Effect of raindrop impact and surface roughness on sheet flow

Wenzel, Harry G., Jr.

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https://hdl.handle.net/2142/90159 Copy

Description

Title

Effect of raindrop impact and surface roughness on sheet flow

Author(s)

Wenzel, Harry G., Jr.

Contributor(s)

• Wang, Raymond C.T.
• Yoon, Yong Nam
• Sturm, Terry
• University of Illinois at Urbana-Champaign

Issue Date

1970-09

Keyword(s)

• Water resources center
• Water resources center--Illinois
• Hydrology and hydraulics
• Impact (rainfall)
• Numerical analysis
• Raindrops
• Resistance
• Roughness (hydraulic)
• Shear stress
• Sheet flow
• Soil erosion
• Transition flow
• Turbulence

Geographic Coverage

Illinois (state)

Abstract

An experimental and analytical study was conducted to investigate the mechanics of sheet flow as it is affected by rainfall. Water surface profile data were taken in a laboratory flume using artificially generated rainfall and a hydraulically smooth surface. The one-dimensional spatially varied flow equation as developed from the momentum approach was then used to compute the boundary shear stress and subsequently a Weisbach type friction factor. It was found that the results below a Reynolds number of approximately 1000 could be expressed as f = C/NR where C increases with increasing rainfall intensity and surface slope. Velocity profile studies show that velocity in the surface region is retarded by the rainfall. Turbulence intensity measurements indicate that turbulence is generated at the surface due to the rainfall and also at the boundary for flow which would normally be laminar without rainfall. Spectral analysis of the turbulent measurements indicates that the rainfall shifts the turbulent energy to higher frequencies than would be the case without rainfall. Analysis of flow over rough surfaces taken by the Corps of Engineers shows that rainfall has little effect on resistance beyond the transition region and the transition point may be lowered by the presence of rainfall. A separate study of a single drop striking a stagnant water layer shows that the velocity and pressure field can be computed using a SyntheticCell-Fluid scheme to solve the Navier-Stokes equations for this case. A dimensionless maximum impact pressure model was developed and the velocity field and free surface configuration were studied. It was found that surface tension is significant, the diameter of the region of disturbance was approximately one inch, and that locally high shear stress are generated. These stresses could easily cause soil erosion.

Publisher

University of Illinois at Urbana-Champaign. Water Resources Center

Type of Resource

text

Language

en

Permalink

http://hdl.handle.net/2142/90159

Sponsor(s)/Grant Number(s)

• U.S. Department of the Interior
• U.S. Geological Survey

Copyright and License Information

Copyright 1970 held by Harry G. Wenzel, Jr.

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