Scale Effects in Free-Flow Nonlinear Weir Head-Discharge Relationships-Reference-Cited by-同舟云学术

Scale Effects in Free-Flow Nonlinear Weir Head-Discharge Relationships

Published:2020-02 Issue:2 Volume:146 Page:04019056
ISSN:0733-9429
Container-title:Journal of Hydraulic Engineering
language:en
Short-container-title:J. Hydraul. Eng.

Author:

Tullis B. P.¹^ORCID,Crookston B. M.²^ORCID,Young N.³

Affiliation:

1. Professor, Dept. of Civil and Environmental Engineering, Utah Water Research Laboratory, Utah State Univ., 8200 Old Main Hill, Logan, UT 84322-8200 (corresponding author). ORCID: .

2. Assistant Professor, Dept. of Civil and Environmental Engineering, Utah Water Research Laboratory, Utah State Univ., 8200 Old Main Hill, Logan, UT 84322-8200. ORCID: .

3. Senior Staff Professional, Schnabel Engineering, 3 Dickinson Dr., Suite 200, Chadds Ford, PA 19317.

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.1943-7900.0001661

Reference42 articles.

1. Experimental Hydraulics: Methods, Instrumentation, Data Processing and Management

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