Numerical Morphological Modeling of Open-Check Dams-Reference-Cited by-同舟云学术

Numerical Morphological Modeling of Open-Check Dams

Published:2001-02 Issue:2 Volume:127 Page:105-114
ISSN:0733-9429
Container-title:Journal of Hydraulic Engineering
language:en
Short-container-title:J. Hydraul. Eng.

Author:

Busnelli Marcela M.¹²³,Stelling Guus S.¹²³,Larcher Michele¹²³

Affiliation:

1. Res., Hydromechanics Sect., Fac. of Civ. Engrg., Delft Univ. of Technol., P.O. Box 5048, 2600 GA Delft, The Netherlands; formerly, PhD Res., Delft Hydraulics, P.O. Box 177, 2600 MH Delft, The Netherlands.

2. Sr. Sci., Delft Hydraulics, P.O. Box 177, 2600 MH Delft, The Netherlands; and Prof., Delft Univ. of Technol., Fac. of Civ. Engrg., P.O. Box 5046, 2600 GA Delft, The Netherlands.

3. PhD student, Dept. of Civ. and Envir. Engrg., Università degli Studi di Trento, Via Mesiano 77, 38050 Trento, Italy.

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%3A2%28105%29

Reference27 articles.

1. Resistance to Flow in Steep Rough Streams

2. Armanini A. and Benedetti G. ( 1996). “Sulla larghezza di apertura delle briglie a fessura.” Proc. 25th Convegno di Idraulica e Costruzioni Idrauliche Vol. 3 13–24 (in Italian).

3. Armanini A. Dellagiacoma F. and Ferrari L. ( 1991). “From the check dam to the development of functional check dams.” Fluvial hydraulics of mountain regions. Lecture notes on Earth Sciences Vol. 37 Springer Berlin 331–344.

4. Rational Criterion for Designing Opening of Slit-Check Dam

5. Basile P. A. and Di Silvio G. ( 1994). “Interception and release of sediments by permeable check dams.” Proc. Int. Workshop on Floods and Inundation Related to Large Earth Movements University of Trento Trento Italy C3.1–C3.17.

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