西太平洋热带海域的水汽和云的变化特性

本文依据1987年9—11月西太平洋热带海域海洋大气综合考察中双波长微波辐射计观测系统和红外窗区辐射计所得到的观测资料,分析研究了考察海域的水汽和云的变化特性,得到了一些有意义的结果。双波长微波辐射计观测系统可以获得水汽场的动态变化和云中液态水的演变;西太平洋海域的个例显示出辐合区的垂直气柱水汽含量比非辐合区的明显大的特征;用红外亮度温度可以近似估计晴空大气垂直气柱水汽含量。     

连县小带铅锌铁锰矿床特征与喷流沉积机制浅析

连县小带是粤北近几年发现的又一喷流沉积铅锌矿床。简要介绍其成矿环境、地质特征,讨论喷流(喷气)沉积(成矿)作用及成矿分带的主要地球化学机制,如因脉动喷流(喷气)造成盆地内地球化学性质的周期变化,引起矿石组构的周期变化等。     

重力流的运动特点和类型

作者以鄂尔多斯地区奥陶系丰富的重力流沉积为例,借助非牛顿流体力学的基本原理,对重力流运动的特点和类型作了进一步的探讨,重力流运动的特点是:具层移(流)运动、有旋性、挤压性、涡旋性、惯性、颗粒上浮性、颗粒下沉、颗粒碰撞、剪切作用和下切作用。重力流可分为:滑动流、混合流、碎石(屑)流、颗粒流、液化流和浊流。     

On the existence of transverse relativistic aberrations in moving mirror

Relativistic aberration and Doppler effects on rotating mirrors have been claimed (Ragazzoni & Claudi, 1995) and later refuted (Hickson, Bhatia & Iovino, 1995). While an experimental confirmation of the absence of the Doppler effect has been carried out in 1974, a measurement of the absence of the aberration effect is missing. It is shown that analyzing published data on the LAGEOS pulse-return signature an experimental confirmation of the absence of the effect is obtained.     

X射线衍射-红外光谱-扫描电镜表征超声辅助合成GdPO_4:Ce,Tb纳米材料形貌及光学性质

超声辅助方法是制备纳米材料的有效手段,可提高纳米材料的磁学、光学等特殊性能。本文在不同p H条件下超声辅助合成GdPO_4:Ce,Tb三元体系荧光粉,采用X射线粉末衍射、傅里叶变换红外光谱、扫描电镜、透射电子显微镜及光致发光荧光光谱分析方法对样品进行了表征。结果表明:①样品仅在p H=1时,才能生成规则的15 nm×104nm六方晶系纳米棒状正磷酸盐绿色荧光粉,晶体优先选择(102)及(200)晶面生长;p H1无法得到样品;p H1为颗粒状的正磷酸盐绿色荧光粉。②进一步验证了Gd、Ce、Tb三元体系中Ce~(3+)离子能量较高的5d组态将能量传递给Gd~(3+)离子,而Gd~(3+)离子的跃迁发射与Tb~(3+)离子的吸收峰有较大的光谱重叠,故传递途径是Ce~(3+)→Gd~(3+)→Tb~(3+);少量Ce~(3+)的引入可提高以GdPO_4基质发光材料的发光强度。此结果可为开发稀土材料提供理论依据。     

Gravitational Sedimentation Behavior of Sensitive Marine Ariake Clays

It has been well documented that natural marine Ariake clays are sensitive clays. In this study, extensive data of marine Ariake clays are obtained to investigate the gravitational compression behavior for sensitive clays. Analysis results indicate that the compression behavior of remolded Ariake clays is not different from that of other remolded/reconstituted soils. But natural Ariake clays do not follow the gravitational compression pattern reported by Skempton (1970) for natural sedimentary soils. At a given value of effective overburden pressure, the void ratios of natural Ariake clays are almost independent of liquid limits. Most natural Ariake clays lie above the sedimentation compression line proposed by Burland (1990). When the liquid limit is larger than 90% and the ratio of natural water content over liquid limit ranges 0.8-1.1, the natural Ariake clays lie around the sedimentation compression line. In addition, the natural Ariake clay with higher value of the ratio of natural water content over liquid limit lies above the natural Ariake clay with lower value of the ratio of natural water content over liquid limit. Salt removal is the most probable cause for such a phenomenon.     

Torsionally Coupled Response Control of Offshore Platform Structures Using Circular Tuned Liquid Column Dampers

In this paper, the control performance is investigated of Circular Tuned Liquid Column Dampers (CTLCD) over torsional response of offshore platform structures excited by ground motions. Based on the equation of motion for the CTLCD-structure system, the optimal control parameters of CTLCD are given through some derivations on the supposition that the ground motion is a stochastic process. The influence of systematic parameters on the equivalent damping ratio of the structures is analyzed with purely torsional vibration and translational-torsional coupled vibration, respectively, The results show that the Circular Tuned Liquid Column Damper (CTLCD) is an effective torsional response control device.     

Strength Sensitivity of Marine Ariake Clays

Natural Ariake clays are characterized by high sensitivity. In this study, the mechanism and the factors controlling undrained shear strengths of both undisturbed and remolded Ariake clays are discussed. A series of unconfined compressive tests were performed on undisturbed samples of natural Ariake clays. The remolded undrained shear strength is predicted using a quantitative expression derived from extensive data of remolded undrained shear strength for a number of soils compiled from resources in the literature. The sensitivity of natural Ariake clays derived from the ratio of half of unconfined compressive strength for undisturbed samples to remolded undrained shear strength is found to be affected by both natural water content and normalized water content that is defined as the ratio of natural water content to liquid limit. The smaller the natural water content, the higher the sensitivity is at the same normalized water content. At the same natural water content, the larger the normalized water content, the higher the sensitivity is.     

粘性流体在光滑横管外壁形成液膜的机理研究

采用低雷诺数小流量模型 ,对轴向有外加恒定速度气体流动的粘性流体在水平管外形成的液膜的流速及膜厚分布进行分析和计算。计算中针对本文所研究对象的情况 ,对柱坐标系下的液膜和气膜连续方程和 Navier- Stokes方程均进行无量纲处理 ,忽略高阶小量 ,从而抓住影响问题的主要方面 ,进行计算得到了附壁膜流速表达式和膜厚的数值解。     

Suppression of Wave-Excited Vibration of Offshore Platform by Use of Tuned Liquid Dampers

This paper describes experimenlal and theoretical investigations of Tuned Liquid Damper (TLD) characteristics tor suppressing the wave-excited structural vibration. The structural model lor the experiments is scaled according to a full size offshore platform by matching their dynamic properties. Rectangular TLDs of different sizes with partially filled liquid are examined. By observing the performance and behavior of TLDs through laboratory experiments, the study investigates the influence of a number of parameters, including container size, container shape, frequency ratio, and incident wave characteristics. In an analytical study, a mathematical model that describes the nonlinear behavior of liquid in TLD and the interaction of TLD and structure is prerequisite. The validity of the model is evaluated and simulating results can reasonably match the corresponding experimental results.