Nikuradse Roughness Height Derived from a Physically Based Model Applied to a River Channel with Dunes-Reference-Cited by-同舟云学术

Nikuradse Roughness Height Derived from a Physically Based Model Applied to a River Channel with Dunes

Published:2024-07 Issue:4 Volume:150 Page:
ISSN:0733-9429
Container-title:Journal of Hydraulic Engineering
language:en
Short-container-title:J. Hydraul. Eng.

Author:

Diaz Lozada Jose M.¹^ORCID,Pedocchi Francisco²^ORCID,García Carlos M.³,Ligorria Ana. I Heredia⁴,Martino Roman⁵

Affiliation:

1. Researcher, National Water Institute–Centre for Studies of Semi-Arid Region (CIRSA INA/CONICET), Medrano 235, Villa Carlos Paz, Córdoba X5152MCE, Argentina; Assistant Professor, School of Exact, Physical, and Natural Sciences (FCEFyN), Universidad Nacional de Córdoba (UNC), Córdoba X5016GCA, Argentina (corresponding author). ORCID: .

2. Professor, School of Engineering, Institute of Fluid Mechanics and Environmental Engineering (IMFIA), Universidad de la República, Montevideo 11300, Uruguay. ORCID: .

3. Professor, Institute for Advanced Studies for Engineering and Technology (IDIT CONICET/UNC), School of Exact, Physical, and Natural Sciences (FCEFyN), Universidad Nacional de Córdoba (UNC), Av. Vélez Sarsfield 1611, Ciudad Universitaria, Córdoba X5016GCA, Argentina.

4. Researcher, National Water Institute–Centre for Studies of Semi-Arid Region (CIRSA INA/CONICET), Medrano 235, Villa Carlos Paz, Córdoba X5152MCE, Argentina; Assistant Professor, School of Exact, Physical, and Natural Sciences (FCEFyN), Universidad Nacional de Córdoba (UNC), Córdoba X5016GCA, Argentina.

5. Assistant Professor, Institute for Advanced Studies for Engineering and Technology (IDIT CONICET/UNC), School of Exact, Physical, and Natural Sciences (FCEFyN), Universidad Nacional de Córdoba (UNC), Av. Vélez Sarsfield 1611, Ciudad Universitaria, Córdoba X5016GCA, Argentina.

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/JHEND8.HYENG-13783

Reference46 articles.

1. Reevaluating dune scaling relations

2. Unified Theory on Power Laws for Flow Resistance

3. Chow, V. T. 1959. Open-channel hydraulics. Tokyo: McGraw-Hill.

4. Statistical Uncertainty and the Estimation of Log Law Parameters

5. Díaz Lozada J. M. 2019. “Avances en la cuantificación hidrológica y caracterización hidráulica del flujo en el sistema fluvial del Río Carcarañá utilizando ADCP (Advances in hydrological quantification and hydraulic characterization of the flow in the Carcarañá River system using ADCP).” Doctoral thesis Facultad de Ciencias Exactas Físicas y Naturales FCEFyN Universidad Nacional de Córdoba.