## A Treatise on Hydrostatics and Hydrodynamics |

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acting action angle angular axes axis base body Cambridge centre centre of gravity closed condition cone consider constant containing continuity curve cylinder density depth determine differential diminished direction displaced distance disturbance dx dy elastic element equal equal pressure equation equilibrium Examples expression fixed floats fluid follows force function given Hence homogeneous horizontal immersed increase initial length mass measured motion moving normal observed obtained orifice origin oscillations parallel particles passing perpendicular placed plane portion position possible pressure Problems produced quantity radius ratio respectively rest resultant Second Edition Sermons shew side solid sound sphere string suppose surface taking temperature tension Treatise tube University varies velocity vertical vessel vibrations volume wave weight whole

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Page 244 - PEARSON, DD, late Lord Bishop of Chester. Compiled, with some additional matter occasionally interspersed, for the use of the Students of Bishop's College, Calcutta, by WH MILL, DD late Principal of Bishop's College, and Regius Professor of Hebrew in the University of Cambridge.

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Page 160 - An infinite mass of homogeneous incompressible fluid acted upon by no forces is at rest, and a spherical portion of the fluid is suddenly annihilated ; it is required to find the instantaneous alteration of pressure at any point of the mass, and the time in which the cavity will be filled up, the pressure at an infinite distance being supposed to remain constant.

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Page 247 - The Geometrical Construction of a Conic Section, subject to Five Conditions of passing through given Points and touching given Straight Lines, deduced from the Properties of Involution and Anharmonic Ratio ; with a variety of General Properties of Curves of the Second Order.