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PostPosted: Aug 13th, '14, 13:59 
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Squatchaponics wrote:
One more thing to consider is the cost of connectors and plumbing. If you build 6 GB's out of IBC's you will have a considerable expense in plumbing fixtures.

You can build something like in diagram with just a few simple fittings... design it right on paper the first time and you can easily avoid the costs associated with multiple fittings e.g. use box pipe or large bore DWV and uniseals for the distribution manifold instead of narrow pressure PVC and individual GB balancing valves; use a common drain etc.


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PostPosted: Aug 13th, '14, 14:05 
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Matt_Lincoln wrote:
Are auto siphons still the way to go? I previously had build a single IBC and the auto siphon was a pain in the a$$ so I cannot imagine the trouble Id have with multiple growbeds, so honestly I think my plan is flood and drain using a 1'' standpipe small hole and the bottom and a bulkhead fitting in the opposite corner to the inlet into the IBC or a constant flood system.

If you're going to employ a timer, then I don't see any point in using siphons (yeah... they're cool to watch, but they can be troublesome at the most inappropriate times). I only use siphons in CF systems to help prevent still-water pockets which may become anaerobic by changing the water level.

Use an air pump for the FT/ST for the periods when the water pump is off.


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PostPosted: Aug 13th, '14, 14:21 
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Uniseals seem hard to source in Port Lincoln, does anyone use an online supplier they can recommend ?


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PostPosted: Aug 13th, '14, 14:50 
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http://www.backyardaquaponics.com/forum/viewtopic.php?f=11&t=13288


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PostPosted: Aug 13th, '14, 15:06 
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Thank you !!


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PostPosted: Aug 13th, '14, 15:59 
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A quick penned plan.

Attachment:
plan1.JPG
plan1.JPG [ 89.52 KiB | Viewed 1481 times ]


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PostPosted: Aug 13th, '14, 21:27 
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A couple of comments...

For the distribution to the GBs, it might be useful to do a search for "common distribution manifold" : a simple way to use gravity and some very simple physics do deliver equal volumes of water to each GB without the need for balancing valves or other technology. Install a drain back to the ST and a removable end cap will come in handy for maintenance and occasional cleaning.

Instead of using multiple DWV90 'T' pieces, I'd be looking at the availability of box pipe, or using the large diameter DWV with uniseals and "small" diameter vertical risers (25mm or smaller PVC works nicely with 90/100mm piping and uniseals, it's possible now to mix DWV, stormwater and pressure PVC!

Add an overflow from the FT back into the drain (or direct back to the ST) allowing the flexibility to isolate all GBs whilst still circulating water from the ST to FT and back again, and as insurance if the SLO gets blocked for any reason.

For the GB drains, have a look for shower drains (40mm); they're compatible with pressure PVC threads and you can then fit your 25mm into that drain using a 25mm PVC reducer (as they do at BYAP -- I've played with many variants and always end up back at the tried and proven method). They also allow for (very close to) complete drainage.


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PostPosted: Aug 14th, '14, 07:29 
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Does anyone have any sources for the distribution manifolds in Australia? I have googled to no avail


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PostPosted: Aug 14th, '14, 07:40 
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You make the CDM yourself, using a large bore pipe located below the lowest GB level and use vertical risers to distribute equivolume amounts of water to each GB. I've posted pics showing the concept here on the forum, a few minutes searching should yield results.


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PostPosted: Aug 14th, '14, 08:23 
Seriously, this cant be healthy.
Seriously, this cant be healthy.
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If you get them made they cost a fortune.

You can just make them up yourself.


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