海底沉积物取样的扰动机理研究

海底沉积物取样技术对大洋诸多科学研究来说非常重要,各种研究目标的实现与沉积物样品的质量息息相关.在使用常规管状取样器对松软或轻微固结的沉积物取样时,沉积物样品的扰动总是不可避免的.以机械手持式沉积物取样器为原型机,建立了管状取样器的取样过程模型,分析了沉积物样品的扰动机理;采用球形孔扩张理论获得了沉积物土体受到取样管挤压扩张的理论解;结合太平洋具体沉积物土体物理力学参数,对管状取样器取样造成沉积物扰动的状况给出了一个定量描述,并且提出取样管壁的厚度是减小沉积物扰动的关键参数.     

重力活塞取样器贯入模型研究

重力活塞取样器贯入深度研究对于取样效率的提高和仪器安全有着重要影响,根据取样海底沉积物类型及工程参数对取样器可贯入深度进行预判是研究的重点。基于重力活塞取样器结构,设计并制造了重量可调的重力取样器模型,增加了底质桶与支架等配套设施。按照控制变量法分别设计了针对取样器质量、贯入速度及沉积物类型的试验。试验结果表明,底质类型、取样器质量和贯入速度都可以对贯入深度产生不同程度的影响。在现有重力取样器贯入深度公式的基础上,根据本次试验得到的数据对其进行修正。改进后的公式计算结果与原来相比误差更小、更接近于真实取样数据。     

重力活塞取样器贯入深度研究

重力活塞取样器是一种重要的海底连续沉积物采集仪器,贯入深度和样品质量对海洋地质研究有着重要影响。通过对重力活塞取样器贯入过程建立能量守恒方程,得出贯入深度控制方程。已知取样器参数和土质类型条件,可计算取样管贯入深度,深度受取样器重量、体积、形状、取样管直径和沉积物类型等因素共同影响。已知取样器参数和贯入深度,可推测海底沉积物类型。     

海底沉积物取样扰动的有限元研究

应用非线性有限元分析方法,对管状取样器取样过程中的沉积物扰动状况进行了研究.建立了取样管与沉积物接触的二维轴对称有限元模型.重点分析了取样时取样管内沉积物的变形、应力和应变状况.有限元分析结果表明了取样管贯入过程中沉积物应力、应变均产生了变化,扰动显著.证实了工程实际中取样所造成的沉积物样品原始层序混杂或弯曲变形、长度缩短等扰动的后果.海底沉积物的低扰动取样样品对于诸多海洋科学研究非常重要.     

一种基于测深仪的声学Pinger距底高度测量方法

在大洋沉积物取样作业中,实时获取取样器距底高度和准确判别取样器是否触底是整个作业的关键。提出了一种基于测深仪的声学Pinger距底高度测量方法,并成功应用到了2013年"蛟龙"号试验性应用航次的常规调查作业中。实际应用表明,该方法不仅能够实时获取声学Pinger距离海底的高度,而且能够准确判断取样器是否触底。     

黄河口及渤海中南部沉积物工程特性及其机理

采用Ｋａｓｔｅｎ取样器从黄河口及渤海湾中南部海底沉积物中取样，对样品通过土工性质、微结构研究以及粘土矿物分析，阐明本研究区三维空间展布的海底沉积物形成机理及其工程地质规律，论证水动力作用和斜坡不稳定性对工程特性和微结构的重要影响．     

海岸工程地基勘察的技术方法

本文探讨了海洋沉积物的工程特性,以及为海岸工程地基而进行的海洋工程地质勘探方法。包括海洋工程地质测绘,海底钻探(Wirth型、MAS—73型、koken型及Maricor型海底钻探机械设备)、用重力、活塞、箱式取样器(管)进行水下取样、以及洋底沉积物钻孔剪切试验装置、旁压试验装置。     

一种新型的6000米深水可视可控轻型沉积物柱状取样系统

为了获得连续、低扰动、超长的深海海底沉积物样品,研制了一套可应用于最大水深6 000 m,最长取样可达25 m的可视可控轻型沉积物柱状取样系统。本套设备主要包括甲板控制单元、取样系统和立式收放机构3部分。在取样过程中,本系统充分利用动能和深海液压锤夯击双动力组合,即取样过程包括前期的重力贯入和后期的夯击取样两个过程。液压锤夯击机构的配置使取样器在不显著增加自身重量的前提下,完成超长、连续、低扰动的深海沉积物柱状样采集工作。取样器的组合与拆卸采用立式吊装的方式,极大地降低了取样过程中的工作量和所需甲板作业空间。水下监测系统的配置解决了以往盲采样的弊端。除此之外,本取样器还设有多个标准通用端口,可以扩展为多种设备的集成平台,完成多种数据的采集。目前本套设备已经成功进行了海试,并作为主要沉积物取样设备成功应用于多个海上调查航次,取得了一系列连续、低扰动的柱状样品,有效地提高了我国深海可视可控柱状取样的技术水平。     

深水取样器

深水取样器Ｍ。Ｋ。ＣｙｋａＨ对陆架和深海水区气体饱和土壤的研究工作，要求更为完善的取样方法和技术手段。土壤的气体组分在提升至地表时的膨胀和从取样器中取样品时结构容易破坏。基辅国立建筑艺术工业大学研制成用于采集海底饱含气体沉积物的新的深水取样器。仪器的...     

坠落物体产生的冲击荷载对海底管线的损伤分析

提出了坠落物体产生的冲击荷载对海底管线的损伤一种简易可行的分析方法。对坠落物体进行分类,然后进行运动形式分析,求得冲击速度,根据动力问题控制方程,使用著名商业软件‘ANSYS/LS-DYNA’,‘LS-DYNA’是世界上最著名的通用显式动力分析程序,对实际的工程算例进行了仿真模拟分析。得到的计算结果与已有经验方程结果是基本一致的。该方法可以和一般风险分析方法一起用作海底管线损伤分析和保护措施校核分析。     

Bow impact loading on FPSOs 1—Experimental investigation

Steep wave impact pressures and the structural dynamic response of floating production storage and offloading platform (FPSO) bows are studied using 1:80 scale segmented, instrumented models. The construction of these segmented models is discussed. The ‘new-wave’ theory is adopted and extended to generate steep waves and a limiting form of steep wave that might be found in deep water is proposed. A comparison between linear theoretical, experimental and suggested wave models is made. Experimental results with systemically varying parameters are presented.     

Hydroelastic impact of a wedge-shaped body

In this paper a hydroelastic method for the design of marine structures is used to study the impact of a wedge-shaped body onto a calm free-surface. The method combines computational fluid dynamics and dynamic finite-element techniques to predict the hydroelastic response of a structure in the time domain. The basic idea of the method is to predict the stress field on the fluid-structure interface due to rigid-body impact, and then to transfer the information to a wet modal model. The one-way transfer of information from the fluid simulation to the structure has two important advantages with respect to a fully coupled simulation: a single rigid-body motion computation can be reused for subsequent analyses after the structure has been redesigned, and cost of the fluid dynamic simulation is not increased due to iteration which is required in coupled simulations. The maximum displacement of an elastic wedge during the impact and penetration stages are compared with published results from a fully coupled theoretical model and a fully coupled numerical solver. The present method requires approximation of the flexural added mass, and the comparison with other results shows that the approximation is satisfactory for predicting maximum displacement.     

Bow impact loading on FPSOs 2—Theoretical investigation

Steep wave impact pressures and the structural dynamic response of FPSO bows are studied using 1:80 scale instrumented models and time domain simulation. Comparisons are made between experimental and calculated impacts and associated pressures. A simple time history simulation method for bow loading in (non-linear) random seas is developed. Simplified design rules for curved bows are proposed. The rules account for the effect of the size of the loaded area on the average pressure, the rise and decay times of the pressure and the dynamic amplification of the response.     

Wave impacts on structures with rectangular geometries: Part 2 decks,baffles and seawalls with impermeable or porous surfaces

This paper considers wave impacts on baffles, on baffles or decks adjacent to a vertical wall, and on porous seawalls and/or sea beds. For seawalls and vertical baffles, impacts can occur in steep waves, whilst a deck can be struck from below by a rising wave crest either in open sea or in a tank with standing waves (sloshing). A simple analytical model for the pressure impulse, P, due to a wave of idealized geometry and dynamics is developed and applied to the following geometries with impermeable surfaces:

• •horizontal wave impact onto a vertical wall with a deck at the waterline,
• •vertical wave impact under a deck in the same configuration (equivalent to vertical water impact of a horizontal plate),
• •horizontal wave impact onto a surface-piercing vertical baffle in open sea,
• •as for 3. but with the baffle in front of a wall,
• •as for 4. but with a deck extending from the vertical wall to the baffle,
• •bottom-mounted baffle in front of a wall with impact occurring on the wall.

We also consider cases that complement part 1 of this paper to include the effect on impacts on a seawall with a porous sea bed and/or sea wall with/without a berm. Finally we reconsider case 3) above but with a porous baffle.The method uses eigenfunction expansions in each of the rectangular regions that satisfy some of the impermeable or porous surface conditions, and a simplified free-surface condition. Their unknown coefficients are determined from the impact boundary condition, impermeable or porous boundary conditions and by matching the solutions, in any two neighbouring rectangles, along their common boundary. Although the fluid motion is treated rather crudely, the method yields the pressure impulse throughout the entire region. Impulses, I, and moment impulses, M, on all or parts of the structure are also presented.     

Prediction of impact pressure induced by breaking waves on vertical cylinders in random seas

This paper presents a method to statistically predict the magnitude of impact pressure (including extreme values) produced by deep water waves breaking on a circular cylinder representing a column of an ocean structure. Breaking waves defined here are not those whose tops are blown off by the wind but those whose breaking is associated with steepness. The probability density function of wave period associated with breaking waves is derived for a specified wave spectrum, and then converted to the probability density function of impact pressure. Impacts caused by two different breaking conditions are considered; one is the impact associated with waves breaking in close proximity to the column, the other is an impact caused by waves approaching the column after they have broken. As an example of the application of the present method, numerical computations are carried out for a wave spectrum obtained from measured data in the North Atlantic.     

Dynamic Buckling of Laminated Composite Bars Subjected to Axial Impact

The impact buckling of a laminated composite bar is investigated in case of one of its endsmoving due to axial impact compression.The governing equations considering the first-order sheardeformation effect are derived by the Hamilton principle and solved by the finite difference method.Thecritical axial shortness is determined by the B-R cirterion.The given example is used to highlight the in-fluences of initial imperfection,impact velocity,stress wave and coupled stiffness.It is found that theunsymmetrically laminated bar has a quite different dynamic buckling behaviour from that of thesymmetrically laminated bar.     

A Numerical Study on the Asymmetric Water Entry of A Wedge Section

The effect of the asymmetric water entry over a submerged part of a ship on the hydredynamic impact is investigated numerically. A wedge hotly is considered and the problem is assumed to be two-dimensional. The results of symmetric and asymmetric impacts are compared. The effect is found significant in the numerical simulation. The maximum hydrodynamic pressure at a heel angle of 10 degrees becomes about 95% more than that of the symmetric entry. The result of the present work proves the importance of asymmetrical hydrodynamic impact loading for structural design of a ship. Besides, the numerical procedure is not limited to a wedge type cross section and it is possible to apply it for any real geometry of ships and high-speed craft.     

三亚湾秋季桡足类分布与种类组成及对浮游植物现存量的摄食压力

秋季(11月底),桡足类针刺拟哲水蚤(Paracalanusaculeatus)和拟哲水蚤(Paracalanus)幼体为三亚湾优势种;强额孔雀哲水蚤(Pavocalanuscrassirostris)对浮游植物现存量的平均日摄食压力最大,各站平均为叶绿素a的(6.79±6.82)%,其次是针刺拟哲水蚤,平均为(5.97±5.67)%,亚强次真哲水蚤(Subeucalanussubcrassus)对浮游植物现存量的摄食压力较低,平均为(2.20±2.33)%,桡足类在秋季对浮游植物的日摄食压力占叶绿素a的(22.31±18.92)%。三亚湾属于生产力偏低的海区,对初级生产力的摄食压力以中型浮游动物针刺拟哲水蚤、锯缘拟哲水蚤(Paracalanusserrulus)、红纺锤水蚤(Acartiaerythraea)、微驼背隆哲水蚤(Acro calanusgracilis)和驼背隆哲水蚤(Acrocalanusgibber)为主,小型浮游动物的摄食压力也占一定的比例。     

Socio-economic quantification of fishing in a European urban area: The case of Vigo

General data would seem to indicate that aquaculture and extractive fishing are primary activities with a greater presence in developing and less industrial economies. Despite the scant importance of fishing in the EU (in terms of GDP and employment), it remains a focal point of EU activity by means of the Common Fisheries Policy (CFP). The CFP establishes measures aimed at supporting fishing, often assuming that it is localized activity in rural, less developed regions. This study looks to quantify the importance and economic and social impact of primary fisheries and aquaculture activities in a European urban region (the area of the Ria of Vigo, in Galicia, Spain) through an exercise based on an input–output approach. The exercise carried out will provide results that imply a total impact that could reach around 7% of the study region's income and employment. From these results it can be concluded that fishing as a primary activity may also be relevant in EU urban areas; therefore, fishery management and support measures within the CFP should bear this differentiated reality in mind.     

The economic impacts of marine energy developments: A case study from Scotland

Delivering the ambitious renewable energy targets set by the Scottish Government will require significant expenditures. Plans have been set out to develop 1.6 GW of marine (wave and tidal) energy capacity between 2010 and 2020 in the Pentland Firth and Orkney Waters area (off the north coast of Scotland) with construction costs estimated at £6 billion. This paper uses multi-sectoral economic models to explore the impact that these (temporary) expenditures could have on the Scottish economy. It is shown that the standard Input–Output (IO) modelling approach significantly overstates the employment and value added impacts compared to Computable General Equilibrium (CGE) methods—in which short-run scarcity of factors of production are explicitly modelled. CGE results (under myopic and forward-looking model specifications) produce smaller impacts during the timespan of expenditures but, unlike IO methods, identify non-trivial “legacy effects” after the expenditures cease.