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51.
淄博地区本溪期—石千峰期沉积环境经历了障壁岛—泻湖—台地环境,三角洲环境,曲流河环境体系的演替。相应的泥炭形成环境有不稳定的局限泻湖泥炭坪,较开阔泻湖泥炭坪,中等稳定的开阔泻湖泥炭坪,三角洲平原分流河道两侧的泥炭沼泽,洪泛平原上的泥炭沼泽。成煤植物上,本溪期以Cordaites,Lepidodendrales,Neuropteris为主,太原期华夏植物群发展,Lepidodendron,Cordaites继续发育,真蕨纲和种子蕨纲占越来越重要的地位。山西期以Odontopterissp.,Annulariaorientalis,Pecopterisorientalis,P.norini为主。自煤系形成至今,本区经历了海西印支期的普遍沉降埋藏、燕山期的普遍抬升局部断陷、喜山期的剥蚀、新构造运动期的差异沉降等阶段。古构造、古气候对本区成煤环境有重要的控制作用。 相似文献
52.
从原始记录和分量图两方面对山西临汾中心地震台1991年以来的倾斜资料进行了分析,研究了临汾中心地震台地倾斜与省内及周边地区发生的中强地震的关系。结果表明,对1996年至2002年内发生的几次中强地震,临汾中心地震台地倾斜资料都有较好的异常反映。 相似文献
53.
上海地区扁铲侧胀试验计算地基承载力的探讨 总被引:1,自引:1,他引:1
通过对扁铲侧胀试验和试验机理的研究和对试验指数的对比分析 ,提出了用扁铲侧胀试验计算地基承载力的方法 ;利用上海地区部分重大工程中的扁铲侧胀试验数据 ,在与室内土工试验、静力触探试验及十字板剪切试验的相关分析的基础上 ,经数理统计后给出了上海地区用扁铲侧胀试验计算地基承载力的经验公式。最后 ,通过与室内土工试验、静力触探试验和十字板剪切试验计算的地基承载力对比 ,分析了本经验公式计算地基承载力的精度。研究分析表明 ,可以用扁铲侧胀试验计算地基承载力 相似文献
54.
Beamer Rock, a 50-m-wide island in the Firth of Forth, produces a distinctive von Kármán vortex street wake, the characteristics of which depend on the speed and direction of the tidal flow. ADCP (acoustic Doppler current profiler), CTD (conductivity–temperature–depth) and aerial photograph data were collected from the region during flood and ebb tidal flow under neap and spring conditions. Good agreement was found between the observations and the results from a fixed-grid depth-averaged numerical tidal model. The island wake parameter correctly predicted the unsteady nature of the wake, and the Strouhal number (defined in terms of flow past a circular cylinder) was found to give excellent predictions of the wake wavelength when scaled on the island width. Contrary to published results, the study shows that it is possible to accurately simulate an unsteady island wake using a relatively coarse fixed-grid numerical model.Responsible Editor: Jens Kappenberg 相似文献
55.
A model was developed and analyzed to quantify the effect of graded sediment on the formation of tidal sand ridges. Field data reveal coarse (fine) sediment at the crests (in the troughs), but often phase shifts between the mean grain-size distribution and the bottom topography occur. Following earlier work, this study is based on a linear stability analysis of a basic state with respect to small bottom perturbations. The basic state describes an alongshore tidal current on a coastal shelf. Sediment is transported as bed load and dynamic hiding effects are accounted for. A one-layer model for the bed evolution is used and two grain size classes (fine and coarse sand) are considered. Results indicate an increase in growth and migration rates of tidal sand ridges for a bimodal mixture, whilst the wavelength of the ridges remains unchanged. A symmetrical externally forced tidal current results in a grain-size distribution which is in phase with the ridges. Incorporation of an additional external M4 tidal constituent or a steady current results in a phase shift between the grain-size distribution and ridge topography. These results show a general agreement with observations. The physical mechanism responsible for the observed grain-size distribution over the ridges is also discussed.Responsible Editor: Jens Kappenberg 相似文献
56.
Benoı̂t Waeles Pierre Le Hir Ricardo Silva Jacinto 《Comptes Rendus Geoscience》2004,336(11):1025-1033
Numerical experiments were performed to simulate the profile evolution of an intertidal mudflat with a 1D cross-shore morphodynamical model. First, the hydrodynamical forcing is a cross-shore tidal current due to semi-diurnal variations of the free surface elevation at the open boundary. Further, considering the conservation of the action density of surface gravity waves, a wave height (and resulting bottom shear stress) calculation is added to the morphodynamical model. Results of the numerical experiments show that the shape of the profile reaches equilibrium. The mudflat progrades continually when the forcing is tide only, whereas it can be steady under the simultaneous action of tide and waves. To cite this article: B. Waeles et al., C. R. Geoscience 336 (2004). 相似文献
57.
58.
David Pritchard 《Ocean Dynamics》2005,55(2):124-136
We present semi-analytical solutions for suspended sediment concentration (SSC) and residual sediment transport in a simple
mathematical model of a short tidal embayment. These solutions allow us to investigate in some detail the characteristic tidal
and semi-tidal variation of SSC and the processes leading to residual sediment transport, including settling and scour lags,
the roles of ‘local’ and ‘advective’ contributions, and the presence of internally or externally generated overtides. By interpreting
the transport mechanisms in terms of the classic conceptual models of settling lag we clarify how these models may be expressed
in mathematical terms. Our results suggest that settling lag is usually a more important process than scour lag, and that
a local model which neglects advection may predict the direction of net sediment transport incorrectly. Finally, we discuss
our results in the context of other transport processes and morphodynamic feedback. 相似文献
59.
Ji-Hoon Kim Jeongho Lee Tae-Jin Cheong Rak-Hyeon Kim Dong-Chan Koh Jong-Sik Ryu Ho-Wan Chang 《Journal of Hydrology》2005,300(1-4):188-198
The purpose of this study is to apply time series analysis to investigate whether the groundwater quality in the coastal area is affected by the tide. Continuous and regular in situ monitoring data of electrical conductivity (EC) and groundwater level, and tidal level data measured by the National Oceanographic Research Institute were used for the time series analysis. Through the time series analysis, it is known that EC and groundwater level conspicuously fluctuate with two periodicities (15.4 and 0.52-day), which is very similar to those of the tide. Also the behaviors of their fluctuations vary in accordance with the tidal period. These indicate that the groundwater quality has been mainly controlled by the tidal level, and the strength of tidal effect on the groundwater quality is different according to the tidal period. 相似文献
60.