Title of article :
Discharge Coefficient of a Triangular Side-Weir Located on a Curved Channel
Author/Authors :
Cosar، Ali نويسنده , , Agaccioglu، Hayrullah نويسنده ,
Issue Information :
روزنامه با شماره پیاپی سال 2004
Pages :
-40
From page :
41
To page :
0
Abstract :
This study aims to obtain sharp crested triangular side-weirs discharge coefficients both in the straight channel and along the bend by using a total of 1,735 experiments. It was found that triangular side-weirs discharging coefficients along the bend depend on the upstream Froude number in the main channel (F), the apex angle of side-weir ((theta)), and the bend angle ((alpha)). Because there is much greater intensity of secondary flow created by lateral flow with an increase of the overflow length, sharp crested triangular side-weirs discharge coefficients of the apex angle (theta)= 120° were achieved more frequently than the others even at the straight channel in subcritical flow conditions. In a curved channel, the path of maximum velocity and the secondary current created by the bend both cause a much greater deviation angle towards the side-weir which is involved within Fand L/b. Therefore, triangular side-weirs discharging coefficients along the bend are greater than the values obtained in the straight channel.
Keywords :
Hydrograph
Journal title :
JOURNAL OF IRRIGATION & DRAINAGE (ASCE)
Serial Year :
2004
Journal title :
JOURNAL OF IRRIGATION & DRAINAGE (ASCE)
Record number :
10731
Link To Document :
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