Improving the Evaluation of Slit-Check Dam Trapping Efficiency by Using a 1D Unsteady Flow Numerical Model-Reference-Cited by-同舟云学术

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Improving the Evaluation of Slit-Check Dam Trapping Efficiency by Using a 1D Unsteady Flow Numerical Model

Published:2014-07 Issue:7 Volume:140 Page:04014024
ISSN:0733-9429
Container-title:Journal of Hydraulic Engineering
language:en
Short-container-title:J. Hydraul. Eng.

Author:

Campisano A.¹,Cutore P.²,Modica C.³

Affiliation:

1. Senior Researcher, Dept. of Civil and Environmental Engineering, Univ. of Catania, Viale A. Doria, 6, 95125 Catania, Italy (corresponding author).

2. Project Manager Engineer, Azienda Consorziale Servizi Etnei (ACOSET S.p.A.), Viale M. Rapisardi, 164, 95123 Catania, Italy.

3. Full Professor, Dept. of Civil and Environmental Engineering, Univ. of Catania, Viale A. Doria, 6, 95125 Catania, 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%29HY.1943-7900.0000868

Reference36 articles.

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

2. Banihabib M. E. and Bahram E. (2009). “Experimental analyses of sedimentation in the slit dam Reservoir.” Proc. World Environmental and Water Resources Congress 2009 ASCE Reston VA 5845–5856.

3. Numerical simulation of sediment mixture deposition part 1: analysis of a flume experiment

4. Numerical Modeling of Aggradation and Degradation in Alluvial Channels

5. Numerical Morphological Modeling of Open-Check Dams

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