Worthen, William Ezra, 1819-1897, [from old catalog] ed · New York, Appleton · leaf 837
the entire section. Surfacevelocities only to be considered as loose approximations, as they are very much influencedby the direction and strength of the wind and the uniformities of flow in the differentsections and diversions or eddies. The miners inch is designated as the flow through one square… … 3 a ^ FfG. 1866. FLOW OF WATER IN PIPES AND CONDUITS. The general formula for the flow of water in all channels is v = c |/^s, in which xi isthe velocity, c a coefficient determined for the particular form of channel, R thehydraulic mean depth—that is, the area of water cross-section—divided by its…
Mechanical drawing
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