Discharge coefficient of a rectangular sharp-edged broad-crested weir

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Effect of Height of Sharp-Crested Weir on Discharge Coefficient

Weirs have widely been used for the flow measurement, flow diversion and its control in the open channels. Attempts have been made to study flow over different shapes of normal weirs, side weirs and oblique weirs. This paper is connected with the development of the discharge coefficient measurement. In the present study four different weirs in different height are considered for validation purp...

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Effect of Height of Sharp-Crested Weir on Discharge Coefficient

Weirs have widely been used for the flow measurement, flow diversion and its control in the open channels. Attempts have been made to study flow over different shapes of normal weirs, side weirs and oblique weirs. This paper is connected with the development of the discharge coefficient measurement. In the present study four different weirs in different height are considered for validation purp...

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effect of height of sharp-crested weir on discharge coefficient

weirs have widely been used for the flow measurement, flow diversion and its control in the open channels. attempts have been made to study flow over different shapes of normal weirs, side weirs and oblique weirs. this paper is connected with the development of the discharge coefficient measurement. in the present study four different weirs in different height are considered for validation purp...

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slope effect on discharge efficiency in rectangular broad crested weir with sloped upstream face

the rectangular broad crested weirs are widely used to measure the water dischargewhich is one of the most popular tools in the irrigation canals particularly, in developingcountries.the present article is trying to demonstrate the results of an experimental work carriedout on rectangular broad crested weir with sloped upstream face to investigate the effect ofupstream slope on discharge effici...

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ژورنال

عنوان ژورنال: Journal of Hydrology and Hydromechanics

سال: 2014

ISSN: 0042-790X

DOI: 10.2478/johh-2014-0014