Hydraulics

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62 and C v is 0. 98 determine the diameter and velocity of the jet at the vena contracta and the discharge in cubic feet per second.
2. In Problem 1 how far from the vertical plane containing the orifice will the jet strike a horizontal plane which is 6 ft. Below the center of the orifice?
3. A sharp-edged orifice, 3 in. In diameter, lies in a horizontal plane, the jet being directed upward. If the jet rises to a height of 21. 2 ft. And the coefficient of velocity is 0. 98, what is the depth of
... the orifice below the water surface, neglecting air friction. The pressure in the jet and on the surface of the reservoir is atmospheric.
4. In Problem 3, if C c = 0. 62, what is the diameter of the jet 16 ft. Above the orifice?
6. If the orifice shown in Fig. 49, page 73, has a diameter of 2 in. And the diameter of the vena contracta is 1. 6 in. Determine the discharge if A = 3. 6 ft. , F = 0, p A =9 . 7 Ibs. Per square inch, p^ = 1. 3 Ibs. Per square inch and the head lost is 0. 8 ft.
6. A sharp-edged orifice, 4 in.


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