Design bases and implication points of the rock-cement diversion dams

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Title	Design bases and implication points of the rock-cement diversion dams
Topic:	Hydraulic Structures in Rivers	Published Year:	1385
Presentation:	Poster	Published in:	[ 7th International River Engineering Conference ]
Original Language:	Persian	Full Text Size:	Not Available

Abstract of the Article

Note: English CIVILICA is in its Trial Period so Full Texts can not be provided! Persian users can download it here

Design bases and implication points of the rock-cement diversion dams

Authors:
[ Abbas Eslami ] - PhD student of Geotechnical Engineering, Shiraz University
[ Ali Reza Soltani ] - PhD student of Agricultural Engineering-water, Shiraz University

Abstract:

This paper has briefly talked about the main design point of the diversion dams including spillway and stilling basin parts, based rock-cement on hydrologic information. In this way, different static and hydrodynamic loads in different conditions (normal, abnormal, and extreme loads) were considered. Then uplift forces at spillway and stilling basin were calculated, by an approximate method. The procedure of slab thickness calculating in the stilling basin under imposed forces was described in detail. In addition, basin length and its walls height were computed based on hydraulic jump depth. Stability of spillway against sliding and overturning, also take into account. Finally, application difficulty and possible damage at the rock-cement diversion dams, mentioned and some techniques were proposed to cover the problems.

Keywords:

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