Geometrically Simple Logarithmic Weir


Autoria(s): Murthy, Keshava K; Ramesh, HS; Prakash, Shesha MN
Data(s)

01/12/1995

Resumo

This paper discusses the design and experimental verification of a geometrically simple logarithmic weir. The weir consists of an inward trapezoidal weir of slope 1 horizontal to n vertical, or 1 in n, over two sectors of a circle of radius R and depth d, separated by a distance 2t. The weir parameters are optimized using a numerical optimization algorithm. The discharge through this weir is proportional to the logarithm of head measured above a fixed reference plane for all heads in the range 0.23R less than or equal to h less than or equal to 3.65R within a maximum deviation of +/-2% from the theoretical discharge. Experiments with two weirs show excellent agreement with the theory by giving a constant average coefficient of discharge of 0.62. The application of this weir to the field of irrigation, environmental, and chemical engineering is highlighted.

Formato

application/pdf

Identificador

http://eprints.iisc.ernet.in/38014/1/GEOMETRICALLY_SIMPLE_LOGARITHMIC.pdf

Murthy, Keshava K and Ramesh, HS and Prakash, Shesha MN (1995) Geometrically Simple Logarithmic Weir. In: Journal of Irrigation and Drainage Engineering, 121 (6). pp. 419-426.

Publicador

American Society of Civil Engineers

Relação

http://ascelibrary.org/iro/resource/1/jidedh/v121/i6/p419_s1

http://eprints.iisc.ernet.in/38014/

Palavras-Chave #Civil Engineering
Tipo

Journal Article

PeerReviewed