This article contains basic notes on the "**Fluid Dynamics**" topic of the "**Fluid Mechanics & Hydraulics**" subject.

**Fluid Dynamics and Flow Measurements**

**Fluid Dynamics**

Fluid Dynamics is the beginning of the determination forces which cause motion in fluids. This section includes various forces such as Inertia, Viscous, etc., Bernoulli's theorems, Vortex motion, forced motion, etc.

Include momentum correction factor, the impact of jets etc.

Dynamics is that branch of mechanics that treats the motion of bodies and the action of forces in producing or changing their motion.

**Flow rate**

**Mass flow rate**

**Volume flow rate - Discharge**- More commonly we use volume flow rate Also know as discharge. The symbol normally used for discharge is Q.

**Continuity**

This principle of conservation of mass says matter cannot be created or destroyed. This is applied in fluids to fixed volumes, known as control volumes (or surfaces).

- For any control volume, the principle of conservation of mass defines,

**Mass entering per unit time = Mass leaving per unit time + Increase of mass in control vol per unit time **

- For steady flow there is no increase in the mass within the control volume,

**Mass entering per unit time = Mass leaving per unit time**

**Applying to a stream-tube**

Mass enters and leaves only through the two ends (it cannot cross the stream tube wall).

for steady flow,

**ρ _{1}∂A_{1}u_{1 }= ρ_{2}∂A_{2}u_{2}= Constant= Mass flow rate**

**This is the continuity equation.**

**Some example applications of Continuity**

A liquid is flowing from left to right. By the continuity, **ρ _{1}A_{1}u_{1}_{ }= ρ_{2}A_{2}u_{2}**

**As we are considering a liquid, **

**ρ**

_{1}=ρ_{2}**Q**

_{1 }= Q_{2}**A**

_{1}u_{1}=A_{2}u_{2}### Velocities in pipes coming from a junction

**mass flow into the junction = mass flow out**

**ρ _{1}Q_{1}= ρ_{2}Q_{2 }+ ρ_{3}Q_{3}**

When incompressible,

**Q _{1}_{ }= Q_{2}_{ }+ Q_{3}**

**A _{1}u_{1}=A_{2}u_{2}_{ }+ A_{3}u_{3}**

**Vortex flow**

- This is the flow of rotating mass of fluid or flow of fluid along the curved path.

### Free vortex flow

- No external torque or energy is required. The fluid rotating under certain energy previously given to them. In free vortex mechanics, overall energy flow remains constant. There is no energy interaction between an external source and a flow or any dissipation of mechanical energy in the flow.
- Fluid mass rotates due to the conservation of angular momentum.
- Velocity is inversely proportional to the radius.
- For a free vortex flow

**vr= constant **

**v= c/r**

**At the centre (r = 0) of rotation, velocity approaches to infinite, that point is called singular point.**- The free vortex flow is
**irrotational**, and therefore, also known as the irrotational vortex. - In free vortex flow, Bernoulli’s equation can be applied.

*Examples* include a whirlpool in a river, water flows out of a bathtub or a sink, flow in the centrifugal pump casing and flow around the circular bend in a pipe.

### Forced vortex flow

- To maintain a forced vortex flow, it required a continuous supply of energy or external torque.
- All fluid particles rotate at the constant angular velocity ω as a solid body. Therefore, a flow of forced vortex is called as a solid body rotation.
- Tangential velocity is directly proportional to the radius.
- v = r ω
- ω = Angular velocity.
- r = Radius of fluid particle from the axis of rotation.

- The surface profile of vortex flow is parabolic.

- In forced vortex total energy per unit weight increases with an increase in radius.
- Forced vortex is not irrotational; rather it is a
**rotational flow**with constant vorticity 2ω.

** An example **of forced vortex flow is rotating a vessel containing a liquid with constant angular velocity, flow inside the centrifugal pump.

**Energy Equations**

- This is the equation of motion in which the forces due to gravity and pressure are taken into consideration. The common fluid mechanics equations used in fluid dynamics are given below
- Let,
**Gravity force F**,_{g}**Pressure force F**_{p, }**Viscous force**F,_{v}**Compressibility force**F, and_{c}**Turbulent force F**_{t.}

**F _{net} = F_{g} + F_{p} + F_{v }+ F_{c} + F_{t}**

- If the fluid is
**incompressible**, then**F**_{c}= 0

**∴ F_{net} = F_{g} + F_{p} + F_{v} + F_{t}**

This is known as the **Reynolds equation of motion**.

- If fluid is
**incompressible and turbulence**is negligible, then,*F*_{c}= 0, F_{t}= 0

*∴* *F _{net} = F_{g} + F_{p} + F_{v}*

This equation is called as **Navier-Stokes equation**.

- If fluid flow is considered
**ideal**then, a**viscous effect**will also be negligible. Then

*F _{net} = F_{g} + F_{p}*

This equation is known as **Euler’s equation**.

- Euler’s equation can be written as:

**Bernoulli’s Equation**

It is based on the law of conservation of energy. This equation is applicable when it is assumed that

- Flow is steady and irrotational
- Fluid is ideal (non-viscous)
- Fluid is incompressible

It states in a steady, ideal flow of an incompressible fluid, the total energy at any point of the fluid is constant.

The total energy consists of pressure energy, kinetic energy and potential energy or datum energy. These energies per unit weight of the fluid are:

- Pressure energy

- Kinetic energy

- Datum energy = z

Bernoulli’s theorem is written as:

- Bernoulli’s equation can be obtained by
**Euler’s equation**

As fluid is incompressible, ρ = constant

where,

**Restrictions inthe application of Bernoulli’s equation**- Flow is steady
- Density is constant (incompressible)
- Friction losses are negligible
- It relates the states at two points along a single streamline, (not conditions on two different streamlines)

**The Bernoulli equation is applied along streamlines like that joining points 1 and 2 **

Total head at 1 = Total head at 2

This equation assumes no energy losses (e.g. from friction) or energy gains (e.g. from a pump) along the streamline. It can be expanded to include these simply, by adding the appropriate energy terms

**Note Point:**

The Bernoulli equation is often combined with the continuity equation to find velocities and pressures at points in the flow connected by a streamline.

### Kinetic Energy Correction Factor (α)

In a real fluid flowing through a pipe or over a solid surface, the velocity will be zero at the solid boundary and will increase as the distance from the boundary increases. The kinetic energy per unit weight of the fluid will increase in a similar manner.

The kinetic energy in terms of **average velocity V** at the section and a kinetic energy correction factor α can be determined as:

In which m = ρAVdt is the total mass of the fluid flowing across the cross-section during dt. By comparing the two expressions for kinetic energy, it is obvious that,

The numerical value of α will always be greater than 1, taking kinetic energy correction factor, α, as

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## Comments

write a commentRicha ChaturvediAug 1, 2017

Manish NishadSep 14, 2019