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.
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.
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
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.
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.
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:
- Pump turns on. Water starts to flow and the water level in the overflow rises.
- 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.
- 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.)
- The water approaches the emergency drain level, or possibly goes over and stays at this level until the air is purged from the siphon.
- 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:
- open channel takes more water
- dry emergency kicks in
- 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:
- open channel takes more water
- open channel opening occludes and converts the open channel to a full siphon.
- dry emergency kicks in