Discharging capacity of rectangular side weirs in straight open channels

Flow Measurement and Instrumentation

Volumn 22, Issue 4, 2011, Pages 319-330

  Emiroglu, M Emin ^a   Agaccioglu, Hayrullah ^b   Kaya, Nihat ^a  

^a FIRAT UNIVERSITY   (Turkey)

^b YILDIZ TECHNICAL UNIVERSITY   (Turkey)

Author keywords

Channel flow; Discharge coefficient; Flow measurement; Hydraulic structure; Intake; Side weir; Water discharge

Indexed keywords

AVERAGE ERRORS; CHANNEL WIDTHS; DIMENSIONAL PARAMETERS; DISCHARGE COEFFICIENT; DISCHARGE COEFFICIENTS; DISCHARGING CAPACITY; DRAINAGE SYSTEMS; FLOW DEPTH; HYDRAULIC CONTROL; INTAKE; LABORATORY STUDIES; PHYSICAL MODEL; SIDE WEIR; STRAIGHT CHANNEL; STRAIGHT OPEN CHANNELS; SUBCRITICAL FLOW; SURFACE VELOCITY; WATER DISCHARGE; WATER SURFACE PROFILE;

COMBINED SEWERS; DRAINAGE; HYDRAULIC MACHINERY; HYDRAULIC STRUCTURES; HYDRAULICS;

WEIRS;

EID: 79957845100     PISSN: 09555986     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.flowmeasinst.2011.04.003     Document Type: Article

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