Discharge prediction in compound channels by end depth method

Journal of Hydraulic Research

Volumn 44, Issue 6, 2006, Pages 767-776

  Dey, Subhasish ^a   Lambert, Martin F ^b  

^a INDIAN INSTITUTE OF TECHNOLOGY   (India)

^b UNIVERSITY OF ADELAIDE   (Australia)

Author keywords

Flow measurement; Hydraulics; One dimensional flow; Open channels; Steady flow

Indexed keywords

APPROXIMATION THEORY; FLOW MEASUREMENT; HYDRAULICS; MATHEMATICAL MODELS; STEADY FLOW;

COMPOUND CHANNELS; END DEPTH METHOD; ONE-DIMENSIONAL FLOW;

OPEN CHANNEL FLOW;

APPROXIMATION THEORY; FLOW MEASUREMENT; HYDRAULICS; MATHEMATICAL MODELS; OPEN CHANNEL FLOW; STEADY FLOW;

BOUSSINESQ EQUATION; DISCHARGE; FLOODPLAIN; FLOW MEASUREMENT; FLOW VELOCITY; FROUDE NUMBER; NUMERICAL MODEL; OPEN CHANNEL FLOW; STEADY FLOW;

EID: 33845901559     PISSN: 00221686     EISSN: None     Source Type: Journal    
DOI: 10.1080/00221686.2006.9521727     Document Type: Article

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