Nystrom, John W. (John William), 1824-1885 · Philadelphia, J.B. Lippincott · leaf 240
tosink 2 feet, when the orifice a = 0*212 square feet. AQi-«) = 6(5-8) = 5.66< 2-b2a(yh+y?v 2*52X0*212(]/5+y/3) Motion of Water in Pipes* Letters denote. L = extreme length of the pipe in feet. d = inside diameter in feet, and uniform throughout the length L. Example 4. Fig. 287. What will be… … 284. 7=8-02 %/F Q^mat8-02 vT= 5-05 a * VF G^Zlll at\Th, m = 0-63, ,q* /et = 0-967 A , A = 25-5 a31* 285.F= 1-015 Vr q=ai 1 i- *-«ra
Mechanical engineering · Engineering
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