Determination of Stresses on Anchor Blocks

by M.R. Bouchayer,


Serial Information: Journal of the Power Division, 1959, Vol. 85, Issue 6, Pg. 121-162


Document Type: Journal Paper

Abstract: Mathematical formula is given for design of penstock anchorages; more accurate determination of operating forces provides more economic system; discussion of pipe lines above ground, buried pipe lines, concreted pipe lines, and pipe lines in tunnel; factors in calculation are weight of filled and empty pipe line, hydraulic, thermal, and frictional forces.

Subject Headings: Hydraulic design | Economic factors | Concrete pipes | Mathematics | Pipeline design | Conduits | Anchorages

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