DESIGN OF DRAINAGE SYSTEMS FOR PERMEADLE ABUTMENT OF EARTH DAMS

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SHAMSAEI A.; SABZEVARI T.

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Journal: Sharif Journal of Civil Engineering Year:2004 | Volume:20 | Issue:27 Page(s): 70-76

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Title

DESIGN OF DRAINAGE SYSTEMS FOR PERMEADLE ABUTMENT OF EARTH DAMS

Author(s)

SHAMSAEI A. | SABZEVARI T. | Issue Writer Certificate

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Abstract

In the design of earth dams, the abutment of the dam may be a hill with high permeability. The head at the dam upstream controls the flow rate through the abutment. High seepage through the abutment may cause dangerous stability problems. One of the most important problems in the design of drainage systems is the calculation of the seepage through the abutment of the dam. For the drainage of permeable abutment of earth dams, drain pipe or drain channel (filled by drainage materials) can be used in a proper place in downstream slope of abutment. In this study, for drainage of abutment of the berenjestanak eathdam, the method of drain channel at the downstream slope of abutment have been used for determining the location and characteristics of the drain, MSEEP software has been used. To reduce the seepage surface in downstream slope of abutment and increase the flow rate through the drain, the size of this drain channel is calculated as 2mx3m with 0.05m/s for coefficient of hydraulic conductivity. The best place for constructing the drain channel is the lowest position of the seepage surface.

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APA: Copy

SHAMSAEI, A., & SABZEVARI, T.. (2004). DESIGN OF DRAINAGE SYSTEMS FOR PERMEADLE ABUTMENT OF EARTH DAMS. SHARIF: CIVIL ENINEERING, 20(27), 70-76. SID. https://sid.ir/paper/128242/en

Vancouver: Copy

SHAMSAEI A., SABZEVARI T.. DESIGN OF DRAINAGE SYSTEMS FOR PERMEADLE ABUTMENT OF EARTH DAMS. SHARIF: CIVIL ENINEERING[Internet]. 2004;20(27):70-76. Available from: https://sid.ir/paper/128242/en

IEEE: Copy

A. SHAMSAEI, and T. SABZEVARI, “DESIGN OF DRAINAGE SYSTEMS FOR PERMEADLE ABUTMENT OF EARTH DAMS,” SHARIF: CIVIL ENINEERING, vol. 20, no. 27, pp. 70–76, 2004, [Online]. Available: https://sid.ir/paper/128242/en

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