COMPARISON OF OSCILLATORY AND STATIONARY FLOW-THROUGH POROUS-MEDIA

被引:24
|
作者
HALL, KR [1 ]
SMITH, GM [1 ]
TURCKE, DJ [1 ]
机构
[1] DELFT HYDRAUL LAB,EMMELOORD,NETHERLANDS
关键词
D O I
10.1016/0378-3839(94)00017-R
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Experiments were conducted in an oscillatory water tunnel to investigate what effects temporal inertia has on the resistance of a granular medium. The flow law governing stationary porous media flow is reasonably well accepted and understood but the effects of unsteady flow have commonly been neglected. The present research was designed to assess the magnitude of the acceleration effects on media of uniformly packed spheres of equal diameter and on one sample of randomly placed stone. Oscillatory flow tests were made in a large oscillatory flume tunnel with periods varying from 3 to 12 seconds. The influence of properties of the medium (grain size and porosity) were tested by using spheres with two different diameters and packing each size sphere in different geometric arrangements. Tests made on a stone sample provided a qualitative assessment of the effects of more random material properties. For the experiments described in this paper, the Forchheimer unsteady-stationary flow law described the oscillatory measurements well when velocities and energy losses were maximum. Empirical coefficients determined from steady-stationary flow were generally found to apply to the unsteady flow, however some evidence of dependency on the period of oscillation was noted.
引用
收藏
页码:217 / 232
页数:16
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