基于波面随机性的船舶底部砰击压力计算方法研究

基于海浪波面的随机特性,研究船舶底部砰击压力的计算方法.分析纵向入水角对船底砰击压力量值的影响程度,建立二者之间的定量关系.在预报船舶砰击压力时引入随机海浪的波面条件,计及船舶运动和海浪波面倾角因素对砰击压力的影响.采用蒙特卡罗数值模拟法对砰击压力的统计规律进行研究,结果表明:计及纵向入水角的船底砰击压力计算方法.更加...     

“鹰击”-100与中国远程反舰导弹的发展

近日，有海外媒体报道，中国已经开始研制“鹰击”-100反舰导弹，并且指出它可能是在“长剑”-10巡航导弹的基础上发展的远程反舰导弹，它的出现标志着中国的反舰导弹体系更加完善，攻击能力更强。     

底部薄板附近的水流及泥沙运动特性

通过水槽实验探讨了在饱和来沙条件下底部薄板附近的水流、泥沙运动特性,包括不同薄板高度、与水流不同夹角的安装方向等情况下,单个底部薄板附近的水流结构、泥沙运动规律、底部薄板的导沙特性及其附近的冲淤现象,以及底部薄板群体的导沙特性。试验结果表明,实验使用的薄板的长度对实验结果影响很大,过短的薄板实验根本观察不到薄板前冲刷沟内的沙波运动,而该沙波运动严重影响薄板的导沙效应。底部薄板附近的水流结构具有强烈的三维特性,流场复杂,对于一定的薄板,水流夹角、沙波的运动是影响薄板的导流导沙促淤的主要因素。     

Numerical simulation on truncated oval-nosed projectile penetrating into stiffened plate北大核心CSCD

[Objectives]In this paper, the numerical simulation method is used to study the anti-penetration performance and energy absorption mode of a stiffened plate, as well as the influence of different stiffened bars on the flight attitude of the projectile body.[Methods] Finite element software LS-DYNA is used to simulate the process of a truncated oval-nosed projectile penetrating a stiffened plate, and the results of the numerical simulation are compared with an experiment to verify the reliability of the numerical simulation method. The momentum method and mass equivalence method are used to predict the residual velocity of the projectile, and the applicability of different theoretical methods within different velocity ranges is compared. The deformation energy of different regions of the stiffened plate is then extracted to analyze the influence of the initial velocity of the projectile body on the energy absorption mode of the target plate. Finally, the structure of the stiffeners is changed and the influence of the relative position of the stiffeners on the penetration attitude of the projectile body is analyzed.[Results]The results show that the mass equivalence method is more accurate than the momentum method in predicting the residual velocity of the stiffened plate when the initial velocity of the projectile body is in the range of 300–900 m/s. The ratio of the deformation energy of the stiffened plate to the energy loss of the projectile body decreases with the increase of the initial velocity of the projectile body. The effect of a T-stiffened plate on trajectory is greater than that of a rectangular-stiffened plate.[Conclusions]The related calculation method and research results have certain reference value for research and engineering application surrounding the anti-penetration of stiffened plates. © 2023 Chinese Journal of Ship Research. All rights reserved.     

隧道底部大型溶洞处治设计

结合溆浦至怀化高速公路控制性工程关虎冲隧道出现的突发问题,对采用桥梁跨越隧道底部大型溶洞的处理方案进行了说明、分析与设计。     

探地雷达在隧道岩溶探测中的应用

某在建隧道地质情况复杂,开挖过程中,隧道底部出现溶洞,地下水发育,已完成的仰拱段可能存在岩溶分布。通过探地雷达的探测,分析该隧道段的典型波形图,确定出了该段隧道底部岩溶的分布情况,并通过钻探资料验证,两者基本一致,为隧道安全施工提供了保障。     

Wave Scattering by Porous Bottom Undulation in a Two Layered Channel

The scattering of plane surface waves by bottom undulations in channel flow consisting of two layers is investigated by assuming that the bed of the channel is composed of porous material. The upper surface of the fluid is bounded by a rigid lid and the channel is unbounded in the horizontal directions. There exists only one wave mode corresponding to an internal wave. For small undulations, a simplified perturbation analysis is used to obtain first order reflection and transmission coefficients in terms of integrals involving the shape function describing the bottom. For sinusoidal bottom undulations and exponentially decaying bottom topography, the first order coefficients are computed. In the case of sinusoidal bottom the first order transmission coefficient is found to vanish identically. The numerical results are depicted graphically in a number of figures.     

气悬浮驳船船队设想

长江航道的通航深度限制了大型船舶的航运,为获得更大的经济效益,提出了一个适应长江航道特点的新型船舶概念的大胆设想。     

平陆运河与沙坪河交汇河段通航水流条件试验研究*

平陆运河沿线支流众多且支干落差大,支流突发洪水对运河通航水流条件影响较大。选取入汇角度大、支干汇流比大、河底落差大的沙坪河入汇河段为研究对象,采用1  50正态河工模型试验,对沙坪河入汇河段通航水流条件进行系统试验研究。模型试验结果表明,受支流突发较大洪水和支干河底落差较大影响,运河航道内横向流速大且流态紊乱,加之支流口上游铁路桥限制,消能措施布置长度有限,不能达到较好的消能效果。分析认为主要问题在于支流洪水汇入运河后运河横向流速较大,因此治理方案主要解决“调顺水流+消能”的问题。在交汇处布置导流堤、透空消能墩、底部斜向透空式隔流堤,在支流内采取消力池、消力槛等消能措施并进行系列方案对比试验,发现优化方案Ⅲ的通航水流满足通航要求且不会对支流内铁路桥造成影响。