Water bath system - flow rate problems

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SUMMARY

The discussion focuses on designing a water bath system for a rotary fatigue rig, specifically addressing flow rate challenges between two tanks. Tank A, which holds 18 liters of synthetic seawater, is elevated 1.2 meters above Tank B, which contains a pump with a flow rate of 300 liters per hour. The primary concern is calculating the drainage flow rate from Tank A back to Tank B to prevent overflow, utilizing the Darcy-Weisbach equation to assess resistance in the drainage hoses. The discussion emphasizes the importance of understanding pressure dynamics and resistance to ensure a continuous water cycle.

PREREQUISITES
  • Understanding of fluid dynamics principles, specifically pressure and flow rate.
  • Familiarity with the Darcy-Weisbach equation for calculating flow resistance.
  • Knowledge of pump specifications and performance metrics, particularly in aquatic environments.
  • Basic engineering concepts related to tank design and water circulation systems.
NEXT STEPS
  • Research the Darcy-Weisbach equation and its application in fluid flow calculations.
  • Learn about pump selection criteria for continuous operation in seawater environments.
  • Investigate methods for calculating flow rates through different hose diameters and configurations.
  • Explore tank design considerations for maintaining consistent water levels and preventing overflow.
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Engineers, fluid dynamics specialists, and anyone involved in designing water circulation systems for testing equipment in controlled environments.

Allan758
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Hi, I hope someone can be of help with this problem I have, as I have tried different forumulas from different places but still havn;t come up with a sensible answer.

I am currently developing a modification to a rotary fatigue rig. The steel tube being tested is required to be placed in synthetic sea water. Therefore a tank is to be fabricated which will allow the steel tube to pass through and be completely submerged. The water must be temp, salinity, and pH controlled. Also the water must be continuously replenished and therefore to house the equipment to control water properties and to create a continuous cycle, a second tank is required. Tank A will be up a height, base of the tank is roughly 1.2m from ground level.

The set up of my system is as follows:

Tank A – pump from tank B will fill this tank with sea water. The sea water must be drained from this tank back in tank B to continually replenish the tube with sea water. This tank is rectangular and holds a volume of 18804500mm3 (18 liters). This will have a sealed lid. Height of the water within the tank will be roughly 0.16m

Tank B - filled with sea water (temp could range from 5-36 degrees) containing pump with flow rate of 300lph. Power of pump does not have to be 300lph but I need a decent pump which can run continuously in sea water. Therefore a pond pump is required. Size of tank is undetermined but both tanks are required to have water in them at all times to allow the continuous cycle of water from one tank to another. This tank must be bigger than tank A, twice the size perhaps.

So tank B will pump water into tank A and tank A will require hoses to drain the water back into tank B. Creating the cycle.

The problem I foresee is that tank A will not be able to drain the water quickly enough, therefore causing the tank to overflow. How do I calculate the flow rate from tank A back into tank B? For example if 1 inch hoses were used to drain the water, how do I calculate the flow rate of this hose to determine how many hoses I need and if I can accomplish draining tank A in a fast enough time from hoses alone? Or do I require secondary pump to pump water back from tank A back into tank B? If so, how to i calcuate the balance required?

Thanks for any help, if there’s any info required I have not given please let me know and I will provide all I have.
 
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Hi Allan,
This is a pretty simple problem if I understand you correctly. The flow from A to B is due to the drop in elevation - tank A is higher than tank B. So you have pressure driving the flow of water from A to B which, assuming neither tank is pressurized, is simply the density times gravity times height (rho*g*h). Countering this flow is the resistance of your hose/pipe/tube. The only thing you need to figure out is the total resistance to flow, then apply the Darcey-Weisbach equation.

This is very simple if you have a program to do it. If you list the various restrictions and height difference it takes less than a minute to set it up and run. Otherwise, use the attached information to determine resistance and do a calculation on it.
 

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