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991.
天山北麓流域面积高度积分特征及其构造意义 总被引:2,自引:0,他引:2
提取了天山北麓河流水系流域的常规地貌计量指标(盆地大小、面积和高差)以及面积高度积分,通过对流域面积高度积分曲线形态特征、面积高度积分值的分析,结合区域地质构造活动,探讨了面积高度积分对板内再生造山带新构造活动的指示意义以及天山北麓流域的地貌发育过程。研究表明,北天山流域的次集水盆地面积高度积分与次集水盆地的面积和高差都没有相关性,堆积作用和轻微构造抬升作用都会影响冲积扇区次集水盆地,使其面积高度积分值偏高。河流面积高度积分曲线形态和面积高度积分值在空间分布上的差异,反映了天山北麓3排逆断裂褶皱带的不同的构造活动特征。面积高度积分曲线的循环形态特征,揭示了强烈构造运动与河流剥蚀作用影响面积高度曲线形态发育的动态演绎过程。 相似文献
992.
Field experiments were conducted on bed load transport in the Diaoga River, a mountain stream in southwest China, to study the variation of bed load transport with varying sediment supply. The rate of bed load transport is greatly affected by incoming sediment (load and size). Under the same flow conditions, bed load transport rates may differ by three orders of magnitude depending on whether measurements were taken before or after the first flood of the year. The relation of the "bed load transport rate versus flow intensity" appears to have similar characteristics as a clockwise looped-rating curve. Experiments also were conducted during the non-flood season to study bed load transport processes with different incoming load from an upstream section. Bed load with different sizes can be grouped into two types: traveling bed load and structural bed load. Traveling bed load is composed of sediment finer than a critical size, De, and its transport rate depends mainly on the incoming sediment rate. The incoming sediment rate can alter the rate of bed load transport by three orders of magnitude. Structural bed load is composed of coarser sediment and its transport rate closely relies on the flow intensity. 相似文献
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One-dimensional numerical simulation of non-uniform sediment transport under unsteady flows 总被引:16,自引:9,他引:7
One-dimensional numerical models are popularly used in sediment transport research because they can be easily programmed and cost less time compared with two- and three-dimensional numerical models. In particular, they possess greater capacity to be applied in large river basins with many tributaries. This paper presents a one-dimensional numerical model capable of calculating total-load sediment transport. The cross-section-averaged sediment transport capacity and recovery coefficient are addressed in the suspended load model. This one-dimensional model, therefore, can be applied to fine suspended loads and to hyperconcentrated flows in the Yellow River. Moreover, a new discretization scheme for the equation of unsteady non-uniform suspended sediment transport is proposed. The model is calibrated using data measured from the Yantan Reservoir on the Hongshui River and the Sanmenxia Reservoir on the Yellow River. A comparison of the calculated water level and river bed deformation with field measurements Shows that the improved numerical model is capable of predicting flow, sediment transport, bed changes, and bed-material sorting in various situations, with reasonable accuracy and reliability. 相似文献
995.
Erosion, sediment transportation and accumulation in rivers 总被引:8,自引:5,他引:3
N. I. ALEKSEEVSKIY K. M. BERKOVICH and R. S. CHALOV Prof. Head of the Hydrology Department Faculty of Geography Moscow State University Moscow Russia Prof. Leading researcher Lab. of Soil Erosion Fluvial Processes Faculty of Geography Moscow State University Moscow Russia Prof. Head of the Lab. of Soil Erosion Fluvial Processes Faculty of Geography Moscow State University Moscow Russia 《国际泥沙研究》2008,23(2):93-105
The present paper analyses the interrelation between erosion, sediment transportation and accumulation proposed by N. I. Makkaveyev (1908-1983) and its further development in modem studies of river channel processes in Russia. Spatio-temporal linkages between erosion and accumulation are defined considering channel processes at different scales - river longitudinal profile, channel morphological patterns, alluvial bedforms (bars, dunes) and individual sediment particles. Relations between river geomorphic activity, flow transportation capacity and sediment budgets are established (sediment input and output; channel bed erosion and sediment entrainment into flow - termination of sediment transport and its deposition). Channel planforms, floodplain segments separated by the latter and alluvial channel bedforms are shown to be geomorphic expressions of sediment transport process at different spatial and temporal scales. This paper is dedicated to the 100th anniversary of N. I. Makkaveyev, Professor of the Moscow State University, author of the book "River channel and erosion in its basin" (1955). That book is regarded in Russia as the pioneering work which initiated the complex hydrological and geographical studies of channel processes and laid a basis for the theory of unified fluvial erosion-accumulation process. 相似文献
996.
Francisco J. M. SIMOES Chih Ted YANG 《国际泥沙研究》2008,23(4):299-315
In part 1 of this two-paper series, a brief summary of the basic concepts and theories used in developing the Generalized Stream Tube model for Alluvial River Simulation (GSTARS) computer models was presented. Part 2 provides examples that illustrate some of the capabilities of the GSTARS models and how they can be applied to solve a wide range of river and reservoir sedimentation problems. Laboratory and field case studies are used and the examples show representative applications of the earlier and of the more recent versions of GSTARS. Some of the more recent capabilities implemented in GSTARS3, one of the latest versions of the series, are also discussed here with more detail. 相似文献
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历史记载,考古证据及古气候研究一致表明在公元前第3千纪初,即3000 BC以后,在两河流域有一个洪水时期.大洪水的历史记载最早见于<旧约圣经>,19世纪考古发现亚述泥版及苏美尔泥版中也有大洪水的记载.古气候代用资料也支持公元前第3千纪初两河流域发生过洪水的结论.
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