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Bernoulli's equation allows us to start the study of fluid dynamics, especially those fluids that move through conduits and tubes. Because it is based on the principle of conservation of energy, Bernoulli's equation is, in turn, the fundamental tool to take into account the three types of energies present in any system: kinetic energy, potential energy, and energy flow.

Bernoulli's equation describes the behaviour of fluid under varying conditions and has the following form:

**Parameters**

The following parameters are involved in Bernoulli's equation:

P: It is the static pressure to which the fluid is subjected, due to the molecules that surround it

Ï: Density of the fluid.

v: Fluid flow rate.

g: Value of the acceleration of gravity (at the surface of the Earth).

h: Height above a reference level.

**Applicability**

This equation applies to fluid dynamics. A liquid is described by lacking elasticity of shape, that is, it embraces the shape of the vessel that contains it, and for the reason that the molecules of the fluids are not firmly cohesive, as compared to solids. Fluids can be both liquids and gases.

To arrive at the equation of Bernoulli, certain expectations have to be made that limit the level of applicability:

- The viscosity of the fluid (which is an interior frictional force) is derelict.
- The fluid moves in a stationary regime, i.e., the speed of the flow at a point does not vary with time.
- The fluid is measured to be only under the exploit of the gravitational field.

**Bernoulli Effect**

The Bernoulli Effect is a direct consequence that arises from the Bernoulli equation: in the case that the fluid flows horizontally, an increase in the flow velocity implies that the static pressure will decrease.

A practical example is the case of the wings of an airplane, which are intended so that the air that passes over the wing flows more rapidly than the air that passes under the wing, so the static pressure is higher in the part bottom and the plane rises.

**Venturi Tube**

Flow is defined as the product of the section through which the fluid flows and the speed at which it flows. In fluid dynamics, there is a continuity equation that guarantees that in the absence of springs or sinks, this flow is constant. As a direct implication of this flow continuity and Bernoulli's equation, we have a Venturi tube.

A Venturi tube is a sectional cavity S1 through which a fluid flows and which in one part narrows, now having a section S2<S1. As the flow is conserved then we have to v2>v1. So:

If the tube is horizontal then h1=h2, and the previous condition of the speeds we see necessary P1>P2. That is, a constriction in a horizontal tube implies that the static pressure of the liquid decreases in the constriction.

The effects that are derived from Bernoulli's equation were known to experimentalists before Daniel Bernoulli formulated his equation the challenge was to find the law that would account for all these events. In his work Hydrodynamica, he found the law that explained the phenomena from the conservation of energy (the similarity between the form of Bernoulli's law and the conservation of energy should be noted). Later Euler derived the equation for a liquid without viscosity in all generality (with the sole assumption that the viscosity was negligible), from which the Bernoulli equation arises naturally when the stationary case subjected to the gravitational field is considered.

Following are two main norms, which were applied in the derivation of the basic equation of Bernoulli.

The 1st constraint in the Bernoulli equation is not allowed to perform any work on the fluid. It is an imperative restriction because most hydraulic systems consist of pumps. This constraint inhibits two points in a liquid stream from being evaluated if there is a pump amid the two points.

The 2nd limitation on the basic equation of Bernoulli is that fluid friction is prohibited to solve hydraulic hitches. After all, friction plays a critical role. The overall head that owns the fluid cannot be transmitted and without losses from one point to a new.

As a result of these limitations, most concrete applications of the simplified equation of Bernoullis to existent hydraulic systems are restricted. To manage both pumping work and head losses simplified Bernoulli equation must be revised.

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