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 Post subject:
PostPosted: Mar 30th, '08, 11:34 
Seriously, this cant be healthy.
Seriously, this cant be healthy.
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Alex, Have you considered using IBC's cut in 1/2 for growbeds? They would fit in the ~1m gap well.


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 Post subject: Re: AlexP system
PostPosted: Apr 2nd, '08, 19:15 
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1 m growbed is a bit wide, the width needs to include access as well. But its a good place to start thinking.


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 Post subject: Re: AlexP system
PostPosted: Apr 5th, '08, 14:56 
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oops i just found out what happens when one of these ponds overfills,
they kinda collapse, now i only have about 100mm of water in one.


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PostPosted: Apr 5th, '08, 17:06 
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Thanks for sharing Alex, not a nice picture in my head for your fish though.


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 Post subject: Re: AlexP system
PostPosted: Apr 5th, '08, 17:38 
AlexP wrote:
oops i just found out what happens when one of these ponds overfills,
they kinda collapse, now i only have about 100mm of water in one.


Fixable AlexP.... or beyond repair?


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 Post subject: Re: AlexP system
PostPosted: Apr 5th, '08, 18:03 
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i was just topping it up, no fish in it yet. I'm glad there was no fish in it cause the water was gushing out pretty fast. My neighbour alerted me, and i suspect his response time was pretty fast. possibly lost 85% of the water in maybe 2 minutes.

No damage per se, it was just an overfilling, (slow at that, rainwater tank flow is slow). Personally, i can't understand how it physically occurs, as with a quick re-adjustment. (ie a shove) it stops overflowing and works (ring float) normally .


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 Post subject: Re: AlexP system
PostPosted: Apr 7th, '08, 20:34 
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just confirmed it with the neighbour, the pond 'locally collapsed' at the low point when the water over topped it.

i supposed that is why dams have spill ways.


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PostPosted: Apr 8th, '08, 17:04 
Seriously, this cant be healthy.
Seriously, this cant be healthy.
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The wieght of the water pushes the side out, once it goes 1/2 way over the ring. As more water starts to flow over, the side gets pushed down more and Woosha. Wet grass :D


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 Post subject: Re: AlexP system
PostPosted: Jun 9th, '08, 21:30 
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Hi
Came back from holiday and noticed that the ponds now longer seem to be able to self support. Probably due to flotation ring being too soft. Other than re inflating the rings further, what other methods are there to keep these ponds up. I noticed on the video that comes with this forum the guys first system used a pool that needed some type of support.


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 Post subject: Re: AlexP system
PostPosted: Jun 9th, '08, 22:09 
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I suggest it is time to get a little more fair dinkum. Solid tanks and grow bed's are a must if you want a reliable system ..... I personally think stainless steel is ideal.


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 Post subject: Re: AlexP system
PostPosted: Jun 10th, '08, 06:28 
Seriously, this cant be healthy.
Seriously, this cant be healthy.
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You could build up an earthen wall around the pools, this will turn the pools into more of a liner.


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 Post subject: Re: AlexP system
PostPosted: Jun 10th, '08, 07:04 
And insulate them.... good thinking OBO


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 Post subject: Re: AlexP system
PostPosted: Jun 10th, '08, 20:05 
Seriously, this cant be healthy.
Seriously, this cant be healthy.
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I have a habit of pileing up dirt :D


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 Post subject: Re: AlexP system
PostPosted: Jun 15th, '08, 13:56 
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i'm looking at getting the top half of a polyethylene tank, but before i do, i need to know whats involved in welding the man/hole (water inlet hole) back on?
any advice out there?


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 Post subject: Re: AlexP system
PostPosted: Jun 15th, '08, 14:10 
I'm assuming you intend to plastic weld the manhole and inlet hole....

Plastic welding can be done and can be quite effective and strong.... if you know what you're doing and have the appropriate tools....

If you intend to then "invert" the tank top and fill it with water... then obviously the weld/repair will require the strength to hold approx 1 tonne of water for every 1000ltrs you fill it with.....

Think that requirement would mean that you'd probably either have to have the welding done professionally....

Or that you'd have to find another way to reinforce/brace the weld area.... is it worth the cost???? and/or risk???


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