Experimental study of the breaking limit of multi-directional random waves passing over an impermeable submerged breakwater

This study investigates experimentally the breaking wave height of multi-directional random waves passing over an impermeable submerged breakwater. Experiments have been conducted in a three-dimensional wave basin equipped with a multi-directional random wave generator. A special type of wave gauge has been newly devised to record the water surface elevations in the breaker zone as accurately as possible. The records are analyzed to estimate the location and limit of wave breaking. Comparisons have also been made with the results of regular waves. The influence of the incident wave conditions on the breaking wave height normalized by the breakwater dimensions has been investigated. Empirical formulae have been presented to estimate the breaking limit of multi-directional random waves based on the experimental records. The formulae have been tested and found to work well not only for multi-directional random waves, but for regular waves as well.     

新疆小热泉子铜矿物探异常特征及找矿效果

通过在小热泉子矿床开展高精度重力、激发极化面积性测量和高密度相位激电测深,对其物探异常特征进行分析解释,推断异常性质.经钻探工程验证,发现矿体与中高剩余重力、高极化率、中低电阻和高(负值)视相位异常对应较好.     

环境规制对海洋经济绿色全要素生产率的影响

文章基于2006—2018年中国11个沿海省(自治区、直辖市)的数据,综合政府主导与市场激励型环境规制,利用熵权法得到海洋环境规制强度;结合SBM模型和Malmquist-Luenberger指数,测度了沿海省(自治区、直辖市)海洋经济绿色全要素生产率;在此基础上实证分析环境规制对海洋经济绿色全要素生产率的影响,并对技术创新的中介效应进行检验。结果表明：环境规制能够促进海洋经济绿色全要素生产率的增长,但在长江流域以南、长江流域以北沿海地区之间存在异质性;环境规制通过影响海洋科技创新投入和产出,可以影响海洋经济绿色全要素生产率。并从深化环境规制改革和强化技术创新两方面提出促进海洋经济绿色发展的政策建议。     

不同养殖方式对皱纹盘鲍养殖效果及养殖水质的影响

在天津地区对2.2 cm左右规格的皱纹盘鲍(Haliotis discus hannai)进行试养殖,比较了两种养殖模式(笼养与砖养)、两种养殖密度下鲍的存活与生长情况,以及不同换水频率和不同饲料形状对鲍的生理状态和养殖水质的影响。结果表明:试养殖1个月后,笼养下的鲍存活率(74.4%)低于砖养(84.0%),且低密度养殖下鲍的存活率更高;随着换水频率的增加,鲍的摄食量逐渐增加,养殖水体中氨氮、亚硝酸氮、硝酸氮、化学需氧量的含量均呈减少的趋势;投喂不同形状饲料的组别间养殖水体氨氮、亚硝酸氮含量差异显著。因此,砖养模式更适合于作为天津地区鲍养殖的模式,并且降低密度、提高换水频率有助于改善水质,改良鲍的摄食、存活状况。     

Regression Formulations for the Stress at Hot Spot of Multiplanar Tubular DT Joints

- Stress concentration analysis of multiplanar tubular DT joints plays an important role in the fatigue design of offshore platforms. A semi-analytic method for stress analysis under the condition of any loads is briefly introduced in the paper. Nineteen multiplanar tubular DT joints with one of two braces of the same dimension subjected to axial loads and out- of- plane bending moments are computed for parametric stress analysis by using the present method. The influence of geometrical parameters on the stresses of multiplanar tubular DT joints is discussed and compared with corresponding uniplanar T joints. The regression formulae for the stress at hot spot of multiplanar DT joints are found by modification of SCF of corresponding uniplanar T joints. The parametric formulae for the maximum stress by superposition. Finally, the influences of stiffening effect and load-interaction effect on the maximum stress of DT joints are discussed.     

Wave runup on a concentric twin perforated circular cylinder

The regular wave interaction with a twin concentric porous circular cylinder system consisting of an inner impermeable cylinder and an outer perforated cylinder was studied through physical model and numerical model studies. The experiments were carried out on the twin concentric cylinder model in a wave flume to study the wave runup and rundown at the leading and trailing edges of the perforated cylinder. It was found that the maximum wave runup on the perforated cylinder is almost same as the incident wave height. The experimental results were used to develop the predictive formulae for the wave runup and rundown on the perforated cylinder, which can be easily used for design applications. The wave runup profiles around the perforated cylinder for different values of ka and porosities were studied numerically using Green's Identity Method. The results of the numerical study are presented and compared with the experimental measurements.     

大直径钢管桩土塞效应的判断和沉桩过程分析

港口工程和海洋工程中出现了越来越多的大直径超长钢管桩。由于这种桩直径较大,土塞的形成对桩的可打入性和承载力有较大的影响。鉴于此,根据大直径和超大直径钢管桩土塞性状的特殊性,考虑了桩直径对侧壁摩阻力、端阻力的影响,引入了尺寸效应系数,重新建立了土塞微分体的静力平衡方程,提出了采用改进的静力平衡法进行土塞效应判断,同时采用波动方程法近似模拟土塞与桩管内壁的相互作用,建立了简化的土塞与桩壁相互作用模型,并用该方法进行实际工程的打桩分析,分析结果表明该方法对土塞效应的判断、打桩过程的预测等与工程实测数据吻合较好。     

海底地形测量波束角效应改进模型

在海洋测深过程中,回声测深仪波束角效应使记录的测深图像失真。现有波束角效应模型应用分段解析几何的方法将其划分为三个作用过程：测深值平移效应、双曲线增伪效应、深度丢失效应。在此基础上,应用微分几何的原理对波束角效应的空间结构及其数学原理描述进行理论分析,提出了波束角效应的改进模型及其改正算法。改进模型的优越之处在于提出决定波束角效应发生作用的是海底地形的线性特征而不是形状特征,由此提高了改正算法的自动化程度。     

On the form factor scale effect

Four geosim families, with fully available resistance test results, have been re-analyzed to check the possible scale effect on the form factor. The form factor determined by Prohaska's method, with exponent n=4 and ITTC'57 correlation line, increases with the model size in all four cases analyzed. Because of its high correlation coefficient, a linear variation of the form factor with the scale is assumed. It is possible to have a first estimation of the ship's form factor extrapolating for λ=1 in the regression line. Form factor Reynolds number dependency will always be associated with a friction line. Using the ITTC'57 correlation line, the following equation K_S−K_M=1.91·(λ−1)·10⁻³ can be used to estimate the scale effect on the form factor. Calculations carried out, for axisymetric bodies, with some CFD codes are in good agreement with the experimental findings.     

基于雷电临近预警技术的主动防雷应用

为了使雷电临近预警技术在雷电灾害防御业务中更好地发挥作用,针对电子系统的雷电灾害特点,在传统被动防雷技术基础上,提出基于雷电临近预警的主动防雷技术,应用雷电临近预警和远程控制等技术,开发以B/S结构为架构的雷电临近预警应用系统。对2013年8月—2014年8月福建省泉州市4个无线电监测站的主动防雷应用效果进行两种方法的预警效果检验。检验结果表明:主动防雷技术是对被动防雷技术的一个较好的完善和补充。采用闪电数量对比分析,4个监测站的有效预警率为69%,采用预报评分方法对比分析,4个监测站的平均准确率为53%,对雷电活动发生较为集中的区域预警效果较好,对雷电活动发生较为零散的区域预警效果有所降低。