Unit-6
Dimensional Analysis and Hydraulic Similitude
We make use of dimensional analysis for three prominent reasons:
Understanding dimensions is of utmost importance as it helps us in studying the
nature of physical quantities mathematically. The basic concept of dimensions is that we can add or subtract only those quantities which have same dimensions. Also, two physical quantities are equal if they have same dimensions.
Dimensional analysis is a mathematical technique used to predict physical parameters that influence the flow in fluid mechanics, heat transfer in thermodynamics, and so forth. The analysis involves the fundamental units of dimensions MLT: mass, length, and time.
A typical fluid mechanics problem typical fluid mechanics problem in which experimentation is required consider the experimentation is required consider the steady flow of an steady flow of an incompressible Newtonian fluid through a long, smooth incompressible Newtonian fluid through a long, smooth walled, horizontal, circular pipe.
The first step in the planning of an experiment to study this problem would be to decide the factors, or variables, that will have an effect on the pressure drop.
Pressure drop per unit length p f ( D , , , V )
Key Takeaway:
It the number of variables involved in a physical phenomenon are known, then the relations among variables can be determined by the two methods , mentioned below:
It is used for determining expression for variable (dependent) which depends on maximum three to four variables (independent) only.
2. Buckingham’s Pi theorem:
Several methods can be used to form the dimensionless products, or pi term, that arises in a dimensional analysis.
Regardless of the method to be used to determine the dimensionless products, one begins by listing all (dimensional) variables that are known (or believed) to affect the given flow phenomenon.
Eight steps listed below outline a recommended procedure for determining the Π terms.
Steps 1: List all the variables.
List all the dimensional variables involved.
Keep the number of variables to a minimum, so that we can minimize the amount of laboratory work.
All variables must be independent. For example, if the cross -sectional area of a pipe is an important variable, either the area or the pipe diameter could be used, but not both not both, since they are obviously not independent.
Step 2: Express each of the variables in terms of in terms of basic dimensions and find the number of reference the number of reference dimensions.
Step 3: Determine the required number of pi terms.
Let k be the number of variables in the problem.
Let r be the number of reference dimensions (primary dimensions) required to describe these variables.
The number of pi terms is k-r
Example: For pressure drop per unit length k=5, r = 3, the number of pi terms is k-r=5-3=2.
Step 4: Select number of repeating variables, where the number required is equal to the number of reference dimensions.
Step 5: Form a pi terms by multiplying one of the non repeating variables by the product of the repeating variables, each raised to an exponent that will make the combination dimensionless.
Step 6: Repeat Step 5 for each of the remaining non-repeating variables.
Step 7: Check all the resulting pi terms to make sure they are dimensionless.
Step 8: Express the final form as a relationship among the pi terms, and think about what is means.
Key Takeaways:
It the number of variables involved in a physical phenomenon are known, then the relations among variables can be determined by the two methods, mentioned below:
Similitude is a concept used in testing of engineering models. Usually it is impossible to obtain a pure theoretical solution of the hydraulic phenomenon.
Therefore, experimental investigations are often performed on small scale models, called model analysis.
A few examples, where models may be used are ships in towing basins, air plane in wind tunnels. Hydraulic turbines, centrifugal pumps, spillways of dams, river channels etc. and to study such phenomenon as the action of waves and tides of the beaches, soil erosion and transportation of sediments.
It is defined as the similarity between the models and prototype in every respect, which means model and prototype have similar properties or model and prototype are completely similar.
There are basically three types of similitude are there, which are:
It is the similarity of shape. It is said to be exist between model and prototype if ratio of the entire corresponding linear dimension in the model and prototype are equal.
Where, Lp, Bp, and Dp are the length, breadth and diameter of prototype and Lm, Bm and Dm are the corresponding parameters of model.
Lr=scale ratio
2. Kinematic Similitude:
It is the similarity of motion. It is said to exist between model and prototype if ratio of velocity and acceleration at the corresponding points in model and prototype are equal.
Where, Vp1&Vp2 and ap1& ap2 are velocity and accelerations at point 1and 2 in prototype and Vm1& Vm2 and am1 & am2 are the velocity and acceleration in model.
3. Dynamic Similitude:
It is the similarity of forces. It is said to exist between the model and prototype. If ratio of forces at the corresponding points in the model and prototype are equal.
Where 
and 
are inertia viscous and gravitational forces in prototype and 
and 
are inertia, viscous and gravitational forces in model,
is the Force ratio
Key Takeaways:
Similitude is a concept used in testing of engineering models. Usually it is impossible to obtain a pure theoretical solution of the hydraulic phenomenon.
1. Nusselt number:
Average Nusselt number:
NuL = convective heat transfer /conductive heat transfer
= ℎ𝐿/𝑘
Where, L is the characteristic length, k is the thermal conductivity of the fluid, h is the convective heat transfer coefficient of the fluid.
Selection of the characteristic length should be in the direction of growth (or thickness) of the boundary layer; some examples of characteristic length are: the outer diameter of a cylinder in (external) cross flow (perpendicular to the cylinder axis), the length of a vertical plate undergoing natural convection, or the diameter of a sphere. For complex shapes, the length may be defined as the volume of the fluid body divided by the surface area.
The thermal conductivity of the fluid is typically (but not always) evaluated at the film temperature, which for engineering purposes may be calculated as the mean-average of the bulk fluid temperature T∞ and wall surface temperature Tw.
Local Nusselt number:
Nux = hxx/k
The length x is defined to be the distance from the surface boundary to the local point of interest.
2. Prandtl number
The Prandtl number Pr is a dimensionless number, named after the German physicist Ludwig Prandtl, defined as the ratio of momentum diffusivity (kinematic viscosity) to thermal diffusivity. That is, the Prandtl number is given as:
Pr = viscous diffusion rate/ thermal diffusion rate
= ν/ α
= Cpμ /k
Where: ν: kinematic viscosity, ν = μ/ρ, (SI units: m²/s)
α: thermal diffusivity, α = k/ρCp , (SI units : m²/s)
μ: dynamic viscosity, (SI units : Pa ∗ s = N ∗ s/m²)
k: thermal conductivity, (SI units : W/ m∗K )
Cp: specific heat, (SI units: J/kg∗K )
ρ: density, (SI units : kg/m³).
3. Reynolds number:
The Reynolds number is defined as the ratio of inertial forces to viscous forces and consequently quantifies the relative importance of these two types of forces for given flow conditions. The Reynolds number is defined below for each case.
Re = inertial forces/viscous forces
= ρ ∗ v ∗ L/μ = v ∗ L/ν
Where: v is the mean velocity of the object relative to the fluid (SI units: m/s)
L is a characteristic linear dimension, (travelled length of the fluid; hydraulic diameter when dealing with river systems) (m)
μ is the dynamic viscosity of the fluid (Pa·s or N·s/m² or kg/(m·s))
ν is the kinematic viscosity (ν = μ/ρ) (m²/s)
ρ is the density of the fluid (kg/m³).
Note that multiplying the Reynolds number by ρLv/ρLv yields ρv2L2/μvL, which is the ratio of the inertial forces to the viscous forces. It could also be considered the ratio of the total momentum transfer to the molecular momentum transfer.
While there is no theorem relating the non-dimensional Reynolds number (Re) to turbulence, flows at Reynolds numbers larger than 5000 are typically (but not necessarily) turbulent, while those at low Reynolds numbers usually remain laminar.
4. Mach number:
In fluid mechanics, Mach number (M or Ma) is a dimensionless quantity representing the ratio of speed of an object moving through a fluid and the local speed of sound.
M = vobject/vsound
Where: M is the Mach number
vobject is the velocity of the source relative to the medium,
And vsound is the speed of sound in the medium.
5. Schmidt number:
Schmidt number (Sc) is a dimensionless number defined as the ratio of momentum diffusivity (viscosity) and mass diffusivity, and is used to characterize fluid flows in which there are simultaneous momentum and mass diffusion convection processes.
It is defined as:
Sc = ν/ D
= μ/ ρ ∗ D = viscous diffusion rate/molecular (mass) diffusion rate
Where: ν is the kinematic viscosity or (mu/rho) in units of (m²/s)
D is the mass diffusivity (m²/s).
μ is the dynamic viscosity of the fluid (Pa·s or N·s/m² or kg/m·s)
ρ is the density of the fluid (kg/m³).
The heat transfer analog of the Schmidt number is the Prandtl number.
6. The Biot number (Bi):
It is a dimensionless quantity used in heat transfer calculations. It gives a simple index of the ratio of the heat transfer resistances inside of and at the surface of a body. The Biot number is defined as:
Bi = h ∗ Lc /kb
Where: h = film coefficient or heat transfer coefficient or convective heat transfer coefficient
Lc = characteristic length, which is commonly defined as the volume of the body divided by the surface area of the body, such that
Lc = Vbody/ Asurface
kb = Thermal conductivity of the body
1. To produce the ability for predicting the onset of turbulent flow is an important design tool for equipment such as piping systems or aircraft wings.
2. It is used scale the fluid dynamics problems and is used in scaling of fluid dynamics problems, and is used to determine dynamic similitude between two different cases of fluid flow.
3. It is used to predict the nature of the flow.
4. It is used for calculating momentum transfer in general and open channel flow and surface behaviour in particular.
5. These parameters are widely used while analyzing flow through spillways, weirs, channel flow, rivers and mostly in ship design.
For predicting the performance of the hydraulic structure such as dams or hydraulic machines such as turbines, before actually constructing and manufacturing, of the structures or machines are made and tests are conducted on them to obtain the desired information.
Model is small replica of the actual structure or machine.
The actual structure or machine is called as prototype. Models can be larger or smaller than the prototype.
Model analysis is an experimental method for finding the solutions of complex flow problems.
Following are the advantages of model analysis:
Key Takeaways:
Model analysis is an experimental method for finding the solutions of complex flow problems.
References:
