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991.
用地震反射波定量解释煤层厚度的方法 总被引:6,自引:0,他引:6
一、引言 工业可采煤层厚度一般为1.5m,如何从地震资料上准确圈定1m厚的煤层边界、并定量解释煤层厚度、准确计算地质储量,国外一些学者研究了薄层地震反射波的动力学特征与薄层厚度的关系后,得出了不同的薄层垂直分辨率标准,Widess用零相位子波作实验时,发现当薄层厚度为λ/8(λ是地震子波的主波长)时,反射波形正好是入射波的导数,并可直观地鉴别顶底反射;Kallweit利用可控震源研究了薄层响应的频谱后,提出了分辨地震波的极限为1/(1.4f)(f为地震子波的上限频率),经主频换算后,此 相似文献
992.
IINTRODUCTIONTheNianchuRiverCatchmentisoneofthemaingrainproducingareasofTibet.TheengineeringregulationoftheriverisanimportantcomponentofstatekeyprojectofChina,"OneRiverandTwoTributariesProject"."OneRiver"herestandsfortheYarlungZhangboRiverandthe"TwoTributaries"aretheNianchuRiverandtheLasaRiverinCentral-SouthernTibet.InordertoimprovethewaterresourcesandtopreventfloodinginTibet,aseriesofhydropowerstations,irrigationdiversionprojects,floodcontrollevees,andreforestationprogramshaveb… 相似文献
993.
994.
In this paper, we analyze the stress change associated with the inverted volcanic source models at Mayon volcano, Philippines,
where there are gravity changes without significant deformation after the 1993 eruption. We detail the applicable data and
the associated inversion techniques and models prior to calculating the appropriate stress changes. It is determined that
the stress change associated with the central magmatic source produces compressional stress changes at a secondary source
to the northwest, prompting a change in the local water storage in the underlying fractured rock. 相似文献
995.
Jie GU Chiwai LI Hong YANG Yong ZHAN 《国际泥沙研究》2007,22(2):150-159
The mixing characteristics of dredged sediments of variable size discharged into cross-flow are studied by an Eulerian-Lagrangian method. A three-dimensional (3D) numerical model has been developed by using the modified k-ε parameterization for the turbulence in fluid phase/water and a Lagrangian method for the solid phase/sediments. In the model the wake turbulence induced by sediments has been included as additional source and sink terms in the k-ε model; and the trajectories of the sediments are tracked by the Lagrangian method in which the sediment drift velocities in cross-flow are computed by a multiphase particle-in-cell (MP-PIC) method and the diffusion process is approximated by a random walk model. The hydrodynamic behavior of dumped sediment cloud is governed by the total buoyancy on the cloud, the drag force on each particle and velocity of cross-flow. The cross-flow destroys more or less the double vortices occurred in stagnant ambience and dominates the longitudinal movement of sediment cloud. The computed results suggest satisfactory agreement by comparison with the experimental results of laboratory. 相似文献
996.
AbstractQuality is key to ensuring that the potential offered by weather radar networks is realized. To achieve optimum quality, a comprehensive radar data quality management system, designed to monitor the end-to-end radar data processing chain and evaluate product quality, is being developed at the UK Met Office. Three contrasting elements of this system are described: monitoring of key radar hardware performance indicators; generation of long-term integrations of radar products; and monitoring of radar reflectivity factor using synthesized observations from numerical weather prediction model fields. Examples of each component are presented and ways in which the different types of monitoring information have been used to both identify issues with the radar product data quality and help formulate solutions are given.
Editor Z.W. Kundzewicz; Guest editor R.J. MooreCitation Harrison, D., Georgiou, S., Gaussiat, N., and Curtis, A., 2013. Long-term diagnostics of precipitation estimates and the development of radar hardware monitoring within a radar product data quality management system. Hydrological Sciences Journal, 59 (7), 1327–1342. http://dx.doi.org/10.1080/02626667.2013.841316 相似文献
997.
The saltation regime is very important for understanding the sediment transport mechanism. However,there is no consensus on a model for the saltation regime. This study answers several questions raised with respect to the Eulerian-Lagrangian modeling of sediment transport. The first question is why the previous saltation models that use different combinations of hydrodynamic forces yielded acceptable results? The second question is which shear lift model(i.e. a shear lift expression and its coefficient) is more appropriate? Another important question is which hydrodynamic forces have greater contributions to the saltation characteristics of a sediment particle? The last question is what are the contributions of the turbulence fluctuations as well as effects of using two-and three-dimensional(2 D and 3 D) models on the simulation results? In order to fairly answer these questions, a systematic study was done by considering different scenarios. The current study is the first attempt to clearly discuss these issues. A comprehensive 3 D saltation model for non-cohesive sediment was developed that includes all the hydrodynamic forces acting on the particle. The random nature of sediment transport was included using turbulent flow and bed-particle collision models. The eddy interaction model was applied to generate a3 D turbulent flow field. Bed-particle collisions were considered using the concept of a contact zone and a corresponding contact point. The validation of the model was done using the available experimental data for a wide range of sediment size(0.03 to 4.8 cm). For the first question, the results indicated that some of the hydrodynamic effects show opposing trends and some have negligible effects. With these opposing effects it is possible to adjust the coefficients of different models to achieve acceptable agreement with the same experimental data while omitting some aspects of the physics of the process. A suitable model for the shear lift force was developed by linking the lift coefficient to the drag coefficient and the contributions of the hydrodynamic forces and turbulence fluctuations as well as the consequences of using of 2 D and 3 D models were studied. The results indicate that the shear lift force and turbulent flow fluctuations are important factors for the saltation of both sand and gravel, and they cannot be ignored. 相似文献
998.
Růžek Bohuslav Zedník Jan Klíma Karel Ruprechtová Libuše 《Studia Geophysica et Geodaetica》2000,44(2):175-187
The routine location of regional seismic events using data from the Czech National Seismological Network (CNSN) is based on Pn, Pg, Sn, Sg phases. A simple velocity model derived from Kárník's (1953) interpretation of an earthquake in Northern Hungary in 1951 has hitherto been used. At present, numerous local seismic networks record and locate local events, which are occasionally recorded at regional distances as well. Due to the relatively small dimensions of local networks, hypocenters (and origin times) determined by a local network might be considered as nearly exact from the point of view of regional-scale CNSN. The comparison of common locations performed by CNSN and by a local network enables us to estimate the accuracy of CNSN locations, as well as to optimize a simple velocity model. The joint interpretation of the CNSN bulletin and the catalogues of four local seismic networks WEBNET, OSTRAVA, KLADNO and LUBIN produced a new ID velocity model. The most frequent epicentral error in this model is less than 5 km, and most foci lie up to 15 km from the true position. The performed analysis indicates bimodal distribution of Sn residuals. 相似文献
999.
1000.