Hydraulic characteristics of circular crested weir based on Dressler theory

Author:

Haghiabi Amir H.

Publisher

Elsevier BV

Subject

Soil Science,Agronomy and Crop Science,Food Science,Control and Systems Engineering

Reference18 articles.

1. Overflow characteristics of circular-crested weirs;Bagheri;Journal of Hydraulic Research,2010

2. Discharge measurement structures;Bos,1978

3. Irrotational flow over spillways of finite height;Cassidy;Journal of Engineering Mechanic Division,1965

4. Bernoulli theorem, minimum specific energy, and water wave celerity in open-channel flow;Castro-Orgaz;Journal of Irrigation and Drainage Engineering,2009

5. Critical flow over circular crested weirs;Castro-Orgaz;Journal of Hydraulic Engineering,2008

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2. Effect of Variation in Key Slope Ratios and Key Width Ratios on Energy Dissipation Over a Piano Key Weir;Iranian Journal of Science and Technology, Transactions of Civil Engineering;2024-01-04

3. Discharge Coefficient Calibrations of Normal and Oblique Circular-Crested Weirs Under Incremental Flow Conditions;Iranian Journal of Science and Technology, Transactions of Civil Engineering;2023-11-13

4. Hydraulic investigation of modified semi-cylindrical weirs;Flow Measurement and Instrumentation;2023-10

5. Enhanced Support Vector Machine with Particle Swarm Optimization and Genetic Algorithm for Estimating Discharge Coefficients of Circular-Crested Oblique Weirs;Iranian Journal of Science and Technology, Transactions of Civil Engineering;2023-05-09

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