The Graphical Solution of Hydraulic Problems: Treating of the Flow of Water ...
The Graphical Solution of Hydraulic Problems: Treating of the Flow of Water ...
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FLOW OF WATER IN CHANNELS.
The engineer meets many problems connected with the flow of water in channels of other than circular sections. There is such variety in the shape of these sections that it is impracticable to construct diagrams for any special forms, ranging as they do from an egg-shaped sewer to a canal of trapezoidal section in earth. Instead of trying to treat these forms (except that of circular pipe-sewers) on special diagrams, a gen- eral diagram is constructed which gives the v...alues of V = velocity per second, s = slope or fall per i coo,, and r = hydraulic mean radius. When any two of these three elements of the problem are known, the third can be read from the diagram. Thus all problems of flow in channels of any section can be readily solved.
The basis of these diagrams (Nos. 25 and 26) is the Chezy formula: v = c{rsy'^f as in the case of circular pipes. For channels, however, the value of the coeffi- cient c is found by Kutter's formula, which is 1. 81 1 , , , .00281 — — + 4I.6H — - all symbols having the meaning given in Chapter II.
What to read after The Graphical Solution of Hydraulic Problems: Treating of the Flow of Water ...?
You can find similar books in the "Read Also" column, or choose other free books by Coffin, Freeman Clarke to read onlineMoreLess
To quickly assess the difficulty of the text, read a short excerpt:
FLOW OF WATER IN CHANNELS.
The engineer meets many problems connected with the flow of water in channels of other than circular sections. There is such variety in the shape of these sections that it is impracticable to construct diagrams for any special forms, ranging as they do from an egg-shaped sewer to a canal of trapezoidal section in earth. Instead of trying to treat these forms (except that of circular pipe-sewers) on special diagrams, a gen- eral diagram is constructed which gives the v...alues of V = velocity per second, s = slope or fall per i coo,, and r = hydraulic mean radius. When any two of these three elements of the problem are known, the third can be read from the diagram. Thus all problems of flow in channels of any section can be readily solved.
The basis of these diagrams (Nos. 25 and 26) is the Chezy formula: v = c{rsy'^f as in the case of circular pipes. For channels, however, the value of the coeffi- cient c is found by Kutter's formula, which is 1. 81 1 , , , .00281 — — + 4I.6H — - all symbols having the meaning given in Chapter II.
What to read after The Graphical Solution of Hydraulic Problems: Treating of the Flow of Water ...?
You can find similar books in the "Read Also" column, or choose other free books by Coffin, Freeman Clarke to read onlineMoreLess
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