Optimum design of filament-wound multilayer-sandwich submersible pressure hulls

Submersible pressure hulls with fiber-reinforced multilayer-sandwich constructions have been developed in recent years as substitutes for classical metallic ring-stiffened pressure hulls. This study aims to optimize the design of filament-wound multilayer-sandwich submersible pressure hulls, taking into consideration the shell buckling strength constraint, the angle-ply laminated facing failure strength constraint and the low-density isotropic core yielding strength constraint under hydrostatic pressure using the hybrid genetic algorithm (HGA). The thickness of the facing, the thickness of the core layer, the orientation angle of the fibers in the facings and the shear modulus of the core material are taken as design variables. A sensitivity analysis is performed to study the effects of the operational depths and the hull shell geometry parameter, the length-to-diameter ratio (L/D), on the optimal design of filament-wound multilayer-sandwich submersible pressure hulls with graphite/epoxy, glass/epoxy and boron/epoxy composite facings. The results reveal that the optimal weight of various sandwich pressure hulls increases linearly with the operational depth, but it is almost unchanged as the geometry paramter. Furthermore, Graphite/Epoxy is the best choice for the material of the facings in a light-weight design. With reference to wall design, Boron/Epoxy is the best choice for the material of the facing at shallow depths, but Graphite/Epoxy is the best choice at extreme depths. Results of this study provide a valuable reference for designers of underwater vehicles.     

Hydrodynamic forces on partly buried tandem, twin pipelines in current

This study extends the investigations of the forces on a cylinder, laid on, or partly buried in the bed with a parallel twin dummy cylinder nearby and without it, and were determined by measuring the pressure distribution on the cylinder in the case of a steady current. The pressure distribution around the cylinder was measured by using pressure transducers. The forces on the cylinder were calculated by the integration of the measured pressures on the surface of the cylinder. Force coefficients were obtained for the ranges of Re=0.8×10⁴–1.5×10⁴ for the burial depth to diameter RATIO=0:0.7. The distance between axis of the measurement and dummy cylinders to diameter ratio (x/D) was 2, 1.5 and 1. The dummy cylinder was replaced downstream and upstream of the measurement cylinder.     

强震前大气层中温压相关特征的异常显示

对中国大陆已发生的多次7级以上强震震中区气温、气压资料进行了研究，结果表明：在大震前（30天之内），气温－气压函数的平衡状态被破坏，其相关系数（代数值）不断增大，“正弓”形可作为短临异常的标志，同时对其成因也进行了初步探讨。     

规整化标定在地震遥测系统中的应用

规整化标定是模拟观测地震仪器标定的一种方法。系统介绍了规整化标定仪器的方法、参数，发现它有许多优点，是标定遥测地震仪器的一种较理想的方法。     

The identifiability of parameters in a water quality model of the Biebrza River, Poland

The identifiability of model parameters of a steady state water quality model of the Biebrza River and the resulting variation in model results was examined by applying the Monte Carlo method which combines calibration, identifiability analysis, uncertainty analysis, and sensitivity analysis. The water quality model simulates the steady state concentration profiles of chloride, phosphate, ammonium, and nitrate as a function of distance along a river. The water quality model with the best combination of parameter values simulates the observed concentrations very well. However, the range of possible modelled concentrations obtained for other more or less equally eligible combinations of parameter values is rather wide. This range in model outcomes reflects possible errors in the model parameters. Discrepancies between the range in model outcomes and the validation data set are only caused by errors in model structure, or (measurement) errors in boundary conditions or input variables. In this sense the validation procedure is a test of model capability, where the effects of calibration errors are filtered out. It is concluded that, despite some slight deviations between model outcome and observations, the model is successful in simulating the spatial pattern of nutrient concentrations in the Biebrza River.     

Turbulent Pressure Statistics in the Atmospheric Boundary Layer from Large-Eddy Simulation

We use large-eddy simulation (LES) to study the turbulent pressure field in atmospheric boundary layers with free convection, forced convection, and stable stratification. We use the Poisson equation for pressure to represent the pressure field as the sum of mean-shear, turbulence–turbulence, subfilter-scale, Coriolis, and buoyancy contributions. We isolate these contributions and study them separately. We find that in the energy-containing range in the free-convection case the turbulence–turbulence pressure dominates over the entire boundary layer. That part dominates also up to midlayer in the forced-convection case; above that the mean-shear pressure dominates. In the stable case the mean-shear pressure dominates over the entire boundary layer.We find evidence of an inertial subrange in the pressure spectrum in the free and forced-convection cases; it is dominated by the turbulence–turbulence pressure and has a three-dimensional spectral constant of about 4.0. This agrees well with quasi-Gaussian predictions but is a factor of 2 less than recent results from direct numerical simulations at moderate Reynolds numbers. Measurements of the inertial subrange pressure spectral constant at high Reynolds numbers, which might now be possible, would be most useful.     

暗挖隧道注浆-降压联合地下水控制技术

动水条件下承压水的注浆止水及加固问题,是暗挖隧道地下水控制的重要难题,在浆液配比、注浆参数等方面的设计施工经验较少。以某地铁区间联络通道的地下水控制工程为背景,结合该通道地质条件复杂、承压水头高、突涌水量大等施工现状,基于注浆-降压联合的地下水控制思路,探索了高承压水头条件下的WSS双液注浆止水施工技术,并通过现场探测和地面沉降监测研究其止水加固效果。结果表明,采用注浆-降压联合的地下水控制及加固方案,在显著承压性的地下水含水层注浆止水加固中取得了良好的效果,既能够保证地下通道的注浆过程顺利进行,又能确保地下水治理效果,并遏制围岩的变形发展,各部位变形均满足控制指标。     

低阻区利用地回路标定航空TEM系统的理论研究

本文针对吊舱式航空TEM系统,建立了基于地回路的系统参数标定模型,并分别计算了自由空间模型响应(TLR)、均匀大地模型响应(TER)、地回路与大地耦合模型响应(TELR和TLER).由于TER响应表现为幅度沿测线不变,据此提出通过增加拟合参数的方法实现系统标定,消除了TER响应对标定的影响.TELR和TLER早期响应具有过零特点,据此通过合理选择过零点附近的早期道,可以显著降低TELR和TLER响应对标定的影响.本文在理论上证实了在低阻区利用地回路实现航空TEM系统标定的可行性和准确性.     

同心补偿式直升机时间域航空电磁法吊舱校准装置研究

直升机时间域航空电磁法(Helicopter-borne time-domain electromagnetic method,HTEM)的多次空中仪器校准可消除飞行过程中仪器系统受外界环境的时变影响.吊舱校准装置可解决地面环线方式无法实现的空中飞行过程中仪器校准问题.本文从研究同心补偿吊舱装置模型出发,提出了吊舱装置空间模型和线圈电路模型,分析了发射磁场的空间分布、补偿环作用及其与接收线圈的关系、校准装置的空间信息和信号的检测方法,得到结论如下:(1)以损失发射面积0.89%的补偿环可提高信号44.5 dB的动态范围;(2)校准装置水平安置在补偿环与发射线圈之间,其匝数越多、半径越大、离补偿环越近,信号响应越强;(3)校准线圈电感越大、电阻越小,其e指数衰减越慢;信号检测起点由含匹配电阻接收线圈的阻尼特性决定.通过校准线圈的曲线特性和装置位移实验,得出反映装置特性的时间常数实测误差小于1.3%,验证了线圈电路模型和装置空间模型.本文提出的模型和方法同样适用于偏心补偿式HTEM系统校准的研究和高阻地层上已知环线的静态检测.     

盐用做高温高压实验传压介质一种新方法

固体传压高温高压岩石三轴实验中，固体传压介质是影响实验结果的重要因素，ＮａＣｌ介质以它流动性好，围压均匀等特点，八十年代以来越来越受到人们青睐。本文用ＮａＣｌ介质在〈３ＧＰａ固体传压三轴流变仪〉上进行了高温高压岩石流变特性的实验研究，并达到了较高的压力（〉２ＧＰａ）和温度（〉１２００℃）；本文同时利用ＮａＣｌ介质对样品装样方式及温度、压力等相关测定方面进行了研究。