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A platform for research: civil engineering, architecture and urbanism
Water-hammer pressures in compound and branched pipes
Outline of general theory; fundamental equations for variable flow in closed pipes; graphical method; gate opening; compound pipes; branched pipes; surge tanks; water main with branch; effect of dead end; pipe with two branches each discharging water; penstock, turbine, and draft tube; effect of friction and velocity head. (See also - discussion n 6 June 1938 p 1232-43 and Sept p 1445-54)
Water-hammer pressures in compound and branched pipes
Outline of general theory; fundamental equations for variable flow in closed pipes; graphical method; gate opening; compound pipes; branched pipes; surge tanks; water main with branch; effect of dead end; pipe with two branches each discharging water; penstock, turbine, and draft tube; effect of friction and velocity head. (See also - discussion n 6 June 1938 p 1232-43 and Sept p 1445-54)
Water-hammer pressures in compound and branched pipes
Am Soc Civ Engrs -- Proc
Angus, R.W. (author)
1938
37 pages
Article (Journal)
English
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