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Fluid Mechanics Forum

Help with wind tunnel experiments

Submitted by abhisheks1989 on
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In our wind tunnel experiments, we have wake survey of a cylinder and boundary layer measurement for a thin flat plate as two experiments. We measure the stagnation pressure(Pt) at points using a pitot tube. We also measure the static pressure of the free stream Pinf.

Calculate the individual flow rate - based on the pressure drop?

Submitted by peet_dk on
Hi



I have to calculate the flow rate inside two systems, which got water from the same “source”.



It is for a project with a pressure vessel with heat transfer arrangements, cooling coils inside the pressure vessel, and “jacket” system outside the pressure vessel.



Shape of meniscus

Submitted by dirtbiker1824 on

Hello All,

I am trying to find the governing equation to the shape of a meniscus outside of a small cylinder. I know that by solving the youngs-laplace equation this equation can be derrived, but that is beyond me. I need the equation to be height of meniscus as a function of radius. Any insight to this would be appriciated.

Thanks

UMBILICAL CORD DRAG IN SEA WATER

Submitted by efendy on

good day to all,

not sure wether this is the right channel to adress my problem. i'm designing an underwater vehicle which has a weight of about 2.5 tons. my problem is to identify the drag caused by the umbilical which brings the power to the vehicle and signals from vehicle to surface. i understand that at different altitude, the current velocity is different and most probably my umbilical will be slunting

i dont think by using drag=0.5 x rho x v^2 x A x Cd can give me good answer to my problem.

Pond design

Submitted by oleg on
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. I want to design a detention pond, where should I start? The flow into pond is 1.4m3/s, the existing SW system near the pond is 600 dia pipe. If I calculate the disharge through the pipe using Mannings formula, the max capacity is 1.8m3/s, using the orifice formula for 600 dia pipe it is only 0.5m3/s. So which one should I use? Because if it is orifice one I will need to allow for 3m head water

Using Fluid Mechanics for Geologic Salt Domes?

Submitted by Charlie Grummon on

I was recently presented with a problem concerning the migration of a salt formation in an area of Utah. After spending a little time looking at the given data, I decided it might be a problem that could be approached using fluid mechanics. The idea being that the salt formation, relatively speaking, is highly viscous and is free to respond to acting forces and deform appropriately. Essentially, I was hoping to treat the salt formation almost like the bladder of a water bed reacting to differential loading. 

wave drag calculations

Submitted by A. McCalister on

Im trying to calculate the force on a piece of netting (air at supersonic speeds created by explosions).

I am currently using the drag equation

F=0.5(rho)(V^2)(Cd)(A)

I was told if i calculated the drag coefficiant (Cd) for supersonic speeds this equation is still able to be used.

 Is this correct??

 

thanks 

facing problem in dashpot

Submitted by iceberg25 on

help.....i am a first year undergraduate student.

how do i can design a delay switch mechanism using a dashpot.with the condition below:

a)time delay required 3seconds.Diameter at mechanism 74cm use suitable viscocity.

b)propose a refinement so that switch rate progresively slower.

so,where can i get this type of the information,how can start to do it?

thanks...