控制排气放空噪声的消声器之研究与应用

排气放空噪声是工业上常遇到的噪声源。本文介绍了根据喷注噪声发射理论研制成的小孔喷注与节流降压相复合的新型消声器，适用于高压气源排放，取得了较好的消声效果。鉴于喷注发射噪声的强度取决于喷注的驻压与喷口直径等参量，对节流降压层的设计与控制小孔喷注层的驻压大小，提出了新的见解，可供设计研究喷注消声器参考使用。     

用水力旋流器净化油田采出水

水力旋流器是近１０年来用于油田采出水处理系统的新型设备，它具有体积小、重量轻、分离性能好、运行安全可靠等优点，在世界各地的海上和陆地油田得到了广泛的使用。本文对具有代表性的Ｖｏｒｔｏｉｌ水力旋流器的基本结构、工作原理、影响分离性能的诸因素、应用和优点等进行了介绍。     

高含盐水样中悬浮物的准确测定

通过理论分析和大量实验工作，找出了现行国家标准的悬浮物测定方法在测定高含盐污水时的不足之处，并且提出了准确的测定方法。新方法不仅能很好地反映水样的实际状况，而且可以推广应用于各种复杂水样的悬浮物的测定。     

深化改革 促进地震事业新发展——“地震科技的基础研究与应用研究”研讨班概述

本文概述了在当前面临地震队伍结构调整和人员分流的新形势下,如何进一步深化改革,追踪地震研究的世界先进水平,筛选和确定地震科研的前沿课题,为制定地震工作的深化改革政策提供科学依据。通过对30年地震预报实践的反思,提出今后发展方向。     

河南省自然灾害的地域分界规律

河南省自然灾害的地域空间分异，主要遵循水平地带性规律、非地带性规律与垂直地带性规律。水平地带性主要影响以致控制灾害的不同类型，非地带性与垂直地带性则主要影响各种灾害的成灾强度。它们相互联系与制约，从而形成该省域灾害的三维分异。     

云南省自然灾害成因探讨及减灾对策

本文在分析云南40年自然灾害灾情及其形成和发生环境背景的基础上,预测了未来10年云南灾害发展趋势,提出了在云南实现防灾减灾的战略措施。     

河北平原的地面沉降

本文通过分析河北省的水准测量资料，揭示了河北平原的地面沉降情况。整个河北平原都存在着下降的趋势。在大范围的下降背景上，又分布着许多大大小小的沉降中心。这些沉降区多数都是以城市为中心，互相连成一片，下沉速度有逐渐加快的趋势。河北平原地面沉降的原因，除少数有构造运动的因素以外，绝大多数都是集中过量开采地下水造成的。     

青海沟后水库垮坝的防疫措施

运用预防医学手段减少疾病，维护灾民身体健康，是抗洪救灾的重要内容。本文结合沟后水库垮坝后采取的对策来概述洪涝灾害的卫生防疫措施，供有关部门参考。     

OPTIMAL IDENTIFICATION OF MUSKINGUM ROUTING COEFFICIENTS1

Traditionally, identification of the Muskingum routing coefficients has been based on observations of the linearity of a loop formed by graphically plotting a forward and a reverse path. This graphical procedure is time-consuming and may not minimize the error of estimation. A procedure was developed to improve the drawbacks of the graphical method. This procedure calls for (a) the use of least square regression on the forward and reverse paths to determine their respective slopes, and (b) the use of statistical t-test to evaluate the hypothesis that these two slopes are equal. The computational procedure is repeated, using incremental values of the flow weighting coefficient, x. A graph of the computed t-value versus x can be constructed. The optimal value of x, as read from the graph, occurs at the minimum computed t-value. The procedure has been demonstrated superior to the graphical method for three illustrative examples, resulting in a reduction of the error squares by factors ranging from 5 to 6.     

IDENTIFICATION OF AQUIFER DISPERSIVITIES: METHODS OF ANALYSIS AND PARAMETER UNCERTAINTY1

ABSTRACT: This paper presents a method for estimating aquifer dispersivities in solute transport models. Sensitivity equations are derived for the calculation of sensitivity coefficients. A modified Gauss-Newton algorithm is used to perform the least-squares minimization. A statistical procedure is outlined to assess reliability of the estimated parameters. The solute transport model is solved by the upstream weighted, multiple cell balance method which combines the concepts of local mass balance and finite element approximations. A one-dimensional solute transport problem in a vertical column system is first used to illustrate the inverse technique. A second example considers the parameter identification problem for three-dimensional solute transport with a unidirectional steady and uniform flow field. The third example solves the parameter identification problem in a three-dimensional, stream-aquifer, solute transport system with steady state flow. Numerical experiments are conducted to study data requirements for parameter identification.