Premium
Experimental study of extreme shear stress for shallow flow under simulated rainfall
Author(s) -
Lu JauYau,
Lee JunJi,
Lu TaiFang,
Hong JianHao
Publication year - 2009
Publication title -
hydrological processes
Language(s) - English
Resource type - Journals
SCImago Journal Rank - 1.222
H-Index - 161
eISSN - 1099-1085
pISSN - 0885-6087
DOI - 10.1002/hyp.7311
Subject(s) - turbulence , reynolds stress , shear stress , reynolds number , mechanics , intensity (physics) , environmental science , acoustic doppler velocimetry , geology , geotechnical engineering , meteorology , laser doppler velocimetry , physics , optics , medicine , blood flow
The raindrop impact and overland flow are two major factors causing soil detachment and particle transportation. In this study, the turbulent characteristics of the shallow rain‐impacted water flow were investigated using a 2‐D fibre‐optic laser Doppler velocimetry (FLDV) and an artificial rainfall simulator. The fluctuating turbulent shear stress was computed using digital data processing techniques. The experimental data showed that the Reynolds shear stress follows a probability distribution with heavy tails. The tail probability increases with an increase of rainfall intensity or raindrop diameter, and it decreases with an increase of Reynolds number. A modified empirical equation was derived using both the raindrop diameter and rainfall intensity as independent variables to provide a better prediction of the Darcy‐Weisbach friction coefficient f under rainfall conditions. Copyright © 2009 John Wiley & Sons, Ltd.