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国家自然科学基金(40376028)

作品数:6 被引量:37H指数:4
相关作者:白玉川刘洁许栋田琦更多>>
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发文基金:国家自然科学基金天津市应用基础与前沿技术研究计划更多>>
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6 条 记 录,以下是 1-7
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周期性压力作用下单层幂律流底泥流场分布
2017年
基于欧拉坐标系统,对河口底泥流场分布进行了理论研究。泥波由作用在其表面的周期性压力驱动,底泥的流变特性由幂律流流变模型描述,根据浅水波和小变形假设,采用摄动分析展开到一阶得到运动方程,并且用数值迭代法求解非线性微分方程。根据数值计算结果,分析幂律流流动指数和外加周期性压力载荷对泥波流场分布和表面波高的影响。
刘洁白玉川
关键词:底泥流场
明渠沙纹床面湍流结构实验研究被引量:7
2007年
沙纹的形成会显著地影响床面附近的湍流结构。论文通过水槽实验,模拟了天然河流中沙纹的形成,并针对最终形成的稳定沙纹形态,利用声学Doppler测速仪采集了沙纹床面不同位置处的高频流速过程数据,继而对脉动强度、雷诺应力、湍流动能及自相关函数等湍流特征量进行了计算,并分析了沙纹床面湍流结构和特点,为进一步的理论和数值研究提供了有价值的参考数据和依据。
白玉川许栋
关键词:明渠湍流结构
黏性泥沙流变特性及其临界起动的研究被引量:13
2015年
以天津大港淤泥质粉沙为研究对象,系统研究了其物理特性和临界起动性质。对密度范围在1.141—1.470g/cm3的黏性泥沙进行流变试验,确定其流变参数。结果表明:天津大港黏性泥沙有明显的屈服应力,适合用宾汉塑性体模型描述,且宾汉屈服应力和黏度系数均为泥沙密度的指数函数。长水槽中波浪作用下黏性泥沙起动试验以泥沙少量起动为标准,波浪底部临界切应力随黏性泥沙密度增大而增大,即不同于非黏性泥沙,黏性泥沙的起动主要与其密度有关,而非泥沙粒径。波浪作用下的黏性泥沙起动可以用延伸Shields曲线描述。根据实验结果拟合出临界起动切应力和宾汉屈服应力之间的关系式。
刘洁刘洁玉白玉川
关键词:黏性泥沙流变特性
Nonlinear dynamical characteristics of bed load motion被引量:4
2006年
Bed forms of various kinds that evolve naturally on the bottom of sandy coasts and rivers are a result of the kinematics of bed load transport. Based on the group motion of particles in the bed load within the bottom layer, a study on the nonlinear dy- namics of bed load transport is presented in this paper. It is found that some development stages, such as the initiation, the equilibrium sediment transport, and the transition from a smooth bed to sand dunes, can be accounted for by different states in the nonlinear sys- tem of the bed load transport. It is verified by comparison with experimental data reported by Laboratoire Nationae D’Hydraulique, Chatou, France, that the evolution from a smooth bed to sand dunes is determined by mutation in the bed load transport. This paper pre- sents results that may offer theoretical explanations to the experimental observations. It is also an attempt to apply the state-of-the-art nonlinear science to the classical sediment transport mechanics.
Chiu-On Ng
关键词:BEDBEDNONLINEAR
EXPERIMENTAL STUDY ON TURBULENT CHARACTERISTICS OF FLOW OVER SAND RIPPLED BED
<正>In this paper the turbulent characteristics of flow in the open channel with a rippled bed were measured sy...
BAI Yu-chuan
不同流变模型下的淤泥与波浪相互作用规律被引量:7
2011年
建立波浪在淤泥质底床上传播的理论模型并对其进行求解,讨论了淤泥质河口海岸中淤泥与波浪的相互作用规律,包括波浪作用下的淤泥输移规律以及波浪在淤泥质床面上传播过程中的衰减现象.根据计算得出不同底床密度下,水层和泥层的流速和压强分布,分析波浪衰减的影响因素,针对3种不同的淤泥流变模型(黏性流体模型、幂律流体模型和黏弹性介质模型),分别计算相应的波浪衰减值,并与实验值进行对比.结果显示,选用的淤泥的流变模型不同,泥床对波浪的衰减值也不同.影响波浪衰减的因素主要有泥厚、波浪周期以及水深.泥厚和波浪周期均存在临界值,使波浪衰减达到最大;衰减率随水深的增大而单调减小.通过与实测值比较得出幂律流体模型更能描述淤泥的真实情况.
白玉川田琦
关键词:淤泥
A study on the stability of laminar open-channel flow over a sandy rippled bed被引量:8
2005年
The bed of a river often features some kinds of bedform, such as sand ripples, dunes, and so on. Even if the bed is smooth initially, disturbances arising from the bed or other external sources will cause the laminar flow in an open channel to become unstable as soon as the flow develops, thereby leading to the formation of sand ripples on the bed. In return, the formation of the sand ripples will modify the instability path of the laminar flow passing over them. The wavy character of the bed will induce further instability of the flow, which is essentially different from that on a smooth bed: the neutral curve will move forward and the critical Reynolds number will decrease. The flow is unstable in response to a wider range of the disturbance wave number, or the laminar flow instability can happen more easily. The propagation speed of the sand ripples also affects the flow instability, since the stability of open channel flow over a movable bed is fundamentally different from that on a rigid bed. These instability effects are discussed in detail in this paper.
BAI Yuchuan XU Haijue
关键词:BEDSAND
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