- •Chapter I introduction
- •1. The subject of hydraulics
- •2. Historical background
- •3. Forces acting on a fluid. Pressure
- •4. Properties of liquids
- •Chapter II hydrostatics.
- •5. Hydrostatic pressure
- •6. The basic hydrostatic equation
- •7. Pressure head. Vacuum. Pressure measurement
- •8. Fluid pressure on a plane surface
- •Fig. 12. Pressure distribution on a rectangular wall
- •9. Fluid pressure on cylindrical and spherical surfaces. Buoyancy and floatation
- •Fig. 18. Automatic relief valve.
- •Relative rest of a liquid
- •10. Basic concepts
- •11. Liquid in a vessel moving with uniform acceleration in a straight line
- •12. Liquid in a uniformly rotating vessel
- •The basic equations of hydraulics
- •13. Fundamental concepts
- •14. Rate of discharge. Equation of continuity
- •15. Bernoulli's equation for a stream tube of an ideal liquid
- •16. Bernoulli's equation for real flow
- •17. Mead losses (general considerations)
- •18. Examples of application of bernoulli's equation to engineering problems
- •Chapter V flow through pipes. Hydrodynamic similarity
- •19. Flow through pipes
- •20. Hydrodynamic similarity
- •21. Cavitati0n
- •Chapter VI laminar flow
- •22.Laminar flow in circular pipes
- •23. Entrance conditions in laminar flow. The α coefficient
- •24. Laminar flow between parallel boundaries
- •Chapter VII turbulent flow
- •25. Turbulent flow in smooth pipes
- •26. Turbulent flow in rough pipes
- •27. Turbulent flow in noncircular pipes
- •Chapter VIII local features and minor losses
- •28. General considerations concerning local features in pipes
- •29. Abrupt expansion
- •30. Gradual expansion
- •31. Pipe contraction
- •32. Pipe bends
- •33. Local disturbances in laminar flow
- •34. Local features in aircraft hydraulic systems
- •Chapter IX flow through orifices, tubes and nozzles
- •35. Sharp-edged orifice in thin wall
- •36. Suppressed contraction. Submerged jet
- •37. Flow through tubes and nozzles
- •38. Discharge with varying head (emptying of vessels)
- •39. Injectors
- •Relative motion and unsteady pipe flow
- •40. Bernoulli's equation for relative motion
- •41. Unsteady flow through pipes
- •42. Water hammer in pipes
- •Chapter XI calculation of pipelines
- •43. Plain pipeline
- •44. Siphon
- •45. Compound pipes in series and in parallel
- •46. Calculation of branching and composite pipelines
- •47. Pipeline with pump
- •Chapter XII centrifugal pumps
- •48. General concepts
- •49. The basic equation for centrifugal pumps
- •50. Characteristics of ideal pump. Degree of reaction
- •51. Impeller with finite number of vanes
- •52. Hydraulic losses in pump. Plotting rated characteristic curve
- •53. Pump efficiency
- •54. Similarity formulas
- •55. Specific speed and its relation to impeller geometry
- •56. Relation between specific speed and efficiency
- •57. Cavitation conditions for centrifugal pumps (according to s.S. Rudnev)
- •58. Calculation of volute casing
- •59. Selection of pump type. Special features of centrifugal pumps used in aeronautical and rocket engineering
18. Examples of application of bernoulli's equation to engineering problems
Bernoulli's equation is. an expression of the basic law of steady flow. It can be used in the form developed here to investigate and analyse the work of a number of devices whose design is based on this fundamental law. Let us consider some of them.
The venluri meter{Fig, 32) is used to measure pipe flow. It consists of a tube with a conical entrance and constricted throat {the nozzle) followed by a gradually diverging portion fthediffuser). In the converging portion the velocity of the flow increases and the pressure decreases. The pressure drop is measured by means of a pair of piezometer tubes or a U-tube differential gauge. The relation between the pressure drop and the rate of discharge is found as follows.
Let the velocity of flow at section 1-1 immediately beforef-the nozzle be vv The pressure p, and the cfoss-seetional area S1; at the throat 2-2 the cross-sectional area is S1 and the velocity and pressure v and pf respectively. The difference between the levels in the piezometer tubes at the respective sections is .
Assuming a uniform velocity distribution, write Bernoulli's equation andthe'continuity equation for the two cross-sections:
where ht = loss of head between sections 1-1 and 2-2.
Taking into account that
and
we can use these equations to determine one of the velocities, say v%. We have
whence the volume rate of discharge is
(4.21)
or
is a constant for the given meter;
Knowing С and observing the piezometer [readings, it is easy to determine the rate of discharge at anympnient of time from Eq. (4.21). The constant С can be computed theoretically, but greater accuracy is obtained by experiment, that is, by calibrating the meter. .
The relation between and Q is that of a parabolic function, and the square of the rate of discharge laid off on the axis of abscissas gives a straight line.
Often a differential mercury gauge is used instead of a pair of piezometer tubes to measure the pressure drop (see Fig. 32). Taking into account that the liquid above the mercury is the same in both limbs and its specific weight is y,we can write
Incidentally, a diffuser is not essential for flow measurement, and a flow nozzle alone placed inside a pipe (Fig. 33a) or between flanges (Fig. ЗЩ can be used. In this case the convergence of the flow is gradual, as in the case of a venturi meter, but the divergence beyond the nozzle is abrupt and eddies form. The resistance of a flow nozzle is greater than that of a venturi meter with a diffuser.
Another instrument for measuring fluid flow is an orifice meter (Fig. 33c). Owing to additional compression experienced by the fluid, the stream is nar rowest a bit downstream from the orifice and its diameter is slightly less than the orifice diameter.
Equation (4.21'} is valid for these flow meters, with correction coefficients available for standard-type flow meters in relevant- handbooks.
2. Carburettors (Fig. 34) are used in reciprocating internal-combustion en gines to meter, atomise and mix the fuel with air. The stream of air passes through a venturi. tube m which a fuel jet is placed: The velocity, of the air increases in the venturi and the pressure drops according to Bernoulli's equation. The reduc tion in pressure at the venturi throat causes fuel to flow tnrough the fuel jet into tbe.air stream;
Let us find the relation between the weight rate of discharge of the fuel (gasoline) Gg and air Ga if the dimensions D and d and the loss coefficients ξa of the venturi throat and ξa of the jet are known (neglecting the - resistance of the gasoline supply pipe).
Writing Bernoulli's equation for the air stream (sections 0-0 and 2-2) and for the gasoline stream (sections 1-1 and 2-2), we obtain (at z, = z% and a ε 1)
whence
As the weight rates of discharge are
and
we obtain
This vacuum causes the liquid in the bottom reservoir to rise along pipe D to the suction chamber where it is entrained by the stream issuing from the nozzle. Ejectors are used in various machines, notably in liquid-propellant rocket motors.
4. A Pi tot tube (Fig. 36) is used to measure flow velocity. Let a liquid be flowing in an open channel with a velocity v. If a bent tube is immersed with the opening facing the flow as shown, the liquid will rise in the vertical limb above the free surface to a height equal to the velocity head. This is because the veloc ity of the liquid particles entering the Pitot tube at point A (the stagnation point) is
zero and, consequently, the pressure increases by the value of the velocity head. By observing the height of the liquid in the tube the velocity may be calculated.
The measurement of the velocity of a flying aircraft is based on the same principle. Fig. 37 presents a schematic drawing of a Pitot tube for measuring velocities comparable with the speed of sound.
Let us write Bernoulli's equation for an elementary stream tube approaching the Pitot tube along its centre line and flowing about it. Taking sections 0-0 (the undisturbed stream) and 1-1 (where v = 0), we have
As the pressure at the side openings is approximately that of the undisturbed stream, Consequently, from the foregoing we have
5. Tank pressurisation (Fig. 38) is widely employed in aircraft to increase the pressure in fuel and other tanks. At low flight velocities the gauge pressure in the tank is approximately equal to the dynamic pressure as calculated from the velocity of flight and air densitx.