Embankment Dam Breach Parameters and Their Uncertainties-Reference-Cited by-同舟云学术

Embankment Dam Breach Parameters and Their Uncertainties

Published:2008-12 Issue:12 Volume:134 Page:1708-1721
ISSN:0733-9429
Container-title:Journal of Hydraulic Engineering
language:en
Short-container-title:J. Hydraul. Eng.

Author:

Froehlich David C.¹

Affiliation:

1. Consulting Engineer, 303 Frenchmans Bluff Dr., Cary, NC 27513-5662.

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%282008%29134%3A12%281708%29

Reference105 articles.

1. Al-Qaser G. N. (1991). “Progressive failure of an overtopped embankment.” Ph.D. thesis Colorado State Univ. Fort Collins Colo.

2. The failure and repair of the Winston (N.C.) water works dam;Ambler J. N.;Eng. News,1912

3. Another reservoir has burst;Engineering News,1889

4. Boner F. C. and Stermitz Frank (1967). “Floods of June 1964 in Northwestern Montana.” Water-Supply Paper No. 1840-B U.S. Geological Survey Washington D.C.

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