DEPTH-AVERAGED VELOCITY DISTRIBUTION IN SMOOTH TRAPEZOIDAL AND RECTANGULAR OPEN CHANNELS WITH THE BEST HYDRAULIC SECTION

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FARSHI F.; KABIRI SAMANI A.

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Journal Paper

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Journal: WATER AND WASTEWATER Year:2014 | Volume:25 | Issue:1 (89) Page(s): 111-121

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Information Journal Paper

Title

DEPTH-AVERAGED VELOCITY DISTRIBUTION IN SMOOTH TRAPEZOIDAL AND RECTANGULAR OPEN CHANNELS WITH THE BEST HYDRAULIC SECTION

Author(s)

FARSHI F. | KABIRI SAMANI A. | Issue Writer Certificate

Keywords

OPEN CHANNELQ3

DEPTH-AVERAGED VELOCITYQ3

BOUNDARY SHEAR STRESSQ2

Abstract

General equations for predicting DEPTH-AVERAGED VELOCITY in OPEN CHANNELs are not well suited for trapezoidal OPEN CHANNELs. In this study, an innovative method is developed for predicting the DEPTH-AVERAGED VELOCITY distributions in smooth trapezoidal OPEN CHANNELs with the best hydraulic section. DEPTH-AVERAGED VELOCITY was obtained using the BOUNDARY SHEAR STRESS obtained in the present study. To calibrate the present analytical results, an experimental investigation was also performed. Analytical results compared well with the experimental data.

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APA: Copy

FARSHI, F., & KABIRI SAMANI, A.. (2014). DEPTH-AVERAGED VELOCITY DISTRIBUTION IN SMOOTH TRAPEZOIDAL AND RECTANGULAR OPEN CHANNELS WITH THE BEST HYDRAULIC SECTION. WATER AND WASTEWATER, 25(1 (89)), 111-121. SID. https://sid.ir/paper/104068/en

Vancouver: Copy

FARSHI F., KABIRI SAMANI A.. DEPTH-AVERAGED VELOCITY DISTRIBUTION IN SMOOTH TRAPEZOIDAL AND RECTANGULAR OPEN CHANNELS WITH THE BEST HYDRAULIC SECTION. WATER AND WASTEWATER[Internet]. 2014;25(1 (89)):111-121. Available from: https://sid.ir/paper/104068/en

IEEE: Copy

F. FARSHI, and A. KABIRI SAMANI, “DEPTH-AVERAGED VELOCITY DISTRIBUTION IN SMOOTH TRAPEZOIDAL AND RECTANGULAR OPEN CHANNELS WITH THE BEST HYDRAULIC SECTION,” WATER AND WASTEWATER, vol. 25, no. 1 (89), pp. 111–121, 2014, [Online]. Available: https://sid.ir/paper/104068/en

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