Uncertainty in Water Surface Profile of Buried Stream Flowing under Coarse Material

Author:

Hansen David1,Bari Rizwanul2

Affiliation:

1. Associate Professor, Dept. of Civil Engineering (Sexton Campus), Dalhousie Univ., 1360 Barrington St., Halifax NS, Canada B3J 1Z1.

2. Telephony and Program Support Directorate, Canada Customs and Revenue Agency, 555 MacKenzie Ave., Ottawa ON, Canada K1A 0L5.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Water Science and Technology,Civil and Structural Engineering

Reference15 articles.

1. Bari R. (1997). “The hydraulics of buried streams.” MASc thesis Dep. of Civil Engineering Technical Univ. of Nova Scotia Halifax Nova Scotia Canada.

2. Bari R. and Hansen D. (2000). “Analyzing flow through mine waste dumps.” Proc. 7th Int. Conf. on Tailings and Mine Waste January 23–26 Fort Collins Colo. Balkema Rotterdam The Netherlands 231–241.

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

4. Discussion of flow over and through rockfill banks.;Kirkham C. E.;J. Hydraul. Div., Am. Soc. Civ. Eng.,1968

5. Numerical errors in water profile computation.;McBean E. A.;J. Hydraul. Div., Am. Soc. Civ. Eng.,1975

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