基于MDA法计算水雾粒子红外隐身粒径

水雾隐身技术是一种较为理想且经济适用的目标特征信号控制技术。本文从辐射传输方程出发,考虑水雾粒子的本身辐射和散射,提出以红外表观透射率评价水雾粒子的红外隐身性能。应用Modified Differential Approximation(MDA)法结合MIE理论,计算了水雾粒子红外表观透射率随水雾粒子浓度和粒径的变化关系,得到水雾粒子最佳红外隐身粒径。结果表明:水雾粒子的红外表观透射率随粒子浓度的增加而减小,但当粒子的浓度增加到一定值时,红外表观透射率基本保持不变;水雾粒子的红外表观透射率随粒径的增加先减小后增大,当探测波段为3～5μm时,水雾粒子的最佳红外隐身粒径为6μm;而探测波段为8～12μm时,水雾粒子的最佳红外隐身粒径为12μm。     

水基切伦科夫μ子探测器的研究

利用高速带电粒子在透明介质中产生切伦科夫辐射的特性,以蒸馏水作为辐射介质,搭建了一个小尺寸(π×22.52cm2×45 cm)的切伦科夫探测器,对能量在GeV量级的μ子进行了相应的测量,考虑其他能量损耗、光传输和收集效率、阴极量子效率后,实验结果与理论估计值有比较高的相符度,可以初步断定仪器具备探测GeV量级μ子的能力.     

硫酸盐还原菌分泌胞外多聚物吸附Cu2+的特性

为探讨硫酸盐还原菌胞外多聚物(EPS)吸附Cu2+的特性,采用热力学平衡实验研究了EPS对Cu2+的吸附行为,并通过红外光谱(FTIR)和带能谱仪的扫描电镜(SEM-EDS)分析EPS吸附Cu2+前后官能团以及元素组成的变化来研究EPS吸附Cu2+的机理.结果表明,硫酸盐还原菌EPS对Cu2+的吸附平衡能较好地用Fre...     

城乡一体化的供排水系统规划初探

从城乡一体化角度,阐述城乡供排水系统统筹建设、协调发展的规划原则和措施对策.主要包括是否与城市联网供水、集中供水和分散供水模式的选择、不同地区排水系统的确定、水源保护以及适合农村地区的污水处理方式等几个方面,并提出实施的具体对策,以期逐步实现城乡一体化的区域协调供排水系统建设.     

Numerical investigation of impinging gas jets onto deformable liquid layers

Impinging jets over liquid surfaces are a common practice in the metallurgy and chemical industries. This paper presents a numerical study of the fluid dynamics involved in this kind of processes. URANS simulations are performed using the volume of fluid (VOF) method to deal with the multiphase physics. This unsteady approach with the appropriate computational domain allows resolution of the big eddies responsible for the low frequency phenomena. The solver we used is based on the finite volume method and turbulence is modelled with the realisable k-? model. Two different configurations belonging to the dimpling and splashing modes are under consideration. The results are compared with PIV and LeDaR experimental data previously obtained by the authors. Attention is focused on the surroundings of the impingement, where the interaction between jet and liquid film is much stronger. Finally, frequency analysis is carried out to study the flapping motion of the jet and cavity oscillations.     

A Singular Limit Problem for Conservation Laws Related to the Camassa–Holm Shallow Water Equation

We consider a shallow water equation of the Camassa–Holm type, which contains nonlinear dispersive effects as well as fourth order dissipative effects. We prove that as the diffusion and dispersion parameters tend to zero, with a condition on the relative balance between these two parameters, smooth solutions of the shallow water equation converge to discontinuous weak solutions of a scalar conservation law. The proof relies on deriving suitable a priori estimates together with an application of the compensated compactness method in the L ^p setting.     

A Finite Volume Implicit Euler Scheme for the Linearized Shallow Water Equations: Stability and Convergence

The linearized shallow water equations are discretized in space by a finite volume method and in time by an implicit Euler scheme. Stability and convergence of the scheme are proved.     

Mass distribution and skewness for passive scalar transport in pipes with polygonal and smooth cross sections

We extend our previous results characterizing the loading properties of a diffusing passive scalar advected by a laminar shear flow in ducts and channels to more general cross‐sectional shapes, including regular polygons and smoothed corner ducts originating from deformations of ellipses. For the case of the triangle and localized, cross‐wise uniform initial distributions, short‐time skewness is calculated exactly to be positive, while long‐time asymptotics shows it to be negative. Monte Carlo simulations confirm these predictions, and document the timescale for sign change. The equilateral triangle appears to be the only regular polygon with this property—all others possess positive skewness at all times. Alternatively, closed‐form flow solutions can be constructed for smooth deformations of ellipses, and illustrate how both nonzero short‐time skewness and the possibility of multiple sign switching in time is unrelated to domain corners. Exact conditions relating the median and the skewness to the mean are developed which guarantee when the sign for the skewness implies front (more mass to the right of the mean) or back (more mass to the left of the mean) “loading” properties of the evolving tracer distribution along the pipe. Short‐ and long‐time asymptotics confirm this condition, and Monte Carlo simulations verify this at all times. The simulations are also used to examine the role of corners and boundaries on the distribution for short‐time evolution of point source , as opposed to cross‐wise uniform, initial data.