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Information Journal Paper

Title

A STUDY OF THE EFFECT OF THE BED SLOPE ON THE ANALYSIS OF DAM-BREAK PROBLEM

Pages

  1-9

Abstract

 The purpose of this paper is based on two areas. The statistical analysis of ruptures of major high dams, obtained from extensive consultation of the technical literature is the main focus. It analyzes these accidents according to Frequency, causes, chronicle and geographic distribution; and the distribution depending on the age and type of dam. It proposes an evaluation of the hazards due to dam failure and examines the consequences of these accidents, such as number of victim. The second goal is to solve the equations governing one dimensional unsteady flow in a sloping channel. To this aim the governing equations on dimension less characteristics form has been transformed by choosing the convenient reference variables. Then the outcome has been solved analytically. The calculated solution for hydraulic quantities such as the positive and negative wave front evolution, the trace of the maximum heights, and the time height variation at a given downstream station are represented on applicable dimensionless plotting form, and compared with experimental data available in the technical literature. It is shown that the wave front celerities are sensitive to BED SLOPE channel and are increased by increasing its values.

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    APA: Copy

    HASANZADEH, Y., RANJBARI, A., & RANJINEH KHOJASTEH, A.. (2004). A STUDY OF THE EFFECT OF THE BED SLOPE ON THE ANALYSIS OF DAM-BREAK PROBLEM. JOURNAL OF FACULTY OF ENGINEERING (UNIVERSITY OF TABRIZ), 29(3 (33) Civil Engineering), 1-9. SID. https://sid.ir/paper/43832/en

    Vancouver: Copy

    HASANZADEH Y., RANJBARI A., RANJINEH KHOJASTEH A.. A STUDY OF THE EFFECT OF THE BED SLOPE ON THE ANALYSIS OF DAM-BREAK PROBLEM. JOURNAL OF FACULTY OF ENGINEERING (UNIVERSITY OF TABRIZ)[Internet]. 2004;29(3 (33) Civil Engineering):1-9. Available from: https://sid.ir/paper/43832/en

    IEEE: Copy

    Y. HASANZADEH, A. RANJBARI, and A. RANJINEH KHOJASTEH, “A STUDY OF THE EFFECT OF THE BED SLOPE ON THE ANALYSIS OF DAM-BREAK PROBLEM,” JOURNAL OF FACULTY OF ENGINEERING (UNIVERSITY OF TABRIZ), vol. 29, no. 3 (33) Civil Engineering, pp. 1–9, 2004, [Online]. Available: https://sid.ir/paper/43832/en

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