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May 16, 2019
World Environmental and Water Resources Congress 2019

Influence of Permeability on Sediment Trapping Efficiency in an ELJ Groyne Field

Publication: World Environmental and Water Resources Congress 2019: Hydraulics, Waterways, and Water Distribution Systems Analysis

ABSTRACT

In woody areas where traditional construction materials are not available engineered log jams (ELJ) may constitute a potential solution for controlling riverbank erosion. Two ELJ groyne fields formed by four structures were placed in a 12 m long rectangular flume. In the first setup, groynes had a 46% permeability whereas in the second setup, groynes had a 26% permeability. Sediment in suspension was incorporated at a constant rate after flow was stabilized. Tests showed that when groyne permeability has higher, maximum scour depth at the inner end of the groyne diminished while sediment deposition between groynes increased. This result indicates that use of the main resource for building ELJ groynes can be optimized. As the configuration of the groynes was basically idealized as a frame of cylindrical elements, results of this experimental program may also be used to design groynes made up of artificial materials resembling ELJs. This type of solution could be used where traditional construction materials are not readily available.

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ACKNOWLEDGMENTS

This study was partially funded through contract N° 358-PNICP-PIAP-2014 between the National University of Engineering (UNI) and the National Innovation Program for Competitiveness and Productivity of the Ministry of Production (INNOVATE PERU).
The authors would like to thank Alfredo Jacay, Walter Chuan, Junior Galarza, Mishel Reyes, Jhostyn Nina, Walter Asalde, and Deivi Huaraca who assisted the first author during the experimental phase of the project.

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Go to World Environmental and Water Resources Congress 2019
World Environmental and Water Resources Congress 2019: Hydraulics, Waterways, and Water Distribution Systems Analysis
Pages: 229 - 243
Editors: Gregory F. Scott and William Hamilton, Ph.D.
ISBN (Online): 978-0-7844-8235-3

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Published online: May 16, 2019

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J. A. Bautista [email protected]
Graduate Student, Universidad Nacional de Ingeniería, Lima, Perú; Formerly Student at Universidad Nacional de Cajamarca, Perú. E-mail: [email protected]
J. M. Kuroiwa, Ph.D., A.M.ASCE [email protected]
P.E.
Director, National Hydraulics Laboratory and Professor, School of Civil Engineering, Universidad Nacional de Ingeniería, Av. Túpac Amaru N° 210, Rímac, Apartado 1301, Perú. E-mail: [email protected]
J. F. Huamán, Ph.D. [email protected]
P.E.
Professor, Universidad Nacional de Cajamarca, Cajamarca, Perú. E-mail: [email protected]
L. F. Castro [email protected]
Instructor and Researcher, National Hydraulics Laboratory, Universidad Nacional de Ingeniería, Av. Túpac Amaru N° 210, Rímac, Apartado 1301, Peru. E-mail: [email protected]

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