T H E  W A T E R  L I F T I N G   C A R

By Henryk Szubinski

 

 a tubular structure illustration

the designated flow through it is blocked;

 

a mini computerised robot nano digger is inserted

 

 

it makes its way through the tube to the blockage.

 

it starts to dig,,from the sides

 

 

 because the nano sensor realises already that a direct insertion would make the blockage continue …it a.i has worked out why and a new approach has been planned..

 

 

 

it could not make the next fase of its operation a fail -function

 so it uses one that can be utilised in the flying of cars..the mass of the blockage  is measured and the exchange of its computer computations results in

blockage / 2 = vol (mass .)

 

 

 

it measures the mean value for the left side and the right side

 

m( left side + right side )  / 2= volume x

 

 

 

 the blockage…is then =…….the values are used on a mean plaform relation to its density..

mean value x = surface area.root  ( weight ) .

flow is then measured as a compatatble model for the following fase;

In physics, fluid dynamics is a sub-discipline of fluid mechanics that deals with fluid flow—the natural science of fluids (liquids and gases) in motion. It has several subdisciplines itself, including aerodynamics (the study of gases in motion) and hydrodynamics (the study of liquids in motion). Fluid dynamics has a wide range of applications, including calculating forces and moments on aircraft, determining the mass flow rate of petroleum through pipelines, predicting weather patterns, understanding nebulae in interstellar space and reportedly modeling fission weapon detonation. Some of its principles are even used in traffic engineering, where traffic is treated as a continuous fluid.

Fluid dynamics offers a systematic structure that underlies these practical disciplines, that embraces empirical and semi-empirical laws derived from flow measurement and used to solve practical problems. The solution to a fluid dynamics problem typically involves calculating various properties of the fluid, such as velocity, pressure, density, and temperature, as functions of space and time.

Historically, hydrodynamics meant something different than it does today. Before the twentieth century, hydrodynamics was synonymous with fluid dynamics. This is still reflected in names of some fluid dynamics topics, like magnetohydrodynamics and hydrodynamic stability—both also applicable in, as well as being applied to, gases.^[1]

 

 the surface area as a mean value

flow diagramms =s.A (1+x) /2

 

 

All fluids are compressible to some extent, that is changes in pressure or temperature will result in changes in density. However, in many situations the changes in pressure and temperature are sufficiently small that the changes in density are negligible. In this case the flow can be modeled as an incompressible flow. Otherwise the more general compressible flow equations must be used.

Mathematically, incompressibility is expressed by saying that the density ρ of a fluid parcel does not change as it moves in the flow field, i.e.,

where D / Dt is the substantial derivative, which is the sum of local and convective derivatives. This additional constraint simplifies the governing equations, especially in the case when the fluid has a uniform density.

For flow of gases, to determine whether to use compressible or incompressible fluid dynamics, the Mach number of the flow is to be evaluated. As a rough guide, compressible effects can be ignored at Mach numbers below approximately 0.3. For liquids, whether the incompressible assumption is valid depends on the fluid properties (specifically the critical pressure and temperature of the fluid) and the flow conditions (how close to the critical pressure the actual flow pressure becomes). Acoustic problems always require allowing compressibility, since sound waves are compression waves involving changes in pressure and density of the medium through which they propagate.

 

density of water flow in its fase 2 =high / low density = left /right sides…

 

 

the responsive water non penetrations value as comparative to the

density 1 + density 2 / 2 =flow ratio ( H2O +F)

 

 

ability of a surface to repell H2O is calculated bo be the same value relation of the pipe circumference————->to the point interaction of its volume…

 

 

because the calculations made designate the flow dynamics to a upsidedown state….the responses of effects of water ripples made by a larger surface cause in force the same value force effect of a ripple by a minial object can be made to function on the same basis of higher velocity responses but on the upside down format..