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Asphalted cast iron

The relative roughness is expressed as E D, where E = the surface roughness and D = the internal pipe diameter. Typical values of E D are 0.0015 for drawn tubing, 0.046 for commercial steel and 0.12 for asphalted cast iron. [Pg.291]

Reynolds, K.C. (1925). A study of the value of the coefficient and exponents of a certain formula for the flow of water in asphalted cast-iron pipes. MS Thesis. MTI Cambridge MA. Reynolds, K.C. (1929). Notes on laws of hydraulic similitude as appHedto experiments of models. [Pg.737]

See other pages where Asphalted cast iron is mentioned: [Pg.636]    [Pg.605]    [Pg.56]    [Pg.172]    [Pg.69]    [Pg.73]    [Pg.94]    [Pg.10]    [Pg.605]    [Pg.461]    [Pg.457]    [Pg.94]    [Pg.92]    [Pg.94]    [Pg.94]    [Pg.73]    [Pg.783]    [Pg.109]    [Pg.158]    [Pg.326]    [Pg.791]    [Pg.192]    [Pg.69]    [Pg.640]    [Pg.88]    [Pg.60]    [Pg.637]    [Pg.105]    [Pg.501]    [Pg.135]   
See also in sourсe #XX -- [ Pg.501 ]



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