stresses operating on the prodelta.

Core samples were recovered from sediments exhibiting a “crust”; in areas identified by other researchers as unstable, based on seismic and acoustic profiles and sidescan sonar records. The prodelta has been modified by a peripheral mudflow at the location where the cores were collected for this study.     

从南海与大洋磁异常的相关性探讨南海的成因

对南海与大洋盆地条带状磁异常的相关分析表明，相关系数为０．１１—０．６５９，存在弱线性关系。这从一个侧面反映出边缘海洋壳与大洋壳本质上的差异。边缘海洋壳是玄武岩浆侵入并吞蚀破碎的大陆边缘地壳后形成的不同于大洋壳的新型洋壳。南海盆地磁异常显示其洋壳是新老不一、厚薄不匀的新洋壳的拼合叠覆体。     

Morphological Features of Co-Rich Manganese Deposits and Their Relation to Seabed Slopes

Abstract

The morphological features associated with Co-rich manganese deposits, the size variations of nodules, and the occurrence of different substrates have been analyzed, to evaluate the influence of various seabed slope angles on the distribution of these features. The coverage and size of the crusts depend on their surface morphology and seabed topography, resulting in cobble-type, lineated, or step-like outcrops. Small nodules (1–4 cm in diameter) dominate all seabed slopes, with a few locations having nodules ranging from 1 to 8 or 1 to 10 cm. Sediments invariably occur as substrates for nodules and as cover for crusts, their coverage being inversely proportional to that of the nodules and crust outcrops.

Steeper seafloor areas have large crust outcrops exposed with no or few nodules and sediments associated with them. The intermediate slopes have a combination of nodules, sediments, and crusts in various proportions, depending on topography and gradient. Large-scale nodule occurrences, followed by sediment fields and crust outcrops on seabed slopes of < 3°, 3–7°, and > 15°, respectively, represent typical morphological distribution zones of the Co-rich manganese deposits on a seamount in the central Pacific Ocean. A transition zone between nodule-dominated fields and large crust outcrops occurs for slopes from 7° to 15°. This detailed study on distribution of Co-rich deposits gives a better understanding for purposes of their exploitation.     

TRANSFORMATION OF CONTINENTAL AND OCEANIC CRUSTS AND GEOTECTURE OF THE WESTERN PACIFIC MARGIN

Three types of crust exist in the area studied. There was an assembled continent at the end of the Hercynian-Indosinian cycle. Since the Cenozoic the area has shown a trend of tension, thinning and oceanization in varying degrees, which is manifested in the creeping and obduction of the Asian continent as well as the spreeding and subduction of West Pacific Ocean, thus bringing about the continental rifts, maginal basins and arc-thrence systems in this area.Geotectonic cycle usually begins with a tensional phase and ends with a compressional phase. When tension predominates, various rifts can be formed on the continental crust and the crust is in the trend of oceanization. When compression predominates, the rifts disappears, the crust is in the trend of continentization and, in the end, folded mountain belts and geosutures can be formed. Thus, the crust is tending towards "maturatity" and thickening.