A new approach to improve the discharging capacity of sharp-crested triangular plan form weirs

Flow Measurement and Instrumentation

Volumn 22, Issue 3, 2011, Pages 175-180

  Kumar, S ^a   Ahmad, Z ^a   Mansoor, T ^b  

^a INDIAN INSTITUTE OF TECHNOLOGY ROORKEE   (India)

^b ALIGARH MUSLIM UNIVERSITY   (India)

Author keywords

Coefficient of discharge; Flow measurement; Open channel; Triangular plan form weir; Vertex angle

Indexed keywords

COEFFICIENT OF DISCHARGE; CREST HEIGHTS; DISCHARGING CAPACITY; EXPERIMENTAL STUDIES; FREE FLOW; LOW HEAD; NEW APPROACHES; OPEN CHANNELS; RECTANGULAR CHANNEL; TRIANGULAR PLAN FORM WEIR; VERTEX ANGLE; WATER JETS;

FLOW MEASUREMENT; FLOWMETERS; OPEN CHANNEL FLOW; RIVERS; WEIRS;

HYDRAULIC STRUCTURES;

EID: 79954917201     PISSN: 09555986     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.flowmeasinst.2011.01.006     Document Type: Article

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