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31.
南堡凹陷位于渤海湾盆地黄骅坳陷北部,新近系馆陶组是该凹陷的重要勘探层段。馆陶组以辫状河沉积为主,中段发育曲流河沉积。其油气勘探的首要问题是优质储集砂体的精确对比及有利盖层分布预测。根据高分辨率层序地层学理论以及录井和测井资料,对馆陶组的层序地层样式、沉积特征和储盖组合进行了分析。研究结果表明,该地层具有两种短期旋回和四个中期旋回。在两种短期旋回中,一种是低可容纳空间的非对称旋回,另一种是高可容纳空间的对称旋回。四个中期旋回中,两个以上升半旋回为主体(MSC1、MSC2),一个是对称旋回(MSC3),一个以下降半旋回为主体(MSC4)。短、中期旋回均以非对称旋回为主。该地层的长期基准面具有缓慢上升而后快速下降的特点。从MSC1到MSC4旋回,沉积相呈现出冲积扇-辫状河→辫状河-曲流河→曲流河-辫状河相组合的演化过程。自北向南,各中期旋回的可容纳空间增大,沉积主体由砾质河道渐变为砂质河道。由于受基准面中期旋回格架控制,南堡凹陷馆陶组发育上、中、下三套储盖组合。上部储盖组合,因其储、盖层条件最好,应是馆陶组最重要的油气勘探层系。 相似文献
32.
MUHAMMAD SHARAF GARY ARROY RON PERKINS Spectra-Physics Inc. North First Street San Jose CA U.S.A. 《地理学报(英文版)》1991,(3)
Ratio measurements are commonly used to address a variety of analytical problems in environmental,forensic and pharmaceutical laboratories.In absorbance ratioing techniques,analytical chemists rely onthe spectral features of the analyte(s)of interest.The absorbances at two wavelengths are monitored andthe ratio of these two absorbances is computed.This ratio is then used to confirm the identity of theanalyte(s)of interest,the purity of a product or the overlap of chromatographic peaks.These decisionsoften have far-reaching consequences(e.g.the identification of the source,biogenic or petrogenic,ofhydrocarbons in biological tissues or water).Given the cost and the liabilities associated with suchdecisions,it is unfortunate that these ratios are seldom reported with any statistical confidence.Thepurpose of this study is to delineate the parameters that affect absorbance ratio measurements.Themodels that can be used to estimate the statistical confidence in these measurements are derived andevaluated experimentally.The results show that these models can estimate the relative standard deviationsin absorbance ratios accurately.They can also estimate the effect of signal-to-noise ratio and the choiceof wavelengths on the precision of absorbance ratios. 相似文献
33.
To understand the electrical structure of the Sulu(苏鲁) terrane,we analyzed the resis-tivity logs of the Chinese Continental Scientific Drilling main hole(CCSD-MH) and obtained the statis-tical characteristics of the resistivity log of ultrahigh-pressure(UHP) metamorphic rocks.To check the logs' quality,we compared the resistivity log data with the core test data.The two datasets show a good coherence.On the whole,the resistivity of the UHP metamorphic rocks from the CCSD-MH is very high(mostly higher than 1... 相似文献
34.
P. F. L. Maxted T. R. Marsh U. Heber L. Morales-Rueda R. C. North W. A. Lawson 《Monthly notices of the Royal Astronomical Society》2002,333(1):231-240
We present light curves of four binary subdwarf B stars (sdB), Ton 245, Feige 11, PG 1432+159 and PG 1017−086. We also present new spectroscopic data for PG 1017−086 from which we derive its orbital period, P =0.073 d , and the mass function, f m =0.0010±0.0002 M⊙ . This is the shortest period for an sdB binary measured to date. The values of P and f m for the other sdB binaries have been published elsewhere. We are able to exclude the possibility that the unseen companion stars to Ton 245, Feige 11 and PG 1432+159 are main-sequence stars or subgiant stars from the absence of a sinusoidal signal, which would be caused by the irradiation of such a companion star, i.e. they show no reflection effect. The unseen companion stars in these binaries are likely to be white dwarf stars. In contrast, the reflection effect in PG 1017−086 is clearly seen. The lack of eclipses in this binary combined with other data suggests that the companion is a low-mass M-dwarf or, perhaps, a brown dwarf. 相似文献
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Pierre North 《Astrophysics and Space Science》2006,304(1-4):219-221
35 Eclipsing binaries presenting unambiguous total eclipses were selected from a subsample of the list of Wyrzykowski et al. (2003). The photometric elements are given for the I curve in DiA photometry, as well as approximate teff and masses of the components. The interest of these systems is stressed in view of future spectroscopic observations. 相似文献
38.
ZHAO Shunbo Ass. Prof. North China Institute of Water Conservancy Hydroelectric Power Zhengzhou P. R. China. 《中国海洋工程》1998,(4)
An experimental program was carried out to study the shear behavior of the reinforced con-crete composite beam(RCCB)subjected to two-phase uniformly distributed load.A total of 12 reinforcedconcrete composite beams were tested:10 of them were the RCCB subjected to two-phase uniformly dis-tributed load,the other 2 were the comparative reinforced concrete beams cast at the same time as theRCCB subjected to one-phase uniformly distributed load.The interface of precast unit and recast concretewas natural and rough.The test range of the main composite factors:the ratio of precast section depth tocomposite section depth was from 0.35 to 0.65,the ratio of first-phase load moment to precast section ulti-mate bearing moment was from 0.25 to 0.65.Based on the test results,the stresses of the longitudinal rein-forcements and stirrups,the load-bearing properties of the interface,the crack state and the failure charac-teristics of the RCCB under uniformly distributed load are discussed.The effects of the stirrups,the 相似文献
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