B.H.型气泡滑行艇阻力模型试验研究

通过艇底开槽的B.H.型气泡滑行艇(简称为B.H.艇)气层减阻的模型试验,初步研究了不同因素(气流量、艇速、开槽方式等)对B.H.艇的气层减阻规律及运动姿态的影响,并对艇底流态进行了较全面的观测.结果表明:当空腔在艇底的投影面积相同时,不同开槽方式对喷气减阻效果的影响不大;航速与气流量均是影响B.H.艇气层减阻效果的重要因素,在饱和气流量下B.H.艇的相对减阻率可达50%以上,绝对减阻率可达15%以上.开槽使得不喷气时的阻力增加较大,但空腔对保持气层的稳定性是相当有利的.     

浅底远程海底混响(英文)

The method of coupled mode is introduced for investigation of bi-static distant bottom reverberation of impulsive source in shallow water, which will not contradict with principle of reciprocity in all cases. And the method of multi-pole for directional source is also introduced. It shows that in case of layered medium, intensity of bi-static bottom reverberation will decease according to the cubic power of receiving time t, and the transverse spatial correlation of bottom reverberation is a little greater than longitudinal correlation for equal separation of receivers, and both vary in form with the receiving time.     

白令海潮汐能通量和底边界能耗散

The spatial distribution of the energy flux, bottom boundary layer (BBL) energy dissipation, surface elevation amplitude and current magnitude of the major semidiurnal tidal constituents in the Bering Sea are examined in detail. These distributions are obtained from the results of a three-dimensional numerical simulation model (POM). Compared with observation data from seven stations, the root mean square errors of tidal height are 2.6 cm and 1.2 cm for M₂ and N₂ respectively, and those of phase-lag are 21.8° and 15.8° respectively. The majority of the tidal energy flux off the deep basin is along the shelf edge, although some of this flux crosses the shelf edge, especially in the southeast of the shelf break. The total M₂ energy dissipation in the Bering Sea is 30.43 GW, which is about 10 times of that of N₂ and S₂. The semidiurnal tidal energy enters mainly to the Bering Sea by Samalga Pass, Amukta Pass and Seguam Pass, accounting more than 60% of the total energy entering the Being Sea from the Pacific.     

B.H.型气泡高速艇规则波中纵向运动试验研究

在高速拖曳水池里开展了B.H.型气泡高速艇静水阻力及规则波纵向运动模型试验,研究了气流量、航速、波长、波高等因素变化对B.H.艇波浪中阻力、垂荡、纵摇、垂向运动加速度的影响。探讨了波高变化对饱和气流量的影响。研究结果表明:静水中B.H.艇相对减阻率可达36.25%,绝对减阻率可达20.79%,迎浪规则波中相对减阻率可达32.3%,与静水减阻效果基本相当,波长变化对减阻率的影响甚微。气层并未导致纵向运动性能的恶化,相反在一定航速与波长范围内,艇底气层能改善垂荡与纵摇运动;饱和气流量下,阻力、垂荡、纵摇及重心垂向运动加速度随波高呈非线性变化,航速增大非线性增强,波长增加非线性降低;波浪中饱和气流量随波高呈非线性变化。     

浅谈上海地区中小型跨河桥梁梁底高程的选取

上海地区河网密布,辖区内道路的布置与河网布局密切相关。桥梁梁底高程的选取对道路接坡影响较大,矛盾也较为突出。针对不承担航道任务的中小河道上跨河桥梁的梁底高程选取作一定的探讨,有关经验可供相关专业人员参考。     

坐底式半潜驳的开发和应用

坐底式半潜驳的开发,主要的技术难点是缺乏相应的设计规范和法规。坐底式半潜驳开发的过程,是满足施工工艺需要、解决关键技术和不断完善提高的过程。工程实践表明,开发成果的应用效果显著,技术经济和社会效益明显,同时,推动了行业的技术进步。     

波浪作用下斜坡堤前沙质海底冲淤形态的试验研究

本文研究了波浪对斜坡堤前沙质海底的冲刷作用,在部分立波的作用下,沙底呈现两种基本冲刷形态,其间又有一种过渡形态。可以通过本文定义的无量纲参数u′,确定冲刷形态。冲刷位置、深度、长度可按文中公式估算。文中不规则波的试验结果可用等效规则波,如T_(1/3)、H_(1/3)来表达。     

路线控制点距公路中线最短距离自动求解算法研究

讨论了公路选线时与平面线形设计有关的路线控制点距公路中线最短距离的计算机自动求解算法问题，提出了求解的新算法——步长压缩摆动趋近法。该算法在各种平曲线类型情况下均是可行的。     

富力桃园大桥箱梁合龙区域裂缝成因分析及加固

广州市富力桃园大桥合龙区域箱梁底板预应力张拉时,较多纵向裂缝出现在箱梁底部。通过现场勘察和计算分析,发现钢束实际产生的向下拉力远大于理论值。实际荷载作用下箱梁底板横向承载力不足及过大的拉力拉断钢束孔道侧壁,导致裂缝的产生。采用粘贴钢板法和反力梁法局部加强该区域,大桥维修加固后状况良好。     

某连续刚构桥底板崩裂后的修补方法及其有限元仿真分析

某连续刚构桥在施工过程中出现了底板崩裂情况,介绍该桥底板崩裂的原因以及修补加固的方法,并进行了底板修补的有限元仿真分析,通过结构分析及动静载试验表明加固效果良好。