Elementary Hydrostatics: With Numerous ExamplesMacmillan and Company, 1866 - 155 σελίδες |
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Σελίδα
... vertical and horizontal ; pressure at a point in a heavy fluid , 13 ; pressure uniform in the same horizontal plane , 14 ; free surface horizontal , 15 ; common surface of two fluids which do not mix , 16 ; heights of the free surfaces ...
... vertical and horizontal ; pressure at a point in a heavy fluid , 13 ; pressure uniform in the same horizontal plane , 14 ; free surface horizontal , 15 ; common surface of two fluids which do not mix , 16 ; heights of the free surfaces ...
Σελίδα
... vertical and horizontal ; pressure at a point in a heavy fluid , 13 ; pressure uniform in the same horizontal plane , 14 ; free surface horizontal , 15 ; common surface of two fluids which do not mix , 16 ; heights of the free surfaces ...
... vertical and horizontal ; pressure at a point in a heavy fluid , 13 ; pressure uniform in the same horizontal plane , 14 ; free surface horizontal , 15 ; common surface of two fluids which do not mix , 16 ; heights of the free surfaces ...
Σελίδα 12
... vertical distance below the surface . [ DEFINITIONS . The vertical line at any given place is the direction of gravity at that place . It can , therefore , be prac- tically defined as the direction of a plumb - line at rest under the ...
... vertical distance below the surface . [ DEFINITIONS . The vertical line at any given place is the direction of gravity at that place . It can , therefore , be prac- tically defined as the direction of a plumb - line at rest under the ...
Σελίδα 13
... vertical and horizontal forces must be separately in equilibrium , and hence the pressure on the base equals the weight of the prism . Since a is very small the pressure upon it may be con- sidered uniform throughout its area , because ...
... vertical and horizontal forces must be separately in equilibrium , and hence the pressure on the base equals the weight of the prism . Since a is very small the pressure upon it may be con- sidered uniform throughout its area , because ...
Σελίδα 14
... vertically downwards , and therefore also perpendicular to PQ ; therefore resolving along PQ the pressures upon the two ends , which are the only forces in this direction , must counteract each other . Let p and q be the pressures 14 ...
... vertically downwards , and therefore also perpendicular to PQ ; therefore resolving along PQ the pressures upon the two ends , which are the only forces in this direction , must counteract each other . Let p and q be the pressures 14 ...
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Elementary Hydrostatics: With Numerous Examples. Fourth Edition Sir John Budd Phear Δεν υπάρχει διαθέσιμη προεπισκόπηση - 2017 |
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Algebra angular velocity ARITHMETIC atmospheric pressure axis barometer BEGINNERS body Boyle's law Cambridge center of gravity Christ's College CLASS-BOOK cloth column condensed cone CONIC SECTIONS contains Crown 8vo cubic foot cylinder density depth elastic fluids ELEMENTARY TREATISE endeavoured English equal equation equilibrium Examination Papers explain Extra fcap find the specific floats fluid displaced force gases GEOMETRY given Grammar Greek heat hence horizontal plane Hydrometer HYDROSTATICS Illustrations immersed inches John's College late Fellow Latin latus rectum liquid mass Mathematical mercury method normal pressure Notes numerous Examples Owens College paraboloid particles piston portion principles Professor quantity radius ratio render resultant revised Schools Second Edition shew solid specific gravity standard substance steam stroke student substance supposed surface temperature tension thermometer tion tube uniform Uppingham School valve vapour vertical vessel volume
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