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131.
From results of two large-eddy simulation of stratus-topped boundary layer,the structure,thermodynamic prop-erties and role of thermals are investigated by using conditional sampling methods,which divided the thermals into thewarm/moist,cool/dry,warm/dry and cool/moist events.The results show that the main turbulent circulation in thestratus-topped boundary layer is composed of the warm/moist updraft and cool/dry downdraft.Below entrainmentregion,the warm/moist updrafts and cool/dry downdrafts are,respectively,positively and negatively buoyant andcontribute most to total fluxes and variances.Evaporative cooling has important effect on the structure and thermodynamic properties of thermals instratus-topped boundary layer. 相似文献
132.
Feng Daxiong Chen Ruzhen Jiang Gengwang Luo Binghe Cui Yunshan 《Acta Meteorologica Sinica》1994,8(3):329-336
Two kinds of high efficient Agl pyrotechnics BR-88-5 and BR-91-Y have been developed.The tests in the cloud chamber show that the AgI ice nucleating effectiveness can reach up to 1015/g,and the BR-91-Y has even higher ice nucleating rate.Two kinds of foreign AgI pyrotechnics have been made according to the given formulations and also tested in the cloud chamber for comparison.X-ray diffraction analysis for the aerosols produced by burning BR-91-Y shows that AgI in acrosols still retains the hexagonal crystal form and the lattice parameters are smaller than those of pure AgI and other AgI composite nuclei,and closer to ice.Combining with the other tests,the reasons for the high efficiency of BR-91-Y have been discussed. 相似文献
133.
J. P. McGreevy 《地球表面变化过程与地形》1985,10(2):125-136
Four rock types (basalt, sandstone, granite, and chalk) are examined with respect to the maximum surface temperatures which they experience when subjected to similar conditions of exposure. Rock temperature measurements are reported for an urban environment and for two experimental situations in which an infrared lamp is used to simulate heating under cold and hot conditions. Differences in rock temperatures are discussed with reference to thermal rock properties (albedo, specific heat capacity, and thermal conductivity). Some natural situations are suggested in which thermal rock properties could conceivably play a role in determining the extent to which rocks would be affected by particular weathering processes. 相似文献
134.
Th. Verhaegen 《地球表面变化过程与地形》1984,9(6):499-507
Twenty soils from the Leuven region were tested in the laboratory with a rainfall simulator. Their texture varied from loam to loamy sand. On the basis of the results obtained, they were classified as a function of the runoff and splash erodibility. For every soil, several properties were determined and tentatively used to explain the classifications based on the runoff and splash erodibility. Significant negative correlations were found between silt content, aggregate stability, C5–10 index, water content at saturation, and cohesion on the one side and erodibility on the other; a positive correlation was found between sand content and erodibility. 相似文献
135.
介绍了平顶山矿区地质特征、钻孔护壁概况和5种不同体系泥浆的组成特点、配方及性能参数;对泥浆的密度与固相含量、粘度与流变特性、滤水特性及防涌防漏的主要技术性能和作用机理进行了探讨;综合分析了各类泥浆的钻进技术效果和经济效益。 相似文献
136.
东海陆架盆地岩石密度与磁性 总被引:9,自引:0,他引:9
本文在东海陆架盆地20口钻井160块岩心标本物测定和17口钻井密度测井的基础上,通过整理、分析、统计,给出了东海陆架盆地的岩石密度和磁性特征。 相似文献
137.
138.
拱形波纹钢屋盖动力特性测试及分析 总被引:2,自引:0,他引:2
拱形波纹钢屋盖是一种新颖的金属拱形薄壳结构,在我国已经得到了广泛的应用。由于结构的复杂性,目前有关的理论研究尚不够深入,动力研究还很少有人涉及。以18m和30m两种跨度的W666型拱形波纹钢屋盖为研究对象,测试了拱在竖向平面内振动时的频率、振型及阻尼。在所提简化计算模型的基础上,采用有限元方法计算了结构的动力特性,其结果与试验数据符合较好。测试和分析结果为该结构的动力反应研究提供了方便。 相似文献
139.
A. P. Dykes 《Landslides》2007,4(3):279-290
The West Mouth of the Great Cave at Niah in Sarawak, northwest Borneo and the North Passage that leads to the West Mouth contain
large deposits of guano. The main deposit, several metres thick in places, forms the sloping floor of the entire North Passage.
A mass movement deposit identified in the West Mouth, having a volume of 600 m3, originated as a guano mudflow up the North Passage in the order of 40,000 years ago. This failure of the guano slope was
investigated to determine whether particular conditions or events could be identified as the most likely causes. The physical,
hydrological and geotechnical properties of samples of the material were determined so that the stability of the slope could
be assessed. Stability analyses showed that shearing failure of the slope would require inputs of water to the slope in quantities
for which no feasible explanation can be suggested. However, the properties of the guano are similar to those of loess, indicating
a high susceptibility to ‘hydrocollapse’. Very shallow failure of the slope, possibly as several smaller mudflows, could therefore
have occurred due to additional water in quantities that could realistically be supplied as rainwater spray, possibly with
a seismic trigger. The climate must therefore have been wetter than it is at present. These findings have implications for
the interpretation of sediment deposits in other relict caves. 相似文献
140.
Åsa Fransson 《Hydrogeology Journal》2007,15(2):307-313
Two methods, both using data from fixed-interval-length hydraulic tests and geological mapping on different scales, have been
utilised to estimate transmissivity distributions of individual fractures. Individual fracture properties are of importance
in estimating transport of water and solutes; they influence the spreading of grout when sealing tunnels. One of the methods
is non-parametric, while the other is based on combinatorics and the multiplication principle. The study verified the usefulness
of both methods for estimating the probability of conductive and non-conductive fractures, and the transmissivity distributions.
Data for estimating transmissivity distributions originate from flow logging of a borehole in Sweden. Fracture frequency data
are from core logging and images using a borehole image processing system (BIPS). Estimated transmissivity distributions,
based on flow log data from 3-m sections (test scale length, L: 3 m, and step length, dL: 3 m), were compared with transmissivities
obtained directly from detailed, overlapping flow logging which identify individual conductive fractures (test scale, L: 0.5 m,
step length, dL: 0.1 m). The latter data are considered to be an acceptable approximation of the individual fracture transmissivities;
the agreement, compared with the calculated transmissivity distributions based on 3-m section data, is good for both methods.
Resumen Se han utilizado dos métodos, ambos procesando datos de pruebas hidráulicas de longitud e intervalo fijo y mapas geológicos en distintas escalas, para estimar las distribuciones de transmisividad de fracturas individuales. Las propiedades de fracturas individuales son de importancia para estimar el transporte de agua y solutos; las propiedades influyen en la propagación de lechada al sellar túneles. Uno de los métodos es no paramétrico mientras que el otro se basa en el principio de multiplicación y combinatorio. El estudio verifica la utilidad de ambos métodos para estimar la probabilidad de fracturas conductivas y no conductivas y las distribuciones de transmisividad. Los datos para estimar las distribuciones de transmisividad se originan del registro de flujo de un pozo en Suecia. Los datos de frecuencia de fracturas provienen de registros de núcleo e imágenes usando un Sistema de Procesamiento de Imágenes de Pozo (BIPS). Se compararon las distribuciones estimadas de transmisividad basadas en datos del registro de flujo en secciones de 3 m (longitud de escala de la prueba L: 3 m, y escalón de longitud dL: 3 m), con transmisividades obtenidas directamente de registros detallados de flujo superpuesto el cual identifica fracturas conductivas individuales (escala de la prueba, L: 0.5 m, escalón de longitud, dL: 0.1 m). Los últimos datos se consideran una aproximación aceptable de las transmisividades de fracturas individuales; la consistencia, comparada con las distribuciones de transmisividad calculada basadas en datos de sección de 3 m, es buena para ambos métodos.
Résumé Deux méthodes ont été testées afin d’estimer la distribution des transmissivités de fractures unitaires; toutes deux utilisent des données issues de tests hydrauliques effectués à intervalles réguliers et de cartographies géologiques à plusieurs échelles. La connaissance des propriétés des fractures unitaires est importante pour estimer le transport d’eau et de solutés; elles influencent en outre l’étalement du coulis lors du scellement des tunnels. La première méthode est non-paramétrique, et la seconde repose sur l’analyse combinatoire et le principe de multiplication. Cette étude a vérifié l’utilité des deux méthodes pour estimer la probabilité d’occurrence de fractures conductrices et non-conductrices, et la distribution des transmissivités. Les distributions des transmissivités ont été estimées à partir de diagraphies effectuées sur un forage situé en Suède. Les densités de fracturation proviennent de carottages et d’imagerie BIPS (Borehole Image Processing System). Les distributions estimées des transmissivités, basées sur des diagraphies de flux effectuées sur des sections de 3 m (échelle du test L:3 m; pas dL:3 m), ont été comparées aux transmissivités obtenues sur des diagraphies de flux détaillées et se chevauchant, identifiant les fractures conductrices unitaires (échelle du test L: 0.5 m ; pas dL: 0.1 m). Il est admis que ces dernières données représentent une approximation satisfaisante des transmissivités des fractures unitaires; les deux méthodes sont en accord avec les distributions des transmissivités calculées à partir des données acquises sur des sections de 3 m.相似文献