SEDIMENT TRANSPORT OF LOW CONCENTRATION IN PIPES     

R.H. MAT SUKI  R.BAKER ①Lecturer  Dept. of Civ.  Struct. Engrg.  Univ.Kebangsaan M''''sia  Bangi  Malaysia ②Lecturer  Dept. of Civ. Engrg.  University of Salford. MWT England. 《国际泥沙研究》1991,(2)

The study of Sediment transport of low concentration in pipes bas been applied in the design of a self-cleansing storm sewer. An alternative criterion is suggested as op- posed to the widely used single flow velocity approach. A conceptual model which simu- lates the condition in a storm sewer is developed and tested against experimental data. The results proved that the volumetric sediment concentration, pipe diameter and sedi- ment size have to be taken into consideration to produce a self-cleansing storm sewer. It also shows that the slope obtained by this alternative criterion is lower than the single flow velocity approach.  相似文献   

逐步Logistic判别分析     

吕纯濂 Mathes  H 《南京气象学院学报》1991,14(3):316-324

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高精度锥体棱镜的“自差法”检测技术   总被引：2，自引：0，他引：2  

殷达安  林银森 《测绘学报》1994,23(3):216-221

本文提出一种采用“自差法”检测高精度锥体棱镜的新方法，阐述检测原理与装置，建立检测角度和面形误差的定量判据，并给出一个实例说明其应用。实践表明，“自差法”检测技术对于产品质量的控制，具有快速准确和简便实用等特点。  相似文献   

水压致裂煤层裂缝发育特点的研究   总被引：5，自引：0，他引：5       下载免费PDF全文

李同林 《地球科学》1994,19(4):537-545

本文对煤岩基本力学性质、煤层水压致裂缝形成条件、裂缝形态以及裂缝开裂角方位等基本理论进行了研究与探讨，通过大量煤岩力学性质测试，证实了试验区目的层煤岩弹性模量低，泊松比较高，脆性大，易破碎，易压缩。文章还得出了目的层煤岩Ｍｏｈｒ断裂准则二次抛物线型包络线，煤层水压致裂裂缝形式判断，裂缝开裂角方位的计算公式以及有关结论。  相似文献   

Fitting variogram models by weighted least squares   总被引：41，自引：0，他引：41  

Noel Cressie 《Mathematical Geology》1985,17(5):563-586

The method of weighted least squares is shown to be an appropriate way of fitting variogram models. The weighting scheme automatically gives most weight to early lags and down-weights those lags with a small number of pairs. Although weights are derived assuming the data are Gaussian (normal), they are shown to be still appropriate in the setting where data are a (smooth) transform of the Gaussian case. The method of (iterated) generalized least squares, which takes into account correlation between variogram estimators at different lags, offer more statistical efficiency at the price of more complexity. Weighted least squares for the robust estimator, based on square root differences, is less of a compromise.  相似文献   

A new criterion for strength of frozen sand under quick triaxial compression considering effect of confining pressure     

Jilin Qi  Wei Ma 《Acta Geotechnica》2007,2(3):221-226

The strength of frozen soils has been one of the most extensively studied aspects in frozen soil mechanics. When carrying out deep excavations using freezing methods, high stress states are often encountered. Therefore, the strength of frozen soils under high confining pressures is of major concern. This paper first reviews the present failure criteria for frozen soils, especially with regard to the effect of confining pressure on the strength. It is suggested that the strength consists of two components, cohesion and friction, and can be expressed by the Mohr–Coulomb criterion and in the framework of the Drucker–Prager criterion. However, these two components are both dependent on the stress state. Duncan’s equation for the friction angle is extended to frozen soils. A frozen Lanzhou fine sand is taken as study subject. The frozen sand is compressed at a high strain rate under three different temperatures and under a wide range of confining pressure. Experimental results have confirmed the generally recognized principle that the strength increases with the confining pressure up to certain value. Thereafter, it decreases with continued increase in confining pressure. Experimental data from our own tests and literature are fitted to the new criterion, which shows its validity.  相似文献   

广义岭估计的直接解法   总被引：10，自引：0，他引：10  

游扬声  王新洲  刘星 《武汉大学学报(信息科学版)》2002,27(2):175-178

提出了广义岭估计的直接解法，该解法不需计算岭参数，可直接求得具有最小均方误差的解，并举例证实了该解法的优越性。  相似文献   

Karst Collapse Mechanism and Criterion for Its Stability     

HE Keqiang  Department of Civil Engineering  Qingdao Institute of Architecture & Engineering  Qingdao  Shandong  ChinaLIU ChangliInstitute of Hydrogeology  Engineering Geology  Chinese Academy of Geological Sciences  Zhengding  Hebei  Chinaand WANG Sijing Institute of Geology  Chinese Academy of Sciences  Beijing  China 《《地质学报》英文版》2001,75(3):330-335

Karst collapse, caused by natural or artificial abstraction of groundwater, has been a focus of environmentalgeological problems for its ever-increasing hazardousness. The potential erosion theory and vacuum suction erosion theory, which reveal the origin of karst collapse macroscopically, are popularly accepted. However, a mathematic prediction criterion for karst collapse cannot be established only by these two theories. From a new perspective, this paper attempts to explain the microcosmic mechanism of karst collapse on the basis of these two theories. When the shear stress surpasses the shear strength of soil, a certain point or a certain plane in the unconsolidated soil covering karst caves will fail under the mechanical effects of water and air as well as its load-pressure, and with the increase of damaged points, a breaking plane appears and the soil on karst caves is completely damaged; as a result, the karst ground collapses. On the basis of the Mohr-Coulomb failure theory and previous studies,  相似文献   

THE FOUNDATION AND MOVEMENT OF TROPICAL SEMI-GEOSTROPHIC ADAPTATION   总被引：4，自引：0，他引：4       下载免费PDF全文

Chao Jiping  Lin Yonghui 《Acta Meteorologica Sinica》1996,10(2):129-141

The breakdown and foundation of geostrophic balance is one of the important movements inthe mid-and high-latitude atmosphere and oceans.In the tropical area,the value of Coriolis pa-rameter is so small that it is difficult to satisfy the bi-geostrophic equilibrium between the pressureand velocity fields.However,in the tropical area,the zonal velocity of some motions in the atmo-sphere and oceans is large,so the Coriolis force is not small,geostrophic balance can exist in zonaldirection,i.e.semi-geostrophic balance.Furthermore,in the dominant area of Hadley circulationin the atmosphere or the area near the ocean meridional boundary,the meridional velocity is large,so geostrophic balance can also exist in meridional direction.In this paper,the process of the dis-persion of inertial gravity wave and the foundation of semi-geostrophic balance are first discussed.Second,the adjustment process between the velocity and pressure fields after adaptation is alsoviewed,and the scale criterion of the semi-geostrophic adaptation is discussed,i.e.for the motionwith meridional scale greater than the equatorial Rossby radius of deformation,the velocity andpressure fields after adaptation change to fit the initial pressure field;on the contrary,the fieldschange to fit the initial zonal velocity field,and the strength of the fields after adaptation dependson the zonal scale.  相似文献   

监测网优化设计的必要性及内容     

周世健  陈永奇 《四川测绘》1996,19(1):15-17

本文详细分析了监测网优化设计的必要性，并针对监测网的特点，叙述了监测网设计的有关问题。  相似文献