- •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
56. Relation between specific speed and efficiency
Different impeller designs and different specific speeds must evidently affect pump efficiency. The degree of these effects, however, is different for hydraulic, volumetric and mechanical efficiency.
Hydraulic efficiency, experiments show, hardly changes with ns and is much more dependent on the roughness of the flow passages and pump size. Volumetric and mechanical efficiency, on the other hand, is substantially affected when ns approaches its lower limit.
With the specific speed decreasing the relative loss of power duo to impeller friction increases markedly, with a resulting reduction in the mechanical efficiency of a pump. Internal flow through spaces also increases, relative leakage rises and volumetric efficiency falls.
Thus, the overall efficiency of a centrifugal pump with a low specific speed is relatively lower, decreasing as ns decreases. This sots a lower limit for n imposed by efficiency considerations. These, of course, will depend on the application and working conditions of the pump.
The formulas for relative energy losses in pumps and corresponding efficiencies as functions of specific speed developed below can be used to determine the minimum permissible specific speed and also to facilitate efficiency estimates for different values of ns.
We shall first investigate relative leakage through pump clearances and determine volumetric efficiency.
Flow through clearance spaces (leakage) can be expressed according to the common flow equation:
where μ = coefficient of discharge for flow through clearance space. For common clearances μ = 0.4-0.5, for special labyrinth clearances μ=0.3;
Hci = head of flow through clearance;
S = clearance space area. For open (unshrouded) impellers
where Dci = diameter of clearance space;
δ = clearance, assumed proportional to Dcl .
The value of Hcl can be found as the difference between the pressure head developed by the impeller (i. e., tho head H for a finite number of vanes, with hydraulic losses taken into account) minus the pressure drop in the clearance space between impeller and casing due to fluid rotation. As one of the wearing surfaces is at rest and the other is moving, it is commonly assumed that the fluid is rotating at half the speed of the impeller.
Using Eq. (3.3) for the pressure in the fluid at relative rest and taking into account the foregoing considerations, we have
The head Hcl can be assumed approximately proportional to the delivered head and expressed in the form
where kc, = 0.6-0.85.
The clearance space diameter is approximately equal to the eye diameter D9 which, as will be shown in the following sections, must be made equal to
where k0 = 4.2-4.5.
Substituting these values into the leakage equation, determine the ratio of the leakage to the normal discharge as a function of the specific speed. We have
Taking into account the expression for specific speed (12.38), we obtain
where
At m = 300, u. = 0.5, kcl = 0.8 and k0 = 4.5, the constant A ≈ 1. For this value of A there is plotted on the diagram in Fig. 147 the dependence of the relative leakage in an open impeller as a function of the specific speed.The curve illustrates graphically how the importance of leakage grows with the specific speed decreasing. For a closed impeller A is twice as much.
The volumetric efficiency of a pump can be expressed in terms of the specific speed by the formula
The volumetric efficiency curve is also given in Fig. 147.
Friction between impeller shroud and fluid usually occurs when the flow is turbulent, and the shearing stress т can therefore be assumed proportional to the product of the specific weight of the fluid times the velocity head, just as in turbulent pipe flow. In this case, however, the velocity head must be expressed in terms of the peripheral speed of the impeller, which is proportional to the radius. Thus,
where cj == dimensionless proportionality coefficient called the friction coefficient.
The loss of power due to friction between the impeller shroud and the fluid can be computed by integrating the expression for the differential friction moment multiplied by the angular velocity of rotation of the impeller:
where dS = differential area equal to 2nrdr, r = running radius; к = coefficient taking into account the proportion of thp total shroud area exposed to friction; usually 1 < к < 2.
Substituting the previous expression for x and taking into account that и = ωr, and assuming that to a first approximation the coefficient of friction cj in turbulent flow is constant for the whole shroud surface, the integration can be carried out in the form
Or
where С = constant including all numerical coefficients as well as k, and other constants.
Investigations show that for approximate calculations for highly finished surfaces it can be assumed that С = 1.2 X 10-6 in the MKS system of units; Nj in this case is expressed in horsepower.
Determine the ratio of the friction horsepower to the hydraulic horsepower of the pump (see Sec. 53):
Now express the impeller diameter D in terms of the peripheral velocity us and the speed of rotation n, and the peripheral velocity in terms of head from the expressions
whence
Substituting into the basic equation, we obtain
or, introducing the specific speed ns and using the foregoing expression for ηv in terms of ns
(12.41)
where
At k1 =1.2, ηh =0.8 and C=1.2x10-6 B = 377.
The curve of as a function ofns for the determined values of В and for A ≈1 is presented in Fig.148, which shows graphically how the relative horsepower loss due to friction between the fluid and the impeller shrouds increases when the specific speed decreases.
To go over from to the mechanical efficiency we regard the latter as aproduct
where ηm = efficiency taking into account power loss due to friction between impeller shroud and fluid, whence
(12.42)
η``m = efficiency taking into account friction in packings and bearings and equal to
In the latter expression is the loss of power due to friction in the packings and bearings and No is the total shaft power of the pump:
Using the dependence of on the specific speed presented above, it is possible to plot η`m as a function of ns for the given values of the constants A and B.
The factor η``m can be assumed to be independent of ns and equal to about 0.95.
The curve showing the drop in η`m with ns decreasing is presented in the diagram in Fig. 148.
It should be borne in mind that by judicious design of the passages leading from the clearance between the impeller and casing wearing surfaces to the volute (of the order of 3 per cent of the impeller diameter on each side) a part of the energy dissipated in friction can be restored by utilising the kinetic energy of the fluid carried along by the impeller shroud. The actual mechanical efficiency may therefore be slightly higher than the rated value.
In using the plotted curves of and ηm as a function of nst their approximate nature should be borne in mind. To obtain more accurate values of these quantities the values of the constants A and В must be computed each time for the specific data.
It is practically impossible to offer an analytical expression tor the total hydraulic losses inside a pump, and consequently for ηh, as this quantity depends on a number of factors the effects of which are poorly known. For high-head (low-speed) impellers the hydraulic efficiency may vary from 0.7 to 0.9, the lower limit referring to small values of ns and small impeller diameters of the order D = 100-200 mm, and the upper limit corresponding to ns = 90-120 and D = 500-600 mm.