Time domain three-dimensional fully nonlinear computations of steady body–wave interaction problem

Three-dimensional fully nonlinear waves generated by moving disturbances with steady forward speed without motions are solved using a mixed Eulerian–Lagrangian method in terms of an indirect boundary integral method and a Runge–Kutta time marching approach which integrates the fully nonlinear free surface boundary conditions with respect to time.A moving computational window is used in the computations by truncating the fluid domain (the free surface) into a computational domain. The computational window maintains the computational domain and tracks the free surface profile by a node-shifting scheme applied within it. An implicit implement of far field condition is enforced automatically at the truncation boundary of the computational window.Numerical computations are applied to free surface waves generated by Wigley and Series 60 hulls for the steady problem. The present numerical results are presented and compared with existing linear theory, experimental measurements, and other numerical nonlinear computations. The comparisons show satisfactory agreements for these hydrodynamic problems.     

圆形重力式网箱阻力性能研究

采用网箱模型试验 ,对周长 5 0 m,深 8m的 HDPE双管圆形重力式网箱 ,在不同配重、网片规格和流速条件下的阻力性能进行研究。结果表明 ,在 2 .5 kn的相对流速范围内 ,网箱的整体阻力在 75 0 0 kg以内 ;在网箱整体阻力中 ,框架及重锤阻力所占比重较小 ,而网箱箱体阻力占近90 %。不同重锤配重的网箱 ,其整体阻力与流速均呈幂函数关系 F=a Vb,网箱重锤配重增加 ,网箱阻力也随之增大 ,而重锤配重变化对网箱阻力的影响程度又随流速的增加而减小     

Experimental determination of HONO mass accommodation coefficients using two different techniques

The mass accommodation coefficient _HONO of gaseous nitrous acid on water surfaces has been determined in a cooperation between the Universities of Strasbourg and Bonn. The droplet train technique (Strasbourg) yielded 0.04<_HONO<0.09 for an estimated surface temperature of 245 K, while the liquid jet technique (Bonn) yielded 0.03<_HONO<0.15 for a surface temperature of 297 K. The uncertainty ranges allow for experimental scatter and estimated uncertainties in diffusion coefficients. The same HONO source and analytical equipment were used for both experiments, which were run in parallel. The results indicate that the exchange rate of HONO between atmospheric water droplets and interstitial air is not inhibited by interfacial resistance.     

Experimental Research of Resistance on Deep Sea Buoys and Mooring Systems

- In this paper a series of model experiments of resistance on buoys and mooring system components are described. The experiments include: experiments of hydrodynamic resistance on buoys and mooring system components, and experiment of air resistance on buoys in wind tunnel. The results are compared with the Beto's results (1980) and some analyses are conducted. The experimental results provide a reliable basis and some parameters for the design of deep sea mooring systems.     

双功能潜水器结构设计分析探讨

双功能潜水器是目前国际上比较新型的可用于深海水下观察和作业的装备。既可有缆载人／无人，又可无缆载人。该潜水器最大工作深度450m，其结构材料和结构形式与以往类似的装备不同。文章对双功能潜水器耐压壳结构和载体框架设计中的一些问题进行了探讨，提出的设计思想和计算方法，这对获得一个具有最轻结构重量的实用的双功能潜水器结构具有指导意义。     

音频大地电磁测深在西藏某斑岩铜矿深部找矿中的应用

文章阐述了在西藏尼木县某斑岩铜矿区开展的音频大地电磁测深工作,并取得了较好的勘查效果。经由钻孔验证,在4 800~5 300m段见铜、钼矿化二长花岗斑岩,品位w(Cu)=0.05%~1.4%、w(Mo)=0.1%~0.27%。利用音频大地电磁测深勘探深度大、不受高阻层屏蔽、对低阻体敏感等优点,结合高精度磁测、激电资料,有效指导该区隐伏矿体的勘查工作。实践证明,音频大地电磁测深在斑岩铜矿深部找矿中行之有效,值得借鉴。     

盾构地铁隧道区间在地震作用下的三维动力时程响应分析

地铁已成为城市地下空间结构和轨道交通网络的重要组成部分。为预估和降低地震灾害的影响,以西安盾构地铁区间隧道为例,建立了地铁隧道区间三维计算模型,进行三维抗震时程响应分析。采用粘弹性局部人工边界模拟地基结构的半无限性,利用不同超越概率水平下的地震动参数作为参考,考虑相位随机性影响,拟合地震动时程样本,建立了地基与结构相互作用的三维有限元模型。计算结果表明,地震发生时,顶部、底面、侧面、以及联络通道处虽产生变形影响,但均在规范规定范围内;位移时程曲线、位移分布云图、拉压应力云图清楚显示区间结构在地震持续时的抗震情况,数据表明结构最不利位置在联络通道处,而内力和变形均满足规范安全要求。     

龙门山大地电磁深部结构及汶川地震(MS 8.0)

2008年5月12日汶川发生的MS 8.0地震使四川、甘肃和陕西等省遭受重大人员伤亡及财产损失,本文通过震前完成的穿过龙门山构造带中段的松潘中江大地电磁测深剖面的反演解释,揭示了龙门山构造带及其两侧松潘甘孜褶皱带、川西前陆盆地地壳内部30 km深处电性结构。龙门山构造带东侧四川盆地为上部较厚低阻沉积盖层之下存在连续稳定高阻的扬子基底特征,而以西的松潘甘孜褶皱带分上部和下部两部分,上部为高阻古生界夹低阻中新生界,下部（中下地壳）呈连续低阻层,推测可能存在一个连续稳定的壳内高导层。而龙门山恰好是青藏高原与扬子地台联合作用的结果,形成了上部高阻及下部基底高阻,中间夹西倾低阻带,低阻带最厚10 km,其深度从地表10 km连续向西延伸至20 km深处,与松潘甘孜褶皱带15～20 km的低阻层相连。这个异常低阻带可能是松潘甘孜地块向东向上移动的传输带,北川映秀断层逆冲分量显然大于右行走滑分量,因此汶川地震属于右行平移-逆冲断裂型地震。     

Analysis of spatial variability of SPT penetration resistance in collapsible soils considering water table depth

Geostatistical kriging approach was used for mapping of water table depth and for checking its influence on penetration resistance observed in standard penetration test (SPT). Geostatistical mapping was based on a compartmentalisation of 204 SPT records in two main groups using monthly and yearly rainfall marks as a segregation criterion. Six maps produced at 1:10,000 scale were achieved as follows: water table depth variation and penetration resistance variation at the depths of 1.5, 6.0, 8.5, 11.0, 13.5 m. Greater variations of the penetration resistance, in terms of increase and reduction of resistance, were observed at the depths of 6.0 and 8.5 m.     

Experimental Study of Bearing Capacity of Granular Soils,Reinforced with Innovative Grid-Anchor System

The pull-out resistance of reinforcing elements is one of the most significant factors in increasing the bearing capacity of geosynthetic reinforced soils. In this research a new reinforcing element that includes elements (anchors) attached to ordinary geogrid for increasing the pull-out resistance of reinforcements is introduced. Reinforcement therefore consists of geogrid and anchors with cubic elements that attached to the geogrid, named (by the authors) Grid-Anchor. A total of 45 load tests were performed to investigate the bearing capacity of square footing on sand reinforced with this system. The effect of depth of the first reinforcement layer, the vertical spacing, the number and width of reinforcement layers, the distance that anchors are effective, effect of relative density, low strain stiffness and stiffness after local shear were investigated. Laboratory tests showed that when a single layer of reinforcement is used there is an optimum reinforcement embedment depth for which the bearing capacity is the greatest. There also appeared to be an optimum vertical spacing of reinforcing layers for multi-layer reinforced sand. The bearing capacity was also found to increase with increasing number of reinforcement layer, if the reinforcement were placed within a range of effective depth. The effect of soil density also is investigated. Finally the results were compared with the bearing capacity of footings on non-reinforced sand and sand reinforced with ordinary geogrid and the advantages of the Grid-Anchor were highlighted. Test results indicated that the use of Grid-Anchor to reinforce the sand increased the ultimate bearing capacity of shallow square footing by a factor of 3.0 and 1.8 times compared to that for un-reinforced soil and soil reinforced with ordinary geogrid, respectively.