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Fluid Dynamics and a Water Tank

06/20/2009 12:51 AM

I recently installed a "sight tube" on a 5000 gallon 'poly' tank. The tube is a 5/8" ID clear tube which tee's off the main line with a gate valve about 18 inches after it exits the tank. The sight tube allows the owner to quickly assess the volume in her tank from a distance. The tube runs up the side of the tank and in the tube is a small, red fishing bobber corresponding to the tank level. There is a mark on the tube denoting every 1000 gallons (about every 2 feet). The main line is 1" poly pipe. The gate valve to the clear tube is just slightly cracked open. When the water pressure is static the level indicator is accurate, when I open a valve down the main line the level indicator drops between 300 and 1000 gallons below the 'full' level very quickly... why? This happens much more quickly than it would take to release the volume indicated, but it only drops to a certain level. When I close the valve (down the main line) the indicator slowly rises back to the accurate measurement. I have only done this with the tank full and I don't know how it responds when the tank is, say, half full.

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#1

Re: Fluid Dynamics and a water tank

06/20/2009 1:29 AM

I would think that there is a difference between pressure in the "top" of your sight glass and the head pressure in the vessel. Sight glasses/tubes/whatever need to be ported correctly.

The bottom of the sight tube, fitted with a valve, is ported to the bottom of the vessel. The top of the sight tube should be ported to the headspace of the vessel. When in use, the sight tube valve should be fully open.

Hope this helps,

Mike

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#4
In reply to #1

Re: Fluid Dynamics and a water tank

06/20/2009 12:11 PM

Are you saying that if I connect the top of the sight tube back to the top of the tank I can cancel the effect?

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#11
In reply to #4

Re: Fluid Dynamics and a water tank

06/21/2009 7:28 AM

Yes, it needs to be connected to both the top and bottom of the tank via valves, to allow the glass plastic to be replaced if needed.

To work, both valves must be open.

Look here:-

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#14
In reply to #11

Re: Fluid Dynamics and a water tank

06/21/2009 12:22 PM

Where the sight tube connects to the bottom does it need to be in its own, isolated port?

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#23
In reply to #11

Re: Fluid Dynamics and a water tank

06/21/2009 10:58 PM

GA, AG (seems like Deja Vu),

I was trying to draw a similar graphic, but my graphics pgm is on the fritz. That is exactly what I wanted to draw - however, I don't think the top valve is necessary.

Best Regards,

Mike

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#26
In reply to #23

Re: Fluid Dynamics and a water tank

06/22/2009 3:20 AM

It is if you ever break the glass tube, or it gets dirty and needs cleaning.......look at any steam locomotive or ships boiler, they use the same principles.....they usually look something like this:-

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#2

Re: Fluid Dynamics and a water tank

06/20/2009 2:08 AM

As the water flows through the main line passing the junction with the clear tube, the pressure in the clear tube is reduced (see Wikipedia - Bernoulli's_principle). The bottom of the sight tube should connect directly to the main tank (or to a static stub) for accurate reading when the main line valve is on.

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#5
In reply to #2

Re: Fluid Dynamics and a water tank

06/20/2009 12:19 PM

I avoided connecting directly to the tank as it would require me to drain the tank, and, here in California, as summer is here, water is gold. Initially I had the valve to the sight tube wide open, but after 'Bernoulli's principle' sucked down the float and I stopped the water flow the float would shoot to the top of the tube and get stuck. But, ultimately does it matter as long as there is active fluid exchange? Is the effect amplified with a larger discrepancy between the volumes in the tank versus the sight tube?

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#6
In reply to #5

Re: Fluid Dynamics and a water tank

06/20/2009 12:48 PM

The driving factor here is the velocity across the bottom of the sight tube.

And it only matter to us if it matters to you (her?). If she is trying to use the tube to measure outflow (I'd like to dispense 750 gallons) it matters.

If she just uses it so she knows when to order more water, probably not.

But if it matters, and she doesn't mind someone in her water, you could grab an assistant and relocate the bottom of the gauge tube. Shouldn't lose more than a few gallons. If it is drinking water I can see some reluctance.

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#7
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Re: Fluid Dynamics and a water tank

06/20/2009 1:11 PM

It is drinking water. Either way I don't think I'd want to take a dive into her tank... being ten feet tall with a 24 in(or so) access lid. Something I failed to mention: just after the main line exits the tank it tees. One way is the main supply line, the other is for a fire hose (or fire truck) attachment. If I connected the sight tube to this side of the tee would it minimize the venturi effect because of minimal liquid flow? Or does this side of the tee get its fair share of sucking?

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#8
In reply to #7

Re: Fluid Dynamics and a water tank

06/20/2009 11:08 PM

Something that you might try is running a upside down U tube from the bottom inside the tank out through the inlet hole to the bottom of the tank outside.(like a syphon hose). It doesn't have to be of any large diameter as the tank level should not vary all that quickly. Connect this to you sight tube and as long as the u tube remains full of water your float will follow the tank level without the venturi effect or drilling holes in your tank. The only down side of this is if it springs a leak it will drain your tank.

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#27
In reply to #8

Re: Fluid Dynamics and a water tank

06/22/2009 3:42 AM

Good Answer, like this: hose and sight tube shown much thicker than needed for clarity:-

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#9
In reply to #7

Re: Fluid Dynamics and a water tank

06/20/2009 11:15 PM

You would still see the same effect if you hook it up to the side tee. The pressure you are seeing at the tap into the tank under flow conditions is dynamic head. To see static head (actual level in the tank) you need a new tap at the bottom of the tank. And that new tap should be at least 30 degrees around (as seen from a top-down view) from the suction line. As someone already mentioned, she can either get used to mentally compensating for the difference or drain the tank and install a new tap. Unfortunately there is no way around it. On a side note, I'm suprised she is using the same port to fill the tank as is used to drain it. Typically a tank is filled from the top.

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#3

Re: Fluid Dynamics and a water tank

06/20/2009 5:01 AM

As JohnDG says...also called the Venturi effect, put in poor laymans terms to help you visualise it, the main flow through the pipe is trying to drag the liquid out of the sight pipe as it flows past the Tee.
Del

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#10

Re: Fluid Dynamics and a Water Tank

06/21/2009 4:47 AM

Hello lightasmass,

How are you?

Let me just suggest this............As long as the float level indicator cannot get past the bottom bends and "T", and I presume they are never likely to use all the water in the tank in one go/at one time, why does the float moving under the venturi effect matter? The float goes back as soon as the drawn water is turned off right?

The reason I say this is because although it would be possible to ask a local 'diver' to help in the 'tight' confined of the tank, to do whatever you want to do in there, you say you are reluctant to enter the tank. I can understand that.

Bearing that in mind, Is it possible to either pump the water into a tanker while you fit the 'Stub and vertical clear plastic pipe' at a different place on the tank?

Or, perhaps hire or borrow a tank from the same people you got the other tank from and pump the water into it, then fit the 'stub and vertical clear plastic pipe'?

If this is not drinking water but water for the garden etc, can you find an empty pool nearby and run a pipe to it and pump the water out as mention above?

Keep in touch please?

bb

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#15
In reply to #10

Re: Fluid Dynamics and a Water Tank

06/21/2009 1:07 PM

Hi Babybear

I am fine thanks... on this day last year Northern California was waking up to plumes of smoke. A freak lightning storm swept across the region starting 2000 fires. There were a dozen fires within 5 miles of my house, two of which eventually burned to my property lines. With a local area-wide burn of 200,000 acres.

The person for whom I did the work lives about 5 miles from me and was in a similar predicament. She, reasonably, wants to make sure her water supply is maxed out all the time. But, as you say, it doesn't matter that much to do error correction whilst water is flowing out of the tank and get accurate readings when the pressure is static.

My interest in starting this thread is 1: Why, 2: Is there a reasonable work around. I have the why. As for the work around, it is reasonable when the rains come again and I can drain the tank. Although, with regards to a work around, I am now just curious as to a different solution. There must be a theoretical threshold with regards to the volume of the main line versus the volume of water moving through it and its effects on the sight tube. Or the point at which the venturi effect is negligible on the accuracy of the sight tube... but this is just mental exercise.

Her supply is a seasonal spring and a low output well. Out here we don't have much in the way of neighbors and bringing in a water tender to temporarily store the contents of the tank is, I think, prohibitively expensive for the nature of the project.

Thanks for your time and comments.

P.S.

"Ironside Fire"

This pict was taken on 6/27/08 looking North from my front yard. This is the result of a USFS contract crew, out-of-control, back burn "burnout"..... they almost lost it.

"Cedar Fire"

This pict was taken on 7/10/08 looking Southeast from my front yard. When the fire hit this hillside a nearly 1000 foot wall of flame rolled from top to bottom. The sound it produced was akin to a jet engine.

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#16
In reply to #15

Re: Fluid Dynamics and a Water Tank

06/21/2009 1:17 PM

I hear ya!

I was in Simi Valley last year, and am headed north of San Diego this year

Keep the gas mask handy and the water buckets full!

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#17
In reply to #15

Re: Fluid Dynamics and a Water Tank

06/21/2009 1:34 PM

The problem with the original design is that if a pump is connected with a high output, it will probably start sucking air down this tube at some point, this is why the sight tube should a) not be connected to a pipe, it should ONLY be connected to the tank, twice as i ashowed in my diagram......

You/she are taking unfair risks otherwise.......

I do understand that emptying the tank is not an option till much later in the year, so I guess she will have to live with it till then...

Tell her to turn off the valve when she has finished he level check and turn it on again at the next check, that is the only safe wy to go....that way the pump cannot suck air.

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#18
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Re: Fluid Dynamics and a Water Tank

06/21/2009 2:31 PM

I don't think I was clear on the supply-side setup. The tank gravity feeds the water system. A seasonal spring feeds the tank via gravity and when the spring can't keep up a well pump on the bottom of the property pumps up to the tank. There is no danger of the pump sucking air. Her main interest is being able to check the tank at a distance without climbing the hill to it and be sure volume is adequate. I'm confident my setup is safe... it's just not as accurate as I'd like during dynamic flows.

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#20
In reply to #18

Re: Fluid Dynamics and a Water Tank

06/21/2009 4:59 PM

I meant when fighting a fire using the water from the tank......sorry if I was not clear enough on that point.....

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#12

Re: Fluid Dynamics and a Water Tank

06/21/2009 10:07 AM

Hi 1.Is the fishing bobber free to move in the sight tube?. 2. you obviously are creating a partial vacuum during the quick drain. look for the problem over the fishing bobber. Hope it helps Wangito.

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#13
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Re: Fluid Dynamics and a Water Tank

06/21/2009 12:18 PM

The float moves freely in the sight tube. I'm sure there is no vacuum.

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#19

Re: Fluid Dynamics and a Water Tank

06/21/2009 2:54 PM

You mention that the indicator drops between 300 and 1000 gal below actual water level and that 1000 gal is approximately 2 feet. You also posed your question as fluid dynamics and a water tank, so lets do a little fluid dynamics. (go read the link that JohnDG gave you in his reply, the below is based on this but simplified.)

When you have a standing body of water, the measurement of pressure at a given point is it's elevation, Z, and the depth of the water above the point that you are measuring. (The Z elevation is necessary when looking at two points and seeing what is going to happen between them. But we are talking about only one point here and th z elevation of where your tube does not change so we will ignore Z for the rest of this message.)

When the water is moving in a pipe or channel there is an additional pressure component due to the velocity. Obviously this component is zero for standing water since no velocity. This value is the velocity squared over twice the pull of gravity.

When we measure pressure in pipelines, if the measurement tube is inserted into the stream of flow, it shows the full pressure including the velocity component. If it is installed on the pipe wall, perpendicular to the flow, as is your sight tube, it shows the elevation and depth components, but not the velocity component. this is the difference between the static depth inside the tank and the sight glass outside on the pipeline.

Let's consider this velocity component and gravity: if your velocity is 2 feet per second (and gravity is 32 feet per second squared) then the velocity component is

(2^2) / (2*32) or 4/64 {units: (feet per sec)^2/feet per (sec^2)

reducing to 1/16 foot This is the drop you will see in the level indicator.

if you velocity is 8 feet, 8^2 / 2*32 = 64/64 = 1 foot (which is close to the mid range of what you have seen.)

Look at the size of your pipe line and flow rate, you can determine you approximate drop of the indicator by timing how long it takes to fill a measured pail. Then do this.

Cubic feet of water = Velocity times inside area of the pipe.

Volume in gallons you measured times 231 = Cubic inchs.

Area of your pipe = (1/2 inside diameter in inches)(squared) times Pi.

You said you had 1" poly, Inside diameter varies on the rating but lets assume the 1":

radius is 1/2 inch and 1/2 squared is 1/4. for now, use Pi = 3.14

the area is roughly 0.785 square inches.

cubic inches of volume measured divided by the time it took to fill (in seconds) will tell you the flow rate, in cubic inches per second.

Now convert back to feet per second by dividing inches per second by 12 to get feet per second.

This above is how the venturi actually works, when you have a venturi effect you have a sudden increase in velocity at a constriction and a sudden increase in velocity to get thru it. This causes a higher Velocity head. The venturi does not actually try to pull the water from your gage tube but has a lower pressure, allowing atmospheric pressure to more easily push the water surface down towards the tube. if it was sucking the water into the pipe as was noted earlier, it would continue to do so and actually empty your sight glass.

Solution to your problem: Install the sight glass as was commented earlier (By Andy Germany) with the tube connected at both top and bottom to the tank. This allows the air pressure inside the tank and the sight glass (tube) to equalize. if you tank is well sealed and the vent is plugged the tank could generate a vacuume causing different air pressures on the water surface in the tank from the pressure in the sight tube. Also lets not forget that if the tube is open to the surrounding atmosphere, it becomes a point for contaminents and or bugs to enter your water supply.

You can make the connection to the tank without emptying it, contact a tapping contractor in the phone book, they can wet tap the tank for you with less than a gallon or two spilled and install the valves you need top and bottom then you can build a new sight tube and open the valves.

Good luck and let us all know how the new tube works!!!

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#21
In reply to #19

Re: Fluid Dynamics and a Water Tank

06/21/2009 5:01 PM

Best post up to now....GA from me.

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#22
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Re: Fluid Dynamics and a Water Tank

06/21/2009 10:51 PM

Thank you for your comprehensive answer and for correcting my misnomer with regards to "sucking". The current setup will have to suffice for summer. I'll make the recommended changes when the rains come. Thanks again.

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#24
In reply to #22

Re: Fluid Dynamics and a Water Tank

06/21/2009 11:06 PM

Hi lighthasmass,

Just wondering what your avatar is. What is it, if you don't mind my asking?

Mike

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#25
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Re: Fluid Dynamics and a Water Tank

06/22/2009 1:29 AM

Hi Mike

It's a carcass of a salmon stripped by a bear, lying on a gravel bar near my home. Hard to see in a thumbnail, I know.

Chris

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#30
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Re: Fluid Dynamics and a Water Tank

02/17/2010 12:30 AM

Happy new year,

So, how did the corrections go?

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#28

Re: Fluid Dynamics and a Water Tank

06/22/2009 10:31 AM

Hi Lightasmass,

Looks like some lateral thinking is called for!! The draw-off reduces the static head at the tee, therefore indicated level falls ;QED. I wonder just how far away the level is visible with the current arrangement?

Solution:You have access to the free water level via the top manhole, or a separate hole drilled thru' the top ; therefore use a simple float operated level indicator with two pulleys to transfer the motion of the float to the front face of the tank where you have a weighted pointer (bob) set against a graduated scale calibrated in gallons X000s. The only thing to remember with this set up is that the pointer is at the top of its travel when the tank is empty; but visibility will be greatly improved!

Benefits:No heroic diving tricks, it is fool proof,and pretty well obeys the KISS principle (Keep it Simple , Stupid!), you might even win some brownie points with the owner..........have fun!

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#29
In reply to #28

Re: Fluid Dynamics and a Water Tank

06/22/2009 11:13 AM

If you look at the picture in one of my earlier posts, there is an even easier optical method that needs very little work, look here at the background on this picture:-

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