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.     

聚焦波作用下立柱高阶波浪力特性研究

以方形立柱作为研究对象,对其在聚焦波作用下的波浪力特性进行研究。研究主要基于计算流体力学数值方法,对聚焦波作用下方形立柱在固定、单自由度纵荡、单自由度垂荡三种运动状态下所受波浪力进行研究。利用phase-inversion逆相位分解方法对其高阶力特性进行分析。首先对聚焦波生成方法、数值计算方法与参数设置进行简要介绍,其次展示了三种运动状态下立柱在聚焦波作用下所受波浪力,并对其进行分析,最后利用phase-inversion逆相位分解方法获得高阶波浪力成分并对其载荷特性进行分析讨论。研究发现逆相位分解方法可以有效分离波浪力高阶成分,不同运动状态下立柱所受波浪力会有显著不同。     

多波束声呐水体影像沉船自动提取方法

为解决人工浏览水体数据耗时且无法保证结果可重复性的问题,提高数据的利用率和定量分析能力,通过分析水体数据的成像机理,提出一种基于单帧水体影像自动提取沉船目标的算法,利用噪声抑制、数学形态学方法检测目标边缘,根据海底统计特性识别海底,再结合深度特性实现海底与沉船目标分离。使用实测数据验证了沉船自动提取算法,且抗噪性较强。通过水体影像提取的目标信息能够弥补水深点目标模型分辨率不足的缺点,为后续目标三维精细建模奠定基础。     

Vertical physicochemical parameter distributions and health risk assessment for trace metals in water columns in eastern Lake Tanganyika,Tanzania

The vertical distributions of trace metals and physicochemical parameters in water columns in Kigoma Bay and Kungwe Bay in eastern Lake Tanganyika, Tanzania, were studied. The Al, Ba, Ca, Co,K, Mg, Mn, Mo, Na, Sn, Sr, and V concentrations were low and varied very little with depth. The toxic heavy metal(As, Cr, Cu, Ni, Pb, and Zn) concentrations were relatively high in the surface water, and the Cu, Ni, Pb, and Zn concentrations decreased with depth. Principal component and cluster analyses indicated that the metals in the lake had three main sources. Al, Ba, Ca, Co, Cu, Cr, Mn, Sr, Sn, and V were found to be geogenic; As, Cr, Cu, Mo, Ni, Pb, Sn and Zn anthropogenic; and As, Ca, Co, Mg, and Na biogenic.Human health risk assessments were performed, and it was found that trace metals in the water at most of the sampling sites would cause no potential adverse ef fects or non-carcinogenic health risks through dermal contact or ingestion. However, trace metals in surface water in Kungwe Bay could have certain adverse ef fects on human health through the ingestion pathway(the total hazard quotient for ingestion(ΣHQi ng)was 1.75(a value >1 was de?ned as possibly indicating adverse ef fects). The Pb HQi ng for surface water in Kungwe Bay was 1.50 and contributed >80% of the ΣHQ_(ing_, implying that Pb pollution is a water quality and safety problem that needs to be carefully monitored and the potential sources identi?ed.     

预应力平板-异形柱结构抗震性能试验研究

目前关于混凝土异形柱、短肢剪力墙及节点的抗震性能研究工作已开展得较为充分,但对它们与无黏结预应力平板所组成的整体结构的抗震性能还不甚清楚,为此采用拟静力试验方法对2个六柱一板单层整体结构模型在水平低周反复荷载作用下的开裂破坏全过程,以及各项抗震性能指标进行了试验研究。模型缩尺比例为1∶2.5,2个试件的板采用了不同的预应力筋布置方式,异形柱和短肢墙采用了不同的抗震等级、截面尺寸和配筋率。结果表明:2个试件的各构件开裂时间和裂缝程度有所不同,但各构件的屈服破坏顺序是一致的,都形成了梁端塑性铰-板屈服铰线屈服机构,最终为延性破坏。滞回环具有典型的梭形特征,后期抗力与刚度下降平缓,变形和耗能能力良好,梁柱节点构造措施可靠,一字形短肢墙的早期裂缝控制应进一步研究,建议对其采用较高的抗震等级设计。     

较小剪跨比带暗柱十字形柱抗震性能试验研究

提出了带暗柱十字形柱,进行了４根较小剪跨比的十字形柱抗震性能试验,分析了轴压比对承载力,刚度,延性的影响,以及设暗柱对提高十字形柱抗震能力的作用,最后进行了理论计算,计算值与实测值符合较好。     

多维耦合振动复合压电振子的设计

运用表观弹性法,采用二次径向谐振频率计算表观弹模量,设计高度与直径可比拟,谐振频率不满足压电晶片和金属圆片最低径向谐振频率方程的多维耦合振动复合电振子。用本方法设计垂直探鱼仪的换能器和提高优质单胞藻饲料多不饱和脂肪酸含量的超声辐射仪换能器。计算结果表明,理论与值与实验值相符合。这种方法简单,方地压电晶片的径向谐振频率低于换能器揩能器谐振频率的多维耦合振动复合压电振的设计。     

铰接柱式波能转换装置的水动力分析

铰接柱式波能转换装置是一种新型的波能转换装置,本文为该装置提出了一个合理而又便于计算的水动力学模型,并采用三维源分布法对该装置进行了水动力分析,通过与该装置的模型试验结果的比较,显示出所得的计算结果是令人满意的。     

Engineering approach to interpretation of oedometer tests performed on collapsible soils

Two mathematical models were selected for describing soil collapsibility. The elastic behavior of quasi-uniform materials was utilized for modeling one-dimensional compression of ‘dry’ soil specimens. Water-saturated soil specimens were modeled as elastic materials where deformation properties ‘improve’ during stress increase. Two simple formulas are offered for the interpretation of the double oedometer tests. The validity of these formulas derived within the common stress domain was demonstrated. The analytical expressions derived from the double oedometer tests may be utilized in the interpretation of the single oedometer tests. The effectiveness of the suggested method in the interpretation of single oedometer test was illustrated using the test results published in the literature.     

碎石桩加固地基的综合检测

通过实例说明碎石桩地基加固效果检验过程中综合检测的重要性,并推荐一种快速有效的检测方法—瑞利波法。