130718487 Solution Manual Fluid Mechanics 4th Edition Frank M White

December 11, 2017 | Author: Luis Alfredo Poaquiza | Category: Fluid Mechanics, Mechanics, Fluid Dynamics, Dynamics (Mechanics), Soft Matter
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7

Chapter 1 • Introduction

1.13

The efficiency η of a pump is defined as

η=

Q∆p Input Power

where Q is volume flow and ∆p the pressure rise produced by the pump. What is η if ∆p = 35 psi, Q = 40 L/s, and the input power is 16 horsepower? Solution: The student should perhaps verify that Q∆p has units of power, so that η is a dimensionless ratio. Then convert everything to consistent units, for example, BG: lbf

lbf Q = 40 = 1.41 ; s s ∆p = 35 = 5040 in

L

ft

2

ft⋅lbf

2

ft

2;

Power = 16(550) = 8800

s

3

(1.41 ft /s)(5040 lbf/ft 2 ) ≈ 0.81 or 8800 ft⋅lbf/s

η= 81% Ans.

3

Similarly, one could convert to SI units: Q = 0.04 m /s, ∆p = 241300 Pa, and input power = 16(745.7) = 11930 W, thus h = (0.04)(241300)/(11930) = 0.81. Ans.

1.14 The volume flow Q over a dam is proportional to dam width B and also varies with gravity g and excess water height H upstream, as shown in Fig. P1.14. What is the only possible dimensionally homogeneous relation for this flow rate? Solution: form:

So

far

we

know

that Q = B fcn(H,g). Write this in dimensional

Fig. P1.14 3

{Q} =

L T

= {B}{f (H,g)} = {L}{f (H,g)}, 2

or: {f (H,g)} =

L T

2

So the function fcn(H,g) must provide dimensions of {L /T}, but only g contains time. 1/2 Therefore g must enter in the form g to accomplish this. The relation is now

1/2

3

Q = Bg fcn(H), 8

1/2

3/2

or: {L /T} = {L}{L /T}{fcn(H)},

or: {fcn(H)} = {L }

Solutions Manual • Fluid Mechanics, Fifth

Edition 3/2

In order for fcn(H) to provide dimensions of {L }, the function must be a 3/2 power. Thus the final desired homogeneous relation for dam flow is: 1/2

3/2

Q = CBg H ,

where C is a dimensionless constant

Ans.

1.15 As a practical application of Fig. P1.14, often termed a sharp-crested weir, civil 3/2 3 engineers use the following formula for flow rate: Q ≈ 3.3 BH , with Q in ft /s and B and H in feet. Is this formula dimensionally homogeneous? If not, try to explain the difficulty and how it might be converted to a more homogeneous form. Solution: Clearly the formula cannot be dimensionally homogeneous, because B and H do not contain the dimension time. The formula would be invalid for anything except English units (ft, sec). By comparing with the answer to Prob. 1.14 just above, we see that the constant “3.3” hides the square root of the acceleration of gravity.

1.16

+ x

Test the dimensional homogeneity of the boundary-layer x-momentum equation:

ρu

∂τ

∂u

+ ρv

∂x

∂u

∂y

=−

∂p

+ ρg

∂x

∂y Solution: This equation, like all theoretical partial differential equations in mechanics, is dimensionally homogeneous. Test each term in sequence:

∂u ∂u ρu = ρv M / LT 2 M ∂p = = ∂y 3 L T L 2 2 L T 2 2 L T

∂x

M L L/T =

=

∂x =

=

M

;

∂x

L M L

∂τ 2 M/ LT

=

M

M

{ρ g x } =

; L

2

L T –2

2

2

L T

2

–2

All terms have dimension {ML T }. This equation may use any consistent units.

1.17

Investigate the consistency of the Hazen-Williams formula from hydraulics:

3

L T

2

Q = 61.9D2.63 0.54

∆p L

What are the dimensions of the constant “61.9”? Can this equation be used with confidence for a variety of liquids and gases?

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