Transactions of the American Society of Civil Engineers, Volume 85
Vols. 29-30 contain papers of the International Engineering Congress, Chicago, 1893; v. 54, pts. A-F, papers of the International Engineering Congress, St. Louis, 1904.
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action annual appear applied approximately arch dams Arkansas River assumed average base capacity carried channel comparatively considerable considered construction cost cracks Creek crown curve deflection determined discharge discussion drainage effect elevation ends engineers entirely Equation estimated existing facilities fact factor feet fixed flood flow formula gauge give given greater handling important increase indicate intensity interest June known less load maximum mean measured method miles mountain normal observations obtained occurred odors operation peak period port possible practically present pressure probable problem Pueblo railroad rain rainfall records relation reservoir River run-off seasonal sec-ft ship shown side stations storage storm stream stresses Table taken temperature terminal tion transportation United various water-shed writer York