Silent and Failsafe Overflow System

I have a 48x28x24 tank with a overflow centered on the back wall. I have 3 drains and 1 return.

How high should the drains be in the overflow?
1) Emergency standpipe
2) Siphon standpipe
3) Open channel standpipe

I guess I am asking how many inches down from the top of the overflow do I place the top of the standpipes? I am having trouble finding info for bean animals in a normal box overflow.

Many would consider a 'normal' box to have holes on the side ;)

There are no fixed rules as to depth; it depends on your setup, flow, pipe sizes, etc. Below are some general guidelines:

Siphon Standpipe:
For a full-depth overflow like you have, the siphon can be pretty much anywhere but there are a few things to keep in mind. If you have it too lose to the top, it will create a vortex and entrain air from the surface. This can occur even if you put an upside down 'U' on it so the opening faces down, it will just occur at a deeper level if it is facing up.

The higher you have it in the box, the more dead space you will have in the bottom of the box where water will tend to stagnate. The lower you have it in the box, the larger the volume of water that will drain down to the sump when the power is cut. Having it dow lower also gives you room to mount the durso-elbows on the open channel pipe.

In most side-mounted or coast to coast overflows, people place the downturned elbow fairly close (~¾") to the bottom of the overflow to minimize the risk of fish or snails getting into it. Frequently, there isn't enough room to do this in a full depth overflow. Maintenance is also more difficult simply because of the difficulty reaching all the way to the bottom.

Open Channel Pipe:
This ultimately determines the height of the water in the overflow box, so you should have it close to the top as to minimize splashing of the water as it flows into the overflow.

Dry Emergency Pipe:
This needs to be above the durso and below the lip of the frame. Typically on startup, the water level rises above the open channel to the level of the emergency and stays there a bit until the air is purged from the siphon. At this point, the siphon capacity increases and the water level drops to its steady state level. This process takes extra water from the return chamber in the sump. If your return chamber is smaller than the volume of water needed to raise the level up to the emergency pipe, you return pump will start to suck air and pump the display full of bubbles. Depending on the size of your display and size of your return chamber, having it lower than or at the same level as the overflow may be desirable.
 
Many would consider a 'normal' box to have holes on the side ;)

There are no fixed rules as to depth; it depends on your setup, flow, pipe sizes, etc. Below are some general guidelines:

Siphon Standpipe:
For a full-depth overflow like you have, the siphon can be pretty much anywhere but there are a few things to keep in mind. If you have it too lose to the top, it will create a vortex and entrain air from the surface. This can occur even if you put an upside down 'U' on it so the opening faces down, it will just occur at a deeper level if it is facing up.

The higher you have it in the box, the more dead space you will have in the bottom of the box where water will tend to stagnate. The lower you have it in the box, the larger the volume of water that will drain down to the sump when the power is cut. Having it dow lower also gives you room to mount the durso-elbows on the open channel pipe.

In most side-mounted or coast to coast overflows, people place the downturned elbow fairly close (~¾") to the bottom of the overflow to minimize the risk of fish or snails getting into it. Frequently, there isn't enough room to do this in a full depth overflow. Maintenance is also more difficult simply because of the difficulty reaching all the way to the bottom.

Open Channel Pipe:
This ultimately determines the height of the water in the overflow box, so you should have it close to the top as to minimize splashing of the water as it flows into the overflow.

Dry Emergency Pipe:
This needs to be above the durso and below the lip of the frame. Typically on startup, the water level rises above the open channel to the level of the emergency and stays there a bit until the air is purged from the siphon. At this point, the siphon capacity increases and the water level drops to its steady state level. This process takes extra water from the return chamber in the sump. If your return chamber is smaller than the volume of water needed to raise the level up to the emergency pipe, you return pump will start to suck air and pump the display full of bubbles. Depending on the size of your display and size of your return chamber, having it lower than or at the same level as the overflow may be desirable.


thank you!

Here is what I am thinking. I am using 1 '' piping so I would use a Tee and a elbow to create the standpipe. I will cap the full siphon, then cap and drill a hole for the airline for the open channel. How does this look? Should I just use a coupler to join the Tee and elbow?
 

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thank you!

Here is what I am thinking. I am using 1 '' piping so I would use a Tee and a elbow to create the standpipe. I will cap the full siphon, then cap and drill a hole for the airline for the open channel. How does this look? Should I just use a coupler to join the Tee and elbow?

Assuming you have the room in the overflow that should work fine. Not sure what you mean by a coupler to join the tee and elbow. Usually people either use a short piece of pipe or get a street/spigot elbow.

For the siphon standpipe, you can either use a tee, or 2 elbows. I would just leave the connection between the pipe and the tee/elbow unglued. Since it will be under water, it doesn't matter if it's 100% tight or not, and then you can take it off for cleaning if necessary. Bean used the tee with a threaded cap to allow for cleaning, but if you can slip the top assembly off the pipe, that won't be necessary.

Another idea/suggestion - leave the internal bulkhead connection unglued, or use a threaded connection so you can easily disconnect the internal section of pipe in case a snail or something gets stuck. If you leave a slip connection unglued, be aware that it may have a slow leak that allows the entire overflow contents to drain into the sump, so if this will be an issue I would recommend gluing it for safety's sake.
 
Just to make sure I understand everything from all this reading, and before I drill: 1.5" BH's with 1.5" piping (all three lines and return line) will work perfectly fine on a 90g standard size setup? I have the BH's and drill for 1.5" but they seem HUGE. In the C2C setup, main siphon 1/4-1/2" from bottom of overflow, second line same distance from bottom but BH hole slightly above the main siphon (maybe like 1/4"?), and emergency drain same height as the secondary drain with upturned elbow. Distances drilled apart 1-1.5 times diameter (same from the top)? I only REALLY need a gate valve on the main siphon, correct? By the way, I'm only looking to do about 500GPH through my sump.

Thanks in advance,

Blair
 
Why do you have 1.5" bulkheads? Bean used 1" bulkheads on his original setup and was able to run 2000 GPH without issue.

Because he said that's what he just happened to have laying around, so I figured I would make it all the same size instead of buying fittings to down size, but didn't realize how obnoxiously big 1.5" bulkheads are.
 
Because he said that's what he just happened to have laying around, so I figured I would make it all the same size instead of buying fittings to down size, but didn't realize how obnoxiously big 1.5" bulkheads are.

Yes, you have to realize that 1" PVC is actually 1.3" in diameter, and 1.5" pipe is actually 1.9" in diameter, then you need to add the thickness of the bulkheads and threads on top of that.

When drilling holes in your tank, you want them to be big enough for your needs, but oversizing can cause problems as well. Also, remember that resistance to flow is additive, so a 1" bulkhead followed by 1.25 or 1.5" pipe will flow more than a 1" bulkhead and 1" pipe. With a full siphon, even a 1" pipe will probably flow enough for your purposes, but you can up-size it to 1.25 or 1.5" after the siphon if you like. Keep in mind that larger gate valves are significantly more expensive as well. I have 1" bulkheads, 1.5" pipe and then downsized to a 1" gate valve to save a bit of money.

The size of the pipe does make a difference with the open channel drain. It is effectively a durso, and a 1.25" or 1.5" durso can quietly flow significantly more than a 1". You can still use the 1" bulkhead, but I'd recommend upsizing the pipe after the durso.

Many people also use a larger elbow in the overflow as well, just to keep the edge flow velocity lower at the intake and reduce the resistance.
 
Silent and Failsafe Overflow System

Yes, you have to realize that 1" PVC is actually 1.3" in diameter, and 1.5" pipe is actually 1.9" in diameter, then you need to add the thickness of the bulkheads and threads on top of that.



When drilling holes in your tank, you want them to be big enough for your needs, but oversizing can cause problems as well. Also, remember that resistance to flow is additive, so a 1" bulkhead followed by 1.25 or 1.5" pipe will flow more than a 1" bulkhead and 1" pipe. With a full siphon, even a 1" pipe will probably flow enough for your purposes, but you can up-size it to 1.25 or 1.5" after the siphon if you like. Keep in mind that larger gate valves are significantly more expensive as well. I have 1" bulkheads, 1.5" pipe and then downsized to a 1" gate valve to save a bit of money.



The size of the pipe does make a difference with the open channel drain. It is effectively a durso, and a 1.25" or 1.5" durso can quietly flow significantly more than a 1". You can still use the 1" bulkhead, but I'd recommend upsizing the pipe after the durso.



Many people also use a larger elbow in the overflow as well, just to keep the edge flow velocity lower at the intake and reduce the resistance.


Ok. I'll have to return them then, last thing I need is problems when I start. But as far as what I said about spacing and setup, does that sound correct?
 
Just to make sure I understand everything from all this reading, and before I drill: 1.5" BH's with 1.5" piping (all three lines and return line) will work perfectly fine on a 90g standard size setup? I have the BH's and drill for 1.5" but they seem HUGE. In the C2C setup, main siphon 1/4-1/2" from bottom of overflow, second line same distance from bottom but BH hole slightly above the main siphon (maybe like 1/4"?), and emergency drain same height as the secondary drain with upturned elbow. Distances drilled apart 1-1.5 times diameter (same from the top)? I only REALLY need a gate valve on the main siphon, correct? By the way, I'm only looking to do about 500GPH through my sump.

Thanks in advance,

Blair

@ 500 gph, 1" will be plenty for your siphon.

Yes, you need a minimum of 1 hole diameter between edges, ideally 1.5 diameters. This will be much easier to do with 1" bulkheads.

1/2" is probably adequate between the bottom of the overflow and the elbow, but I would leave 3/4", just tl make cleaning easier.

You should be able to drill all 3 holes at the same height. If the open channel is a bit higher it shouldn't matter. Make sure top of the emergency drain is a bit below the lip of the frame or top of the tank so the tank doesn't overflow when it kicks in. I'd probably allow about 3/4"; that's just a guess, though.
 
Just planning ahead here guys as I don't have a tank yet but am keeping an eye out for a second hand 40 or 50g. For a smaller tank of this size would three 1" bulkheads with 1" plumbing on the full siphon and emergency and 1.25"or 1.5" piping on the open channel be acceptable? I will have a below tank sump in the stand and most of my flow will be using power heads so I'm guessing at 10x turnover I'll be pushing about 500gph.

Thanks.
 
Just planning ahead here guys as I don't have a tank yet but am keeping an eye out for a second hand 40 or 50g. For a smaller tank of this size would three 1" bulkheads with 1" plumbing on the full siphon and emergency and 1.25"or 1.5" piping on the open channel be acceptable? I will have a below tank sump in the stand and most of my flow will be using power heads so I'm guessing at 10x turnover I'll be pushing about 500gph.

Thanks.

Never mind just found my answer in post 4449:)
 
Could someone shed some light for me please on why BRS setup the bean animal system in this way. Have I missed something?

https://youtu.be/q1tAnhIGpgA?t=16m24s

Video should be loaded to right timing.

The full siphon and open channel are the same height in the original design yes? With the airline tubing supposed to be higher than the emergency standpipe.

In this video - they have it where the emergency is highest, open channel is 2nd highest w/drilled hole.. and full siphon is lowest.
 
Way earlier in this thread its suggested to do that. Or at least mentioned that it can be setup that way.

That is how I have mine setup. The emergency is under the height of the lip of the tank and open is slightly lower then the emergency. The emergency is always dry and open channel always has a very small amount of flow in it. On start up just before the full siphon is hit the open channel gets more flow to it and the emergency almost is hit. Not even a mm more and it would break over the top of it. Once the siphon kicks in the level goes down to the open.
 
Way earlier in this thread its suggested to do that. Or at least mentioned that it can be setup that way.

That is how I have mine setup. The emergency is under the height of the lip of the tank and open is slightly lower then the emergency. The emergency is always dry and open channel always has a very small amount of flow in it. On start up just before the full siphon is hit the open channel gets more flow to it and the emergency almost is hit. Not even a mm more and it would break over the top of it. Once the siphon kicks in the level goes down to the open.

Ahhh - thank you. I'll try to find where in the thread this trend started. Do you know why it was moved from the original?

I do like it - seems easier in the video setup.
 
I don't remember why or by who. It was before 2012 as I setup my 180 in 2011 with that drain setup and has ran that way since.
 
Yes - bean's original setup was with a coast to coast and had the siphon and open channels at the same height. An external overflow box allows for some changes in the configuration.

The siphon can be anywhere at or below the open channel level. (I suppose it could be above, but you may encounter difficulties starting up, and there's no reason I can think of to do so.) There is no reason it can't be 12" below the open channel if your overflow allows; it just needs to stay submerged and maintain a full siphon.

The open channel is at or above the siphon level. As Jason said above, on startup the water level rises significantly higher and approaches the level of the emergency. The typical startup sequence is:
  1. Pump turns on. Water starts to flow and the water level in the overflow rises.
  2. As the water rises, the siphon channel initially has air in it, reducing the amount of water it can carry. As a result, the water level continues to rise above the normal operating level.
  3. The open channel carries the rest of the water. Air in the open channel also limits its capacity and the water level generally continues to rise (this depends on the total flow and the pipe capacities.)
  4. The water approaches the emergency drain level, or possibly goes over and stays at this level until the air is purged from the siphon.
  5. At this point the siphon capacity increases and drains the water out of the overflow down to its steady state level.

A couple of other details to note:
If the air intake for the open channel gets occluded, it converts to an unrestricted siphon with no gate valve and will rapidly drain the overflow box until it entrains enough air to break the siphon. If the open channel and siphon are at the same level, the siphon will also entrain air. The water level will increase and the system will never start up properly. This is part of the reason the air line is placed above the level of the emergency drain in Bean's original design. Doing so keeps the water level stable at a higher level until air is purged from the siphon.

This placement also means that in case of failure and rising water levels, the order of backup operation is:
  1. open channel takes more water
  2. dry emergency kicks in
  3. open channel airline tubing occludes and converts the open channel to a full siphon.

The setup that BRS uses has a potential flaw in that since the air intake for the open channel is a simple hole, it will occlude and convert to a siphon before the dry emergency kicks in. If the siphon is at a lower level than the open channel, the water may not drop enough to cause an issue and the siphon will still purge air as it should, but that depends on the flow and pipe characteristics. For their setup, the order of backup operation is:

  1. open channel takes more water
  2. open channel opening occludes and converts the open channel to a full siphon.
  3. dry emergency kicks in
 
Yes - bean's original setup was with a coast to coast and had the siphon and open channels at the same height. An external overflow box allows for some changes in the configuration.

The siphon can be anywhere at or below the open channel level. (I suppose it could be above, but you may encounter difficulties starting up, and there's no reason I can think of to do so.) There is no reason it can't be 12" below the open channel if your overflow allows; it just needs to stay submerged and maintain a full siphon.

The open channel is at or above the siphon level. As Jason said above, on startup the water level rises significantly higher and approaches the level of the emergency. The typical startup sequence is:
  1. Pump turns on. Water starts to flow and the water level in the overflow rises.
  2. As the water rises, the siphon channel initially has air in it, reducing the amount of water it can carry. As a result, the water level continues to rise above the normal operating level.
  3. The open channel carries the rest of the water. Air in the open channel also limits its capacity and the water level generally continues to rise (this depends on the total flow and the pipe capacities.)
  4. The water approaches the emergency drain level, or possibly goes over and stays at this level until the air is purged from the siphon.
  5. At this point the siphon capacity increases and drains the water out of the overflow down to its steady state level.

A couple of other details to note:
If the air intake for the open channel gets occluded, it converts to an unrestricted siphon with no gate valve and will rapidly drain the overflow box until it entrains enough air to break the siphon. If the open channel and siphon are at the same level, the siphon will also entrain air. The water level will increase and the system will never start up properly. This is part of the reason the air line is placed above the level of the emergency drain in Bean's original design. Doing so keeps the water level stable at a higher level until air is purged from the siphon.

This placement also means that in case of failure and rising water levels, the order of backup operation is:
  1. open channel takes more water
  2. dry emergency kicks in
  3. open channel airline tubing occludes and converts the open channel to a full siphon.

The setup that BRS uses has a potential flaw in that since the air intake for the open channel is a simple hole, it will occlude and convert to a siphon before the dry emergency kicks in. If the siphon is at a lower level than the open channel, the water may not drop enough to cause an issue and the siphon will still purge air as it should, but that depends on the flow and pipe characteristics. For their setup, the order of backup operation is:

  1. open channel takes more water
  2. open channel opening occludes and converts the open channel to a full siphon.
  3. dry emergency kicks in

Great post - thanks for that writeup. You lost me on the last list however. What is is about the BRS design that is bad?

"... in that since the air intake for the open channel is a simple hole, it will occlude and convert to a siphon before the dry emergency kicks in."

Is it bad to have the open channel kick in before the emergency?

Are you saying that having the main siphon and open channel at near height levels in the BRS case is iffy - only because the water fluctuations between open channel and main siphon will cause air getting into the main siphon (on startup, emergency) etc.?

Edit: Just re-read your post... It seems that the issue of having the open channel hole in the PVC between emergency and normal siphon is:

That it may allow the main siphon to get air in it and the water level will not remain stable. Yes?
 
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