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三峡水库运行初期库区糙率特性分析 被引量:3
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作者 童思陈 唐小娅 辛鑫 《水电能源科学》 北大核心 2017年第7期33-36,共4页
为得到三峡水库实际运行后库区泥沙的淤积糙率,基于三峡水库运行10余年库区实测淤积资料、日均来流量与水位序列,采用一维水流模型推算了三峡水库正常蓄水运行以来库区沿程的综合糙率。结果表明,常年回水区峡谷段淤积较少,糙率随流量、... 为得到三峡水库实际运行后库区泥沙的淤积糙率,基于三峡水库运行10余年库区实测淤积资料、日均来流量与水位序列,采用一维水流模型推算了三峡水库正常蓄水运行以来库区沿程的综合糙率。结果表明,常年回水区峡谷段淤积较少,糙率随流量、运行时间变化较小,糙率相对较大;常年回水区宽谷段泥沙在主槽落淤后床面阻力减小,糙率逐年降低;常年回水区弯曲分汊段泥沙淤积严重,糙率逐年减小;变动回水段天然河道特性起控制作用,糙率相对稳定。同一洪水流量情况下,随运行时间推移和淤积发展,糙率总体减小。常年回水区糙率的降低值明显大于变动回水区糙率的降低值。三峡水库淤积过渡期糙率与河道部位、断面形态、河道形态等参数均存在一定关系。研究成果为三峡水库淤积与糙率的关系研究奠定了基础。 展开更多
关键词 三峡水库 水库淤积 糙率分布 过渡期
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山区河道糙率变化规律初步分析及应用
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作者 陈世丹 王平 《安徽水利水电》 1998年第1期28-32,共5页
本文结合工作对山区水利水电工程中经常遇到的确定河道糙率问题进行探讨,总结率选定的基本方法,初步分析河道糙率变化规律,介绍部分水电工程的糙率推求方法,结果及体会。
关键词 河道 糙率分布 水力计算 变化规律
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Numerical investigation of particle saltation in the bed-load regime 被引量:10
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作者 JI ChunNing ANTE Munjiza +2 位作者 ELDAD Avital XU Dong JOHN Williams 《Science China(Technological Sciences)》 SCIE EI CAS 2014年第8期1500-1511,共12页
This paper numerically investigates particle saltation in a turbulent channel flow having a rough bed consisting of 2–3 layers of densely packed spheres.In this study,we combined three the state-of-the-art technologi... This paper numerically investigates particle saltation in a turbulent channel flow having a rough bed consisting of 2–3 layers of densely packed spheres.In this study,we combined three the state-of-the-art technologies,i.e.,the direct numerical simulation of turbulent flow,the combined finite-discrete element modelling of the deformation,movement and collision of the particles,and the immersed boundary method for the fluid-solid interaction.Here we verify our code by comparing the flow and particle statistical features with the published data and then present the hydrodynamic forces acting on a particle together with the particle coordinates and velocities,during a typical saltation.We found strong correlation between the abruptly decreasing particle stream-wise velocity and the increasing vertical velocity at collision,which indicates that the continuous saltation of large grain-size particles is controlled by collision parameters such as particle incident angle,local rough bed packing arrangement,and particle density,etc.This physical process is different from that of particle entrainment in which turbulence coherence structures play an important role.Probability distribution functions of several important saltation parameters and the relationships between them are presented.The results show that the saltating particles hitting the windward side of the bed particles are more likely to bounce off the rough bed than those hitting the leeside.Based on the above findings,saltation mechanisms of large grain-size particles in turbulent channel flow are presented. 展开更多
关键词 particle saltation bed-load regime hydrodynamic forces turbulent channel flow
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