Steady Flow through Gated Circular Culverts: Hydraulic Operation and Experiments-Reference-Cited by-同舟云学术

Steady Flow through Gated Circular Culverts: Hydraulic Operation and Experiments

Published:2023-07 Issue:7 Volume:149 Page:
ISSN:0733-9437
Container-title:Journal of Irrigation and Drainage Engineering
language:en
Short-container-title:J. Irrig. Drain Eng.

Author:

Cantero-Chinchilla Francisco N.¹^ORCID,Belaud Gilles²^ORCID,Castro-Orgaz Oscar³,Mateos Luciano⁴^ORCID

Affiliation:

1. Postdoctoral Researcher, Hydraulic Engineering Area, Dept. of Agronomy, Univ. of Córdoba, Rabanales Campus, Leonardo da Vinci Bldg., Córdoba 14071, Spain (corresponding author). ORCID: .

2. Professor, UMR G-eau, AgroParisTech, Cirad, Institut Agro, Institut National de Recherche pour l’Agriculture, l’Alimentation et l’Environnement, Institut de Recherche pour le Développement, Univ. of Montpellier, 2 place Pierre Viala, Cedex 1, Montpellier 34060, France. ORCID: .

3. Professor, Hydraulic Engineering Area, Dept. of Agronomy, Univ. of Córdoba, Rabanales Campus, Leonardo da Vinci Bldg., Córdoba 14071, Spain.

4. Deceased; formerly, Research Scientist, Instituto de Agricultura Sostenible, CSIC, Alameda del Obispo s/n, Córdoba 14004, Spain. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Agricultural and Biological Sciences (miscellaneous),Water Science and Technology,Civil and Structural Engineering

Link

https://ascelibrary.org/doi/pdf/10.1061/JIDEDH.IRENG-9974

Reference17 articles.

1. Balkham, M., C. Fosbeary, A. Kitchen, and C. Rickard. 2010. Culvert design and operation guide. London: Construction and Industry Research and Information Association.

2. Bodhaine, G. L. 1968. Measurement of peak discharge at culverts by indirect methods. Washington, DC: Geological Survey.

3. Shallow Water Hydraulics

4. Open-Channel Flow

5. Hydraulic Analysis and Design of Pipe Culverts: USGS versus FHWA

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