POROUS FLOW-THROUGH RUBBLE-MOUND MATERIAL

被引：106

作者：

VANGENT, MRA

机构：

[1] Dept. of Civ. Engrg., Delft Univ. of Technol., Delft, 2600 GA

来源：

JOURNAL OF WATERWAY PORT COASTAL AND OCEAN ENGINEERING-ASCE | 1995年 / 121卷 / 03期

关键词：

D O I：

10.1061/(ASCE)0733-950X(1995)121:3(176)

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

Permeability measurements were carried out in a U-tube tunnel to study flow through coarse granular material. The results are of importance for studying the flow in permeable structures such as rubble-mound structures and gravel beaches. The contributions of laminar and turbulence friction terms have been determined as well as the importance of inertial resistance. Differences between stationary flow and oscillatory flow conditions have been studied. The influence of oscillatory flow conditions on the porous flow friction coefficients have been implemented in new expressions for porous flow friction coefficients. These can be used both to study scale effects in small-scale physical models and for the implementation in numerical models simulating porous flow.

引用

页码：176 / 181

页数：6