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颗粒沉积物中侵入体的曳力定律。

Drag law for an intruder in granular sediments.

作者信息

Panaitescu Andreea, Clotet Xavier, Kudrolli Arshad

机构信息

Department of Physics, Clark University, Worcester, Massachusetts 01610, USA.

出版信息

Phys Rev E. 2017 Mar;95(3-1):032901. doi: 10.1103/PhysRevE.95.032901. Epub 2017 Mar 2.

Abstract

We investigate the drag experienced by a spherical intruder moving through a medium consisting of granular hydrogels immersed in water as a function of its depth, size, and speed. The medium is observed to display a yield stress with a finite force required to move the intruder in the quasistatic regime at low speeds before rapidly increasing at high speeds. In order to understand the relevant time scales that determine drag, we estimate the inertial number I given by the ratio of the time scales required to rearrange grains due to the overburden pressure and imposed shear and the viscous number J given by the ratio of the time scales required to sediment grains in the interstitial fluid and imposed shear. We find that the effective friction μ_{e} encountered by the intruder can be parametrized by I=sqrt[ρ_{g}/P_{p}]v_{i}, where ρ_{g} is the density of the granular hydrogels, v_{i} is the intruder speed, and P_{p} is the overburden pressure due to the weight of the medium, over a wide range of I where the Stokes number St=I^{2}/J≫1. We then show that μ_{e} can be described by the function μ_{e}(I)=μ_{0}+αI^{β}, where μ_{0}, α, and β are constants that depend on the medium. This formula can be used to predict the drag experienced by an intruder of a different size at a different depth in the same medium as a function of its speed.

摘要

我们研究了一个球形侵入体在由浸没于水中的颗粒水凝胶组成的介质中移动时所经历的阻力,该阻力是其深度、尺寸和速度的函数。观察到该介质表现出屈服应力,在低速的准静态状态下移动侵入体需要有限的力,然后在高速时迅速增加。为了理解决定阻力的相关时间尺度,我们估计了惯性数(I),它由因上覆压力和施加的剪切力而使颗粒重新排列所需的时间尺度之比给出,以及粘性数(J),它由颗粒在间隙流体中沉降所需的时间尺度与施加的剪切力之比给出。我们发现,在斯托克斯数(St = I^{2}/J≫1)的广泛(I)范围内,侵入体遇到的有效摩擦(\mu_{e})可以用(I = \sqrt[\rho_{g}/P_{p}]v_{i})来参数化,其中(\rho_{g})是颗粒水凝胶的密度,(v_{i})是侵入体速度,(P_{p})是由于介质重量产生的上覆压力。然后我们表明,(\mu_{e})可以用函数(\mu_{e}(I)=\mu_{0}+\alpha I^{\beta})来描述,其中(\mu_{0})、(\alpha)和(\beta)是取决于介质的常数。该公式可用于预测在同一介质中不同深度、不同尺寸的侵入体作为其速度函数所经历的阻力。

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