舰船水压场畸变的数值模拟

用有限基本解法对舰船下方附加翼板后的水压场进行了数值模拟。分光体船、附加单翼板和附加双翼板三种情况,在不同的水深下分别进行计算,获得了相应的纵向通过特性曲线,并与实验结果进行了比较。在不同的翼板位置、攻角和离船底距离下对水压场进行计算,以优化得到最佳水压场畸变效果。     

论智能控制（IC）在水面兵器中的应用

对智能控制的应用情况、控制特点、基本型式及其在应用中有待解决的若干问题进行了论述。     

发动机冷却水三维流动的实验研究

本文介绍了作者用实验方法研究发动机冷却水三维流动的若干成果,内容包括发动机冷却水腔模型的水流动实验台构成,流动显影、流速测量方法的应用与效果.该项实验结果为三维流场数值模拟方法的研究提供了重要依据,该顶成果为今后该领域的实验研究尊定了基础.     

侧壁式气垫船水压场数值计算

建立了侧壁式气垫船水压场计算的物理和数学模型,并提出了相应的求解方法．在侧壁高度与水深之比较小时,进行了数值求解,并将计算结果与实验作了比较,两者符合较好．     

细长船对中深水底引起的动水压力系数计算

文献对水压场的基本方程进行分析,得出了水压场的“浅水理论”。本文用它对中深水细长船水压场某些方面进行分析,即用它对中深水细长船水压场进行计算(船的正下方除外)和对不同水底深度的动水压力系数进行换算。两者所得结果在亚临界流动范围内均较为满意。     

水域无人系统平台自主航行及协同控制研究进展

水域无人系统平台是指可通过远程遥控、无人驾驶、自主航行等方式达成任务的一类平台,涵盖无人船艇及其所配备的无人机、自主水下机器人等.自主航行及协同控制理论技术水平是水域无人系统平台的核心所在,已成为船舶与海洋工程及水上交通等领域的热点研究方向.为掌握水域无人系统平台的自主航行及协同控制方面的发展动态和趋势,综述了水域无人...     

香港地区2013—2016年地基GPS大气可降水量与实际降雨量的比较

本文在利用ECMWF的数据对由GPS观测资料计算的大气可降水量（Precipitable Water Vapor, PWV）进行精度评定的基础上,基于谐波分析的方法对香港地区不同方位5个测站2013~2016年连续4年的PWV(GPS)和实际降雨量进行比较。结果表明：地基PWV(GPS)相对于PWV(ECMWF)月均值的均方根在1.02 mm-3.07 mm之间,偏差在-2.14 mm-2.52 mm之间。地基PWV(GPS)和实际降雨量都呈现明显的周期性,两者每年峰值出现的时间有非常一致的对应关系。PWV的峰值出现在7月,振幅在14.65 mm与16.79 mm之间;实际降雨量峰值同样出现在7月,振幅在147.64 mm与211.01 mm之间。5个测站PWV年增长率为正,表明近4年香港地区PWV呈现出增长的趋势;而实际降雨量年增长率除HKOH测站为正外,其余站点均为负,总体呈现出逐年减少的趋势。     

Effect of change of sand properties on travel distance of ricocheted debris

The debris from exploded buildings can ricochet after colliding with the ground, thus increasing the debris travel distance and danger from any associated impacts or collisions. To reduce this danger, the travel distance of ricocheted debris must be accurately predicted. This study analyzed the change in the travel distance of ricocheted concrete debris relative to changes in the properties of a sand medium. Direct shear tests were conducted to measure the change in internal friction angle as a function of temperature and water content of the sand. Finite element analysis (FEA) was then applied to these variables to predict the speed and angle of the debris after ricochet. The FEA results were compared with results of low-speed ricochet experiments, which employed variable temperature and water content. The travel distance of the debris was calculated using MATLAB, via trajectory equations considering the drag coefficient. As the internal friction angle decreased, the shear stress decreased, leading to deeper penetration of the debris into the sand. As the loss of kinetic energy increased, the velocity and travel distance of the ricocheted debris decreased. Changes in the ricochet velocity and travel distance of the debris, according to changes in the internal friction angle, indicated that the debris was affected by the environment.     

Mitigation effects on the reflected overpressure of blast shock with water surrounding an explosive in a confined space

The mitigation of blast shock with water has broad application prospects. Understanding the mitigation effects on the reflected overpressure of the explosion shock with water surrounding an explosive in a confined space is of great significance for military explosives safety applications. To estimate the effects of the parameters on the reflected overpressure of blasted shock wave, a series of experiments were carried out in confined containers with spherical explosives immersed in a certain thickness of water, and numerical simulations were conducted to explore the corresponding mechanisms. The results reveal that the reflected overpressure is abnormally aggravated at a small scaled distance. This aggravation is due to the high impulse of the bulk accelerated water shell converted from the explosion. With increasing scaled distance, the energy will be gradually dissipated. The mitigation effects will appear with the dispersed water phase front impacting at a larger scaled distance, except in the case of a dense water phase state. A critical scaled distance range of 0.7—0.8 m/kg1/3 for effective mitigation was found. It is suggested that the scaled distance of space walls should be larger than the critical value for a certain water-to-explosive weight ratio range (5—20).     

高功率水介质开关加载脉冲电压波头的数值分析

文中对02号实验装置——高功率脉冲水介质开关上加载的脉冲电压的波头作了数值分析,理论上讨论了各参数对水开关工作性能的影响,得出了C_M/C对水击穿特性影响很大的重要结论,从而给高功率亚微秒水开关的设计提供了理论依据。本装置的大量实验数据验证了计算的正确性。