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Unread 07/14/2015, 03:18 PM   #8551
Skydivingcat
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Quote:
Originally Posted by Bent View Post
That's a good idea, I've never tried turning down the return line. I'll give that a shot tonight.

Why would you want to reduce flow?


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Unread 07/14/2015, 05:02 PM   #8552
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Originally Posted by Skydivingcat View Post
Why would you want to reduce flow?
Beats me but I'm willing to try anything at this point.


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Unread 07/14/2015, 05:08 PM   #8553
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Originally Posted by Skydivingcat View Post
Why would you want to reduce flow?

If his open line is flowing too much water then it is apparent that his full siphon is not keeping up with his return.


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Unread 07/14/2015, 05:41 PM   #8554
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anyone?


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Unread 07/14/2015, 06:24 PM   #8555
Skydivingcat
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Originally Posted by Swope2bc View Post
If his open line is flowing too much water then it is apparent that his full siphon is not keeping up with his return.
That seems like the backwards way to do it. Seems to me you should determine the flow required for your tank then size return and drain to meet those requirements.

I think in the three hundred or so pages in this thread this is the first time that the siphon drain could not keep up with the return flow.


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Unread 07/14/2015, 06:26 PM   #8556
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Originally Posted by Bent View Post
That's a good idea, I've never tried turning down the return line. I'll give that a shot tonight.
Replied to your other thread - What is your flow? My guess is your plumbing is the issue. How big is the vinyl tubing? A standard 1" pvc pipe can handle well in excess of 1500 gph when dropping 8', but the vinyl tubing is probalby throttling the system. At very least it's probalby causing problems with the open channel. For the system to start up properly, the water level needs to rise to the emeregency drain and stay up long enough for the siphon to purge the bubbles, then it will gradually drop down to steady state. this also depends on the open channel never coverting to a siphon.

Also, where do you have the valve for your siphon? If you have it up top, the negative pressure caused by the siphon can cause the viny tubing to collapse


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Unread 07/14/2015, 06:30 PM   #8557
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Originally Posted by Reefer PT View Post
Just looking for confirmation. standard 120gal tank. Internal weir is C2C at 2" deep by 5" high. External Box I would like to do a 30"X 8"high by 3.5" deep box with 3 1" bulkheads in bottom of box and 1.25 pvc after bulkhead, BA drain. All glass using Momentive RTV silicone. For the holes between the boxes I found this drawing.

Now I was hoping to use the same hole saw as for the 1" bulkheads and only do 3-4 holes in the back of the tank.
1.Do you think using a 45mm hole and reducing the hole count would be detrimental or I should stick to the drawing and do a C2C external box too?
2. Do these holes b/t the internal and external need to have bulkheads on them to strengthen the glass?
3. Do the dimensions of the boxes seem right?
Thanks for your help.
Dave
Don't have time to write more, but in general:
It depends on your flow.
You don't have to have the external box be coast to coast, but you do need enough holes/area to allow the water to flow relatively unimpeded
The holes should be about at the same height as the water level which is set by your plumbing
Bulkheads do nothing to strengthen the glass
If yoour external box will be glass, make sure it is large enough to drill the holes without compromising the integrity.


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Unread 07/14/2015, 06:49 PM   #8558
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Originally Posted by sleepydoc View Post
Replied to your other thread - What is your flow? My guess is your plumbing is the issue. How big is the vinyl tubing? A standard 1" pvc pipe can handle well in excess of 1500 gph when dropping 8', but the vinyl tubing is probalby throttling the system. At very least it's probalby causing problems with the open channel. For the system to start up properly, the water level needs to rise to the emeregency drain and stay up long enough for the siphon to purge the bubbles, then it will gradually drop down to steady state. this also depends on the open channel never coverting to a siphon.

Also, where do you have the valve for your siphon? If you have it up top, the negative pressure caused by the siphon can cause the viny tubing to collapse
The vinyl tubing is also 1" ID. (Of course it is restricted a tad by the smaller nipples that you clamp the tubing too.) The open channel seems to be hogging all the flow. On start up, even with the siphon channel valve completely closed, the water level never makes it down the emergency pipe before the open channel just starts draining the box like mad.

Sigh. I'm going to have to replumb this aren't I?


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Unread 07/15/2015, 04:07 AM   #8559
Reefer PT
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Quote:
Originally Posted by sleepydoc View Post
Don't have time to write more, but in general:
It depends on your flow. About 1000gph after head loss
You don't have to have the external box be coast to coast, but you do need enough holes/area to allow the water to flow relatively unimpededfor 45mm holes is 3 enough then? Or is 4 better?
The holes should be about at the same height as the water level which is set by your plumbing
Bulkheads do nothing to strengthen the glass
If yoour external box will be glass, make sure it is large enough to drill the holes without compromising the integrity. so is 3.5" too narrow then? From other posts on this thread that seemed to be a common dimension. Just want to know what is best..



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Unread 07/16/2015, 03:14 AM   #8560
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Quote:
Originally Posted by Reefer PT View Post
Just looking for confirmation. standard 120gal tank. Internal weir is C2C at 2" deep by 5" high. External Box I would like to do a 30"X 8"high by 3.5" deep box with 3 1" bulkheads in bottom of box and 1.25 pvc after bulkhead, BA drain. All glass using Momentive RTV silicone. For the holes between the boxes I found this drawing.

Now I was hoping to use the same hole saw as for the 1" bulkheads and only do 3-4 holes in the back of the tank.
1.Do you think using a 45mm hole and reducing the hole count would be detrimental or I should stick to the drawing and do a C2C external box too?
2. Do these holes b/t the internal and external need to have bulkheads on them to strengthen the glass?
3. Do the dimensions of the boxes seem right?
Thanks for your help.
Dave
1) It depends. You want the internal and external to be one body of water. Hence no water level change, with water level at the center of the hole. The more "freely" the internal and external box communicate, the better off you will be. The implication is: you are not using the full diameter of the hole. Therefore what might appear to be overkill, may well be under kill.

2) You don't want any bulkheads in the holes. It will restrict the communication between the internal and external boxes. This is just one of the potential issues with the "ghost overflow" line of thought, that requires such bulkheads to hold everything together. One body of water, with waterline at the hole center line, is what you want.

3) The dimensions of the boxes, depends on the size of the pipe/fittings. It also depends on having the proper height differences between the inlets to the standpipes. Essentially, the tops of the down-turned elbows will be just a bit above the waterline. (slight variations.) So the final practical dimensions are up to you to determine, by measuring the plumbing etc, so everything ends up where it needs to be.


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Unread 07/16/2015, 04:00 AM   #8561
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Quote:
Originally Posted by Bent View Post
The vinyl tubing is also 1" ID. (Of course it is restricted a tad by the smaller nipples that you clamp the tubing too.) The open channel seems to be hogging all the flow. On start up, even with the siphon channel valve completely closed, the water level never makes it down the emergency pipe before the open channel just starts draining the box like mad.

Sigh. I'm going to have to replumb this aren't I?
There is a very short list of possibilities for the cause of your issue.

1) Your pipes are too deep in the sump. They need to be less than 1" below the surface of the sump. Any more than that creates the need for greater head pressure to purge the air out of the siphon line.

2) The air vent line is to low in the overflow box. If it is too low, the open channel will trip to siphon, before the siphon has a chance to purge the air. If the water level does not make it to the top of the dry emergency, there will not be enough head pressure to start the system, and hence the open channel takes all the flow. That is the acid test. The air vent line inlet needs to be above the inlet to the dry emergency,

3) Horizontal runs in the plumbing can cause the siphon to air lock, and the open channel takes all the flow.


3) Less common problem, is the bulkheads being too large for the flow rate. If you have 1.5" bulkheads, and 600gph (just a random low flow number) the system will not start, and the open channel takes all the flow.

4) Vinyl tubing is a poor material to use. The fittings are restrictive, just for one. If you need "flexibility" then spa-flex is the material to use. Quite honestly, there should be no need for flexibility, as a little thought can usually solve most routing problems.

Invariably, with start up issues, it is a problem with the implementation. How it was put together. Using a fine tooth comb, and going over the implementation, will solve the issue.

**********************************************************

Topic Change:

In this post http://reefcentral.com/forums/showpo...postcount=8530, (no reflection on the person that posted it) the dry emergency is way to low in relation to the other two standpipes, and the water level has no place to rise. It is a certain recipe for a failed system. I have stressed this in the past, but I will go back to it again: you cannot stuff this system in a tiny box, and expect it to work the way it is supposed to. It may drain water, but it will not work the way it is supposed to. I have run too many tests on "jamming" it in small boxes. This system functions on head pressure, not miracles, and the setup in the cited post, will not get any head pressure on the siphon.If you look back a ways in this thread, I posted a link to a video that shows how high the water level needs to get to start the siphon, the right way.

I am not enthralled with the internal/external concept, and I built it over 5 years ago. It works well, but was a waste of time. I don't think the "need for minimal footprint" should outweigh the need for performance, and the "small" internal/external setups (aka "ghost overflow") are self defeating, and a considerable step backwards, performance wise. What should come first is the needs of the system, not aesthetics; the "ghost overflow" is no more aesthetic than an original design BA, but from what I have seen, the original design BA out performs it.


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Last edited by uncleof6; 07/16/2015 at 04:03 AM. Reason: added blurb on vinyl tubing...
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Unread 07/16/2015, 08:41 AM   #8562
Reefer PT
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Quote:
Originally Posted by uncleof6 View Post
I am not enthralled with the internal/external concept, and I built it over 5 years ago. It works well, but was a waste of time. I don't think the "need for minimal footprint" should outweigh the need for performance, and the "small" internal/external setups (aka "ghost overflow") are self defeating, and a considerable step backwards, performance wise. What should come first is the needs of the system, not aesthetics; the "ghost overflow" is no more aesthetic than an original design BA, but from what I have seen, the original design BA out performs it.
Maybe a 2 new sticky threads should be started with one being a proper internal only BA setup and one for Internal/external setups. As I made an honest attempt to read through this monster of a thread I came to the conclusion (maybe falsely) that the internal/external overflow was "the best way." Uncle, thank you for so much time you put into this thread! I just feel that it has become information overload as so many have tried to modify the system and have sought advise on how to deal with the problems. I feel there just needs to be a simple HOW -TO thread and if someone varies the system, they should seek help on a separate thread.
Dave


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Unread 07/19/2015, 05:25 PM   #8563
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Wondering if anyone has tried this before. I currently run a Bean Animal drain. I wanted to try to get more turn over in the tank. If I add a gate valve to the secondary drain and turn it into Herbie would there be any reason that comes to mind that it wouldn't work? Once I know that more turnover in the tank would remedy some of the issues I am having then I would consider re-drilling 3 more holes to setup another full Bean Animal system. I just don't want to do it if there is any reason that I am not thinking of at the moment that will cause it to not work properly.


Thanks,

Adam


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Unread 07/19/2015, 07:44 PM   #8564
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Originally Posted by Adamc1303 View Post
Wondering if anyone has tried this before. I currently run a Bean Animal drain. I wanted to try to get more turn over in the tank. If I add a gate valve to the secondary drain and turn it into Herbie would there be any reason that comes to mind that it wouldn't work? Once I know that more turnover in the tank would remedy some of the issues I am having then I would consider re-drilling 3 more holes to setup another full Bean Animal system. I just don't want to do it if there is any reason that I am not thinking of at the moment that will cause it to not work properly.


Thanks,

Adam
I put a ball valve on my open channel and it's the only way I could get my application to work.


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Unread 07/19/2015, 08:11 PM   #8565
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I'll be drilling my tank for the external Bean design this week, and was hoping someone could answer two quick questions for me:

1) Will two holes in the tank draining into the box be enough or should I have three?
2) Is there a set size for dimensions of the box? Or can I make it whatever size I want?

Thanks!


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Unread 07/19/2015, 10:21 PM   #8566
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Quote:
Originally Posted by Reefer PT View Post
Maybe a 2 new sticky threads should be started with one being a proper internal only BA setup and one for Internal/external setups. As I made an honest attempt to read through this monster of a thread I came to the conclusion (maybe falsely) that the internal/external overflow was "the best way." Uncle, thank you for so much time you put into this thread! I just feel that it has become information overload as so many have tried to modify the system and have sought advise on how to deal with the problems. I feel there just needs to be a simple HOW -TO thread and if someone varies the system, they should seek help on a separate thread.
Dave
Yes - the thread has become unmanageably large and long; and much of it is not relevant, making searching through it difficult. I don't know that starting a new thread would fix that. User forums like Reef Central are great for discussions and Q&A, but rather poor as reference sites. I've toyed with the idea of setting up a wiki or some other reference site, but honestly don't have the time right now. Hopefully some day...


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Unread 07/19/2015, 10:28 PM   #8567
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Originally Posted by Adamc1303 View Post
Wondering if anyone has tried this before. I currently run a Bean Animal drain. I wanted to try to get more turn over in the tank. If I add a gate valve to the secondary drain and turn it into Herbie would there be any reason that comes to mind that it wouldn't work? Once I know that more turnover in the tank would remedy some of the issues I am having then I would consider re-drilling 3 more holes to setup another full Bean Animal system. I just don't want to do it if there is any reason that I am not thinking of at the moment that will cause it to not work properly.


Thanks,

Adam
What is your setup, and how much flow are you running? In his original description, Beananimal describes 1" bulkheads with 1.5" pipes running 2000 GPH, and that's not even wide open.

If I read your post correctly, you are talking about running a full siphon (presumably wide open,) a 2nd full siphon dialed back with a gate valve and a dry emergency? Doing this eliminates one of the failsafes of the system, so I can't recommend it. Unless you have significantly undersized bulkheads, flow shouldn't be an issue.


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Unread 07/19/2015, 10:32 PM   #8568
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Quote:
Originally Posted by StrangeDejavu View Post
I'll be drilling my tank for the external Bean design this week, and was hoping someone could answer two quick questions for me:

1) Will two holes in the tank draining into the box be enough or should I have three?
2) Is there a set size for dimensions of the box? Or can I make it whatever size I want?

Thanks!
1. You need 3 holes for a bean. Please re-read Bean's original description and make sure you understand the operation and fail-safe mechanisms.
2. Sizing of the overflow box depends on your tank, plumbing, flow, etc. There is no single 'correct' size. Before you drill your tank, you should carefully plan everything out with you overflow box, plumbing, etc to make sure you have everything sized and spaced correctly. Take your time and do this right before proceeding; you'll save yourself heartache later on.


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Unread 07/20/2015, 03:07 AM   #8569
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Quote:
Originally Posted by StrangeDejavu View Post

1) Will two holes in the tank draining into the box be enough or should I have three?
!


Quote:
Originally Posted by sleepydoc View Post
1. You need 3 holes for a bean. Please re-read Bean's original description and make sure you understand the operation and fail-safe mechanisms..


Your always a huge help doc, but he is asking if two holes through the tank into an external box (with 3 hole bean in the external) is sufficient.

Because you want steady even flow through to the external box and drains I recommend going with 3 wholes, but Doc may have a differing opinion.


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Unread 07/20/2015, 07:52 PM   #8570
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Quote:
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1. You need 3 holes for a bean. Please re-read Bean's original description and make sure you understand the operation and fail-safe mechanisms.
I understand that the three pipes used in Beans design needs three holes. But in many of the external box designs i've seen around YouTube and this forum, they did something like this plan I found on Google Images. Notice how the guy plans to drill two holes in his display tank for the water to drain into his external box where the Bean plumbing is housed. There's even a video of a guy functional 40 breeder with external Bean overflow and he had what appeared to be 2 holes. I just wanted to be sure two was enough, otherwise I will do 3 to be safe.




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Unread 07/20/2015, 07:59 PM   #8571
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It's just a pass through. You could do one hole if it was big enough.


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Unread 07/20/2015, 08:29 PM   #8572
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It's just a pass through. You could do one hole if it was big enough.
Thank you, that's all I needed to hear.


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Unread 07/20/2015, 08:30 PM   #8573
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Quote:
Originally Posted by StrangeDejavu View Post
I understand that the three pipes used in Beans design needs three holes. But in many of the external box designs i've seen around YouTube and this forum, they did something like this plan I found on Google Images. Notice how the guy plans to drill two holes in his display tank for the water to drain into his external box where the Bean plumbing is housed. There's even a video of a guy functional 40 breeder with external Bean overflow and he had what appeared to be 2 holes. I just wanted to be sure two was enough, otherwise I will do 3 to be safe.

I would drill as many as I can fit into the width of the box. On my tank it was done that way opposed to being grooved and I notice that the box doesn't get as much water as the siphon can handle which causes me to have less turn over then I want.


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Unread 07/20/2015, 09:27 PM   #8574
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Quote:
Originally Posted by StrangeDejavu View Post
I understand that the three pipes used in Beans design needs three holes. But in many of the external box designs i've seen around YouTube and this forum, they did something like this plan I found on Google Images. Notice how the guy plans to drill two holes in his display tank for the water to drain into his external box where the Bean plumbing is housed. There's even a video of a guy functional 40 breeder with external Bean overflow and he had what appeared to be 2 holes. I just wanted to be sure two was enough, otherwise I will do 3 to be safe.
Sorry - I misunderstood your question.

Like floyd said, the number of holes doesn't matter, as long as they are sufficient to allow relatively unrestricted flow through to the external box. I don't have a good rule to gauge the size of the though-holes, but remember, the entire flow of your sump/overflow will be running though them. If you're trying to run 1000 gph then a single 1.75" hole (1" bulkhead size) will probably be a bit small.


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Unread 07/22/2015, 09:49 PM   #8575
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Not sure if this has been answered in the thread already but I'm wondering about oversizing the pipes on the drain line vs. the bulkheads. I'm setting up a 250 with a peninsula overflow (first photo). 1.5" bulkheads and thinking of going with 2" piping. The drainage will flow through the first floor into the basement.

While I'll be going through the floor with flex pvc as there are some unique turns, there will likely be a nearly horizontal run from the area behind and above the furnace to the sump on the right (second photo with the drain lines coming down from the first floor where the [1] is). Will this present a problem for a silent drain and/or greatly reduce flow?

Planning on running back up from the sump with 1.5" pipe via a Reeflo Hammerhead (green arrow). I'm guessing ~14ft of head on that.


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