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, K. A., A. (2008). MATHEMATICAL MODEL FOR ESTIMATING SCOUR DOWNSTREAM WEIRS. JES. Journal of Engineering Sciences, 36(No 2), 285-294. doi: 10.21608/jesaun.2008.115619
Amen , K. A.. "MATHEMATICAL MODEL FOR ESTIMATING SCOUR DOWNSTREAM WEIRS". JES. Journal of Engineering Sciences, 36, No 2, 2008, 285-294. doi: 10.21608/jesaun.2008.115619
, K. A., A. (2008). 'MATHEMATICAL MODEL FOR ESTIMATING SCOUR DOWNSTREAM WEIRS', JES. Journal of Engineering Sciences, 36(No 2), pp. 285-294. doi: 10.21608/jesaun.2008.115619
, K. A., A. MATHEMATICAL MODEL FOR ESTIMATING SCOUR DOWNSTREAM WEIRS. JES. Journal of Engineering Sciences, 2008; 36(No 2): 285-294. doi: 10.21608/jesaun.2008.115619

MATHEMATICAL MODEL FOR ESTIMATING SCOUR DOWNSTREAM WEIRS

Article 1, Volume 36, No 2, March and April 2008, Page 285-294  XML PDF (554.77 K)
Document Type: Research Paper
DOI: 10.21608/jesaun.2008.115619
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Author
Amen , K. A.
Civil Engineering Department, Faculty of Engineering, Assiut University Assiut, Egypt
Abstract
The main objective of this research study is to simulate the scour process downstream the weirs with mathematical models for non-cohesive bed material. The basis for simulating the mobile bed is the solution of the equation for continuity of sediment by using the finite deference. Transport capacity is calculated at each cross section by using Hydraulic data obtained during the calculation of water surface profiles ( e.g. , width, depth, slope, and velocity of flow ).The results of the developed mathematical model proved that the technique is reliable in predicting the scour profile downstream weirs compared to the results of experimental data.
Main Subjects
Civil Engineering: structural, Geotechnical, reinforced concrete and steel structures, Surveying, Road and traffic engineering, water resources, Irrigation structures, Environmental and sanitary engineering, Hydraulic, Railway, construction Management.
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