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PostPosted: Sep 14th, '08, 22:25 
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If you dont know what this thread is for then read this link viewtopic.php?p=148811#p148811

Post your sumbissions here!

my view is that in its simplest it is an over flow.

it should be called an overflow prefixed by the type.

for example we have a no holes overflow, call this one something along the lines of updraft overflow.

whaddayareckon?


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PostPosted: Sep 14th, '08, 22:37 
Seriously, this cant be healthy.
Seriously, this cant be healthy.
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The second photo is chift pist


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PostPosted: Sep 14th, '08, 22:47 
Seriously, this cant be healthy.
Seriously, this cant be healthy.
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Actually, F&F, both those pictures and drain set ups are CHIFT set ups.


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PostPosted: Sep 14th, '08, 22:49 
Seriously, this cant be healthy.
Seriously, this cant be healthy.
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updraft overflow could be good
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PostPosted: Sep 14th, '08, 22:50 
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The answer is quite simple,
Obviously it's the opposite to the "No Holes" overflow,
Therefore it should be called the "No Holes Barred" overflow! :blackeye:


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PostPosted: Sep 14th, '08, 22:58 
Seriously, this cant be healthy.
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But a no holes overflow doesn't necessarily draw water/solids off the bottom and you can add one of these devices onto a no holes overflow to make it draw solids from the bottom while avoiding putting holes in the tank.

Updraft overflow or updraft Drain sound good to me. You can even make an updraft wall to draw solids off the bottom of a tank and run it over a waterfall spillway (what I did where my catfish tank waterfalls into my big tank.


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PostPosted: Sep 14th, '08, 23:08 
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good of you to post the drawing again with your question, TCL

there are two sentences on it that include the word siphon:

no cap on outer pipe to avoid siphon
and: use T to avoid siphon

This indicates that if you don't heed these remarks, you will siphon
So with the cap and without the T they are siphons

That doesn't mean that without the cap and with the T they are not.

They still are, even if at some level exposed to free air

It is a misconception that siphoning is tantamount to draining to the bottom

take your toilet at home: there is a siphon on the exit just as there is one on every bath, shower, wash table, etc...
All of these siphons are exposed to free air
none of them is draining all the water out of the system

Quite the contrary: some water is required to stay in them to shut off smells

exposing a siphon at some level to free air allows for controlling (limiting) the siphoning to this level which you require to remain in a vessel.
Over that level the siphoning stops.

So TMO the sentences on the drawing really should read:
no cap on outer pipe to avoid uncontrolled siphoning which will completely drain the tank
and: use T to avoid uncontrolled siphoning which will completely drain the tank

Any drain that takes the bottom water out of a tank and brings it to a higher level before expelling it is siphoning, so deserves to be called a siphon drain
the many variations should have them carry an extra descriptive word, like overflow siphon drain (meaning it will only start to siphon and drain once over a level and will stop siphoning and draining under that level.

my opinion, but I believe it is sound

I know I sound picky, but there is a very small margin in which one can be understood or not.
so I go on: to me, a (loop or other) siphon can be one of two things: one that is completely below a tank bottom and serves to keep some water in an outlet to avoid smells and one which has the upper part of it above the bottom of a tank
Only the second type gives the possibility automatically kicking in and out.
If that is the purpose of this siphon, I would call it an autosiphon (Wikipedia calls them selfsiphons, but I think the word auto describes better what they do)

So to me a loop siphon is below the tank level and a loop autosiphon has part of it above tank bottom.

Indeed the flout doesn't care whether inflow is fast or slow, which is an enormous advantage
and the dimension of the tube they are connected to decides the speed of the draining without endangering the functioning (which is the case with loop autosiphons: if the section is too big and the inflow too slow, they will not kick in and siphon, they will just overflow.
so I am reconsidering my reticence.
Let's together try and work on them so they take less space.
I already have a simple idea on how to make them readily adjustable in height, which is (was :P ) an advantage of loop autosiphons
let's invent a super flout
are you game?

You are an audio engineer. So your knowledge of electricity and electronics far exceeds mine
I hope my explanations did not shock you too much :?

I treat electricity as if it is a hydraulic system. That allows me to understand and explain on a basic level.
I truly hope I didn't write anything that is unacceptable :oops:

tripping to battery backup is (I'm getting cautious here, so bar that) seems easy to me: a relay on the mains with a NC switch on the 12VDC would probably do the trick

but we shouldn't confuse Chelle
let her first enjoy her summa cum laude degree :cheers:

Frank


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PostPosted: Sep 14th, '08, 23:12 
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Quote:
Updraft overflow or updraft Drain sound good to me.


siphon overflow will do
it describes exactly what is happening: solids are siphoned off the bottom of the tank

:D

Frank


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PostPosted: Sep 14th, '08, 23:19 
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Quote:
Over that level the siphoning stops.

should have been:
under that level the siphoning stops.

too greedy to kick on the submit button

Frank


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PostPosted: Sep 14th, '08, 23:23 
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hygicell wrote:
To get off with a good start:
Please stop using the description Venturi in referral to drains

Mr. Giovanni Battista Venturi (1746 - 1822) is getting very restless in his grave every time his name is used in vain
drains (which all work by grace of gravity) are far beneath his level (pun intended)
Mr. Venturi works with pressure drops and mixing media thanks to these pressure drops
gravity helps with that, but Mr. Venturi goes beyond that: if gravity refuses to help... well to hell with gravity: then he will simply create vacuum just for the fun of it


Would I be adding the venturi effect to my T-type drain by reducing the pipe diameter in the middle of the vertical pipe? The narrowing of teh pipe will accelerate water flow at this point. If I narrowed it by degree - and then widened it by degree - it would lessen any drag effect would it not? Such a restriction in the pipe causes the water pressure to decrease. Does this not cause suction or lift?.... enough lift for the solids from the bottom of the Fish Pond to rise? This is not creating a vacuum - only the first stages of it - but still it seems to me it would be effective..... what do you think Frank?

Another thought.... if I then did the same to the horizontal outlet pipe... with a little hole or upward pipe inserted after the constriction.... would the decreased water pressure not cause air to be sucked in?.... thereby increasing my DO directly into the GB along with the water?


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PostPosted: Sep 14th, '08, 23:24 
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Steve,
you really are a super moderator
much appreciated.
please feel free to move or copy any of my posts or part of them to the new threads you create
I will not sue you for any copyrights :D

Frank


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PostPosted: Sep 15th, '08, 00:00 
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will do tomorrow. (move)

i'm sticking with the updraft overfow for my vote. while probably technically correct about the siphon the whole point of renaming (to me anyway ;)) is to avoid confusion and mis-interpretation of the name.

siphon has been exclusively used here to denote a draining to the bottom mechanism. while not as bad or technically incorrect (sorry tclynx ;)) as using the word venturi, i feel it may still cause confusion amongst newbies

chelle, without referring back to your drawing (its 2am here :shock:) the pressure drop occurs AT the point of pipe size decrease (hence velocity increase and pressure decrease). that is the point where you would pipe to the atmosphere to draw in air, and if you wanted to get super efficient the point of minimum pressure would be right at the centre of the flow.

It may even be centre of flow but moved downstream, seem to remember something about this from the theory on orifice plates, but this is all way above what is required. It probably better from a backyarders point of view NOT to insert the small tube into the flow at all, because if its mis-aligned you may jet water OUT


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PostPosted: Sep 15th, '08, 00:40 
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steve wrote:
chelle, without referring back to your drawing (its 2am here :shock:) the pressure drop occurs AT the point of pipe size decrease (hence velocity increase and pressure decrease). that is the point where you would pipe to the atmosphere to draw in air, and if you wanted to get super efficient the point of minimum pressure would be right at the centre of the flow.


And if I piped DOWN to the solids at this super efficient point of minimum pressure?


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PostPosted: Sep 15th, '08, 00:50 
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hygicell wrote:
Quote:
Would I be adding the venturi effect to my T-type drain by reducing the pipe diameter in the middle of the vertical pipe?

yes you would: every restricting of a flow creates the Venturi effect
But it would not serve any purpose: the aim of the Venturi effect is to mix another medium with the one propelled.
Quote:
The narrowing of the pipe will accelerate water flow at this point.

true, but at the expense of energy on a location where it serves no purpose (since your aim is not to add another medium)


I want to mix the solids with the water.... at this point of lowest pressure send a pipe down to the solids with a funnel on the end to scoop up lots.... ?

Quote:
Suction speed is indeed important to suck up the solids, but the speed is already determined by the pipe diameter.
The margin is very wide as the solids (poop etc...) barely weigh more than water. They will be very close to suspension.

Would the T-drain be enough to lift them efficiently?

Quote:
Quote:
Such a restriction in the pipe causes the water pressure to decrease. Does this not cause suction or lift?

indeed it does, but it does only so in the region just behind the restriction
in the region before the restriction the pressure if anything is increased, thus limiting suction power where you need it.

You must try to understand that a Venturi has not one but two inputs and only one output: a pressurized input, a sucking input and an output in which the pressure is less than in the pressurized input. It is the pressure difference between the pressurized input and the less pressure output which allows for the second input to be sucking (oops, think I am losing you here)


Nope. A second pipe sent down from the de-pressurised point would give that second input.


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PostPosted: Sep 15th, '08, 01:21 
Seriously, this cant be healthy.
Seriously, this cant be healthy.
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The "updraft" drains or whatever we are going to call them, seem to work just fine without any special effects to remove solids.

Trick I'm finding is that you need to keep fish out of them but yet have them open enough to suck up solids. Not too tricky when the fish are all bigger than a certain size but when you start talking about fry and small fingerlings, there is a balance between small enough screen to protect them yet no having to constantly clean the blocked screens.


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