Surface Roughness for Shallow Overland Flow on Crushed Stone Surfaces
Author:
Affiliation:
1. Associate Member, ASCE
2. Student Member, ASCE
3. Assoc. Prof., Div. of Engrg. and Appl. Sci., Harvard Univ., Pierce Hall 118, 29 Oxford St., Cambridge, MA 02138.
4. Parsons Brinckerhoff, 1528 Walnut St., Ste. 400, Philadelphia, PA 19012-3608.
Publisher
American Society of Civil Engineers (ASCE)
Subject
Mechanical Engineering,Water Science and Technology,Civil and Structural Engineering
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9429%282001%29127%3A1%2838%29
Reference21 articles.
1. Arcement G. J. Jr. and Schneider V. R. ( 1989). “Guide for selecting Manning's roughness coefficients for natural channels and flood plains.” USGS Water-Supply Paper 2339 U.S. Geological Survey Washington D.C.
2. Barros A. P. and Colello J. ( 1998). “Determination of Manning's n roughness coefficient for surface runoff flow on crushed stone.” APS R&D Project No. RP 97-30 Envir. Resour. Res. Inst. Pennsylvania State University University Park Pa.
3. Runoff in Shallow Soils under Laboratory Conditions
4. Bear J. ( 1966). Dynamics of fluids in porous media Dover New York.
5. “Flow resistance in broad shallow grassed channels.”;Chen C.-L.;J. Hydr. Div.,1976
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