|

|
Manifolds & Flow rate dynamics & AM3000 |
|
||||||
|
|
#41 |
|
Governor
Join Date: Aug 2000
Location: Pacific WA
Posts: 1,220
|
This is what makes the pump good= 1 1/2 pipe get alot of flow . If thats to much for your needs be creative and restrict it a little ,back it off but it still will be better than most pumps= cheap to run,quiet and later if you need more spend a few $0.01 and redue the plumbing
|
|
|
|
|
#42 |
|
Mayor
|
Finally, I've read to the end of this thread. *whew*
I may have missed a couple of things through all the friendly bantering. But I think the basic question is how come we get less head pressure through these manifolds of smaller pipes. First, to sort of answer Organicreefer's question about flow--here is the approximation that I use: The change in pipe dia is equal to the change in volumetric flow squared (assuming linear velocity is unchanged). Paul hit on it when he talked about the AREA of a pipe rather than it's diameter. When calculating head pressure on a manifold. Each port is calculated separately. That is, head pressure from the pump would be equal at all ports if the manifold were horizontal. Vertical manifolds start with the pressure losses at the level of the port--this is why you need an even number of ports--it really helps with balancing the system. Total approx head pressure can be calculated by the following: 1/total= 1/port 1 + 1/port2 + 1/port3 + etc.... BTW, too little head pressure can be just as bad as too much. The best thing to do is to get a pump curve (from the manufacturer) for the pump and design your system around the pump curve.
__________________
-Todd |
|
|
|
|
#43 |
|
Council
Join Date: Oct 2000
Location: US, MI
Posts: 289
|
It would be nice if Dolphin would give us designs of the "best" way to plumb this pump in a closed-loop!
__________________
-BigLar |
|
|
|
|
#44 |
|
Governor
Join Date: Aug 2000
Location: Arden, NC USA
Posts: 2,767
|
Dolphin sells a manifold that attaches to the pump itself, that if one looked at it, you could logically assume that it were intended for a manifold.
Here again, Area plays into the equation.
__________________
Paul C Timing has an awful lot to do with the outcome of a rain dance. |
|
|
|
|
#45 |
|
Governor
Join Date: May 2001
Location: Northern CA
Posts: 2,171
|
big lar ,have you read dolphins plumbing page?its all right there
use 1.5 inch pipes,don not reduce below one inch ,reduce at the last possible point= the best way![]() |
|
|
|
|
#46 | |
|
Moderator
Join Date: Jun 2000
Location: Alta Loma,Ca
Posts: 2,943
|
Quote:
|
|
|
|
|
|
#47 |
|
Council
|
Thats what I said
But the quote that organic posted from dolphin is ALL TRUE. It's "Dolphins" reply to "my" e-mail to them I dont get it either ![]() |
|
|
|
|
#48 |
|
Moderator
Join Date: Jun 2000
Location: Alta Loma,Ca
Posts: 2,943
|
So this leads me to think that Dolphin should stick to building pumps and let the pros figure out the plumbing
![]() |
|
|
|
|
#49 |
|
Governor
Join Date: Aug 2000
Location: Arden, NC USA
Posts: 2,767
|
Guys, please refer to AREA.
If you go from 1-1/2 to 1" and thats it then you lose 44%. Area of 1-1/2 pipe = 1.767 sq in Area of 1" pipe = .78 sq in Take .78 / 1.767 and multiply by 100 and you get 44.3% This is what I have been saying since the first thread, but it seems to be ignored.
__________________
Paul C Timing has an awful lot to do with the outcome of a rain dance. |
|
|
|
|
#50 |
|
Council
|
That CAN be very TRUE
I mean (I dont have one YET) EVERY one I know that use a am3000 says that they are very powerful, and whos going plumb it in ONE 1 1/2" return ??You have to split for something right???AHHHHH I dont know!?!?!?!??!? |
|
|
|
|
#51 |
|
Governor
Join Date: Aug 2000
Location: Arden, NC USA
Posts: 2,767
|
Guys, I have a am3000 plumbed with 1-1/2 pipe to my manifold that breaks it into (4)3/4" lines. I can stick my hand in front of any of those lines inside the tank and feel the pressure.
My AREA"s equall out.
__________________
Paul C Timing has an awful lot to do with the outcome of a rain dance. |
|
|
|
|
#52 |
|
Governor
Join Date: May 2001
Location: Northern CA
Posts: 2,171
|
ltspd,im sure you get decnt flow out of youre manifold,but an ampmaster capable of more than you give it credit for,after all ,you dont have the other way in front of you to compare
did you guys read the emails from dolphin?????dont you think they have tested their pumps????i thought this was long over with ,some people just dont want to hear certain things i guess....im done with this subject........ |
|
|
|
|
#53 |
|
Governor
Join Date: May 2001
Location: Northern CA
Posts: 2,171
|
one last thing the reason they sell a manifold with 3/4 inch outlets is because alot/most of people with existing setups pretty much have 3/4 plumbing.it also applies to alot of skimmers etc.
its a simple way to multi task an ampmaster to an existing set-up....not the best way. |
|
|
|
|
#54 | |
|
Moderator
Join Date: Jun 2000
Location: Alta Loma,Ca
Posts: 2,943
|
Quote:
I got it. I'm just not sure if Dolphin does Now, I know what their referring to, its just that they should make themselfs a little more clear.....Oh yeah, I'm still not sure I agree with you I do know that I reduce down to 1" at a 1.5" tee and get more then enough flow from my two 1" Sea Swirls............that's really all that matters to me ![]() |
|
|
|
|
|
#55 | |
|
Governor
Join Date: May 2001
Location: Northern CA
Posts: 2,171
|
Quote:
Last edited by organicreefer; 02-05-2002 at 10:33 PM. |
|
|
|
|
|
#56 |
|
Moderator
Join Date: Nov 2000
Location: Wichita, Kansas
Posts: 5,318
|
Friction Loss
Check this out for calculations on friction loss...excellent point....And I think paul has done his math on this area....I think we all agree that we are gonna lose some by reduction ....but if there is an effecient way to do multiple outlets off of a AM3000 its with a manifold with the correct calculations in place....heres the link to figure your Friction Loss
http://www.plumbingsupply.com/flowchart.html |
|
|