I was just re-reading your response regarding collection area. I'm curious though, on your example, if you have 4' of extra liner outside of the stream, how do you landscape that? I mean, rocks and such will be closer to the stream bed,.. you wouldn't be able to plant on top of that 4' of liner on each side.You want to build from the bottom up if possible and that liner should get brought up the hill I'll go with a foot or more.
then the stream starts a foot below or more from the top of the basins liner . Laying on top of the basins liner . I myself would seam it just because I can.
. Or possibly just caulk it. The only reason for this is to insure something doesn't move while building around it. Like that never happens.
then if you have a waterfall or a biofalls that ultimately should be the same liner but if it needs to be a third then the stream liner gets placed VERTICALY ABOUT A FOOT HIGHER THAN THE LINER FROM THE BIO FALLS.
the biofalls liner then gets placed overlaping the streams liner .
if my waterfall is say for foot wide then I will try to make a collection area that is also 4 feet wide off to both sides
why would I do such a large area because I am cheap when it comes to water. And that will be a constant drain on the pond. If the wind blows and you have a say three foot drop on the waterfall or even a foot . With the right wind it can blow the water right of of the containment.
now you can use character stones/ large boulders of to each side of the falls and out Infront of the falls a bit making a horse shoe. This too can stop the wind from blowing the water out of containment.
OK, another day of planning and more questions for the experienced waterfall people.
As mentioned earlier, I'm planning on having two streams going into the one basin and one pump. First, regarding the 2nd stream, I have two options for where it gets the water.
Method #1: after the first water drop from the main spillway, I can have a small pooling area, and off the (in this case) left side I could dig out for the 1' tributary stream, making sure there's enough drop for the water to do it's thing. My issue with this method is that perhaps there wont be enough pressure to create any kind of rushing water effect,.. it would just leave the pooling area and start downhill, but that about it.
Method #2: I could put a Y adapter before the main spillway, one flex pipe goes into the 22" spillway, and I then send another flex pipe to a smaller, 12" spillway, placed just off to the other side, maybe facing a bit to the left, which would feed the 2nd, smaller stream. I could also put a valve of some kind before the smaller spillway, in order to throttle back the pressure, since it's a smaller stream. This is quite a bit more expensive,.. another spillway purchase, and additional rocks, valve, etc.
Which of these two methods (or any other methods I'm missing) do you guys think would work best in order to create the 2nd stream?
GBBUDD, my last post was a direct response to your previous one,... that said, I'm now getting some varying input on what mil liner to purchase. I was set on getting 45 mil, but have another person saying I need to to go with 60 mil, for better durability. This of course is much more expensive, and wouldn't 60 mil be way more difficult to maneuver the edges, etc. ? Which do you suggest?No offence intended but i would do more homework into pondless building before you start buying stuff . YOU HAVE A FANTASTIC POTENTIAL IN THAT SLOPE build it once with a wealth of knowledge. and an effective plan.
Some very impressive pond builds
https://whttps://www.youtube.com/watch?v=1TOMbsvXjX8 ww.youtube.com/watch?v=Hc36HtktJD0www.gardenpondforum.com
I'm still vacillating between the 10' or 7.5' wide liner for the main stream. If in fact the stream winds up being mostly on 2', with perhaps a couple of pooling areas spanning 3' or so,... then it would seem the 10' would be way overkill, except for the extra area to catch stray water sprays or whatever. No more than I'll be turning the main stream back and forth, it seems that the 7.5' would suffice. And of course the 7.5 is about 60 bucks cheaper than the 10'.45 mil is what they use for ponds I use to use 60 on all my roofs . While it is thicker with ponds the UNDERLAYMENT is where I found was the practical way to get the durability and reliability. Take my word for it if you place say a 12 oz non woven geo textile your liner and than a seconcond layer on top of you 45 mil liner. It is sandwiched and would be very difficult to damage the liner.
Yes 60 is considerably heavier
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