The Hydrostatic Equation and Adiabatic Processes

2021 ◽  
pp. 61-66
Author(s):  
Robert V. Rohli ◽  
Chunyan Li
Author(s):  
Marcel Escudier

The three fundamental principles for the variation of static pressure p throughout a body of fluid at rest are (a) the pressure at a point is the same in all directions (Pascal’s law), (b) the pressure is the same at all points on the same horizontal level, and (c) the pressure increases with depth z according to the hydrostatic equation. dp/dz= ρ‎g For a fluid with constant density ρ‎, the increase in pressure over a depth increase h is ρ‎gh, a result which can be used to analyse the response of simple barometers and manometers to applied pressure changes and differences. In situations where very large changes in pressure occur an equation of state may be required to relate pressure and density together with an assumption about the fluid temperature. The hydrostatic equation is still valid but more difficult to integrate, as illustrated by consideration of the earth’s atmosphere.


2015 ◽  
Vol 114 (12) ◽  
Author(s):  
Ignacio A. Martínez ◽  
Édgar Roldán ◽  
Luis Dinis ◽  
Dmitri Petrov ◽  
Raúl A. Rica

Physica ◽  
1964 ◽  
Vol 30 (4) ◽  
pp. 818-824 ◽  
Author(s):  
M.J. Klein ◽  
R.D. Mountain

2021 ◽  
Vol 2119 (1) ◽  
pp. 012056
Author(s):  
P I Geshev

Abstract The bridge consists of liquid held by surface tension forces between two inclined tubes in an LNG heat exchanger. The shape of the bridge is calculated by the hydrostatic equation, which is reduced to a nonlinear integral equation and resolved by the Newton method. The velocity and temperature fields in the bridge are described by the Navier-Stokes and energy equations, respectively. They are reduced to the boundary integral equations and calculated by the method of boundary elements. Heat transfer coefficient is calculated for evaporating bridge and the length of total bridge evaporation is estimated.


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