Evaluating Turbulent Flow in Large Rockfill-Reference-Cited by-同舟云学术

Evaluating Turbulent Flow in Large Rockfill

Published:2011-11 Issue:11 Volume:137 Page:1462-1469
ISSN:0733-9429
Container-title:Journal of Hydraulic Engineering
language:en
Short-container-title:J. Hydraul. Eng.

Author:

Siddiqua S.¹²³,Blatz J. A.¹²³,Privat N. C.¹²³

Affiliation:

1. Assistant Professor, School of Engineering Okanagan Campus, Univ. of British Columbia, 1137 Alumni Avenue, Kelowna, BC, Canada V1V 1V7; formerly, Dept of Civil Engineering, Univ. of Manitoba, E1 306 ETIC Building, 15 Gillson St., Winnipeg, MB, Canada R3T 5V6 (corresponding author).

2. Professor, Dept of Civil Engineering, Univ. of Manitoba, E1 368 ETIC Building, 15 Gillson St., Winnipeg, MB, Canada R3T 5V6.

3. Geotechnical Engineer, KGS Group Consulting Engineers, 3rd Floor, 865 Waverley St., Winnipeg, MB, Canada R3T 5P4.

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%29HY.1943-7900.0000442

Reference18 articles.

1. ASTM. 1994. “Standard test method for permeability of granular soils (constant head).” D2435-68 West Conshohocken PA.

2. ASTM. (1997). “Standard test method for electrical indication of concrete’s ability to resist chloride ion penetration.” C1202-97 West Conshohocken PA.

3. Dudgeon C. R. (1964). “Flow of water through coarse granular materials.” M.Eng. thesis Water Research Laboratory Univ. of New South Wales Manly Vale New South Wales Australia.

4. On the laminar and turbulent flows of groundwater through homogeneous sand;Engelund F.;Trans. Dan. Acad. Tech. Sci.,1953

5. A Method for Determining the Surface Area of Quarried Rocks

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