- Joined
- Jul 1, 2002
- Location
- Michigan / Pennsylvania
giving an excuse like a trickle of water is still enough to save your system makes having two pumps in the first place "over engineering" the problem. If you can survive on no flow then why have the second pump at all? You're already over-working the problem then. The whole point of having two pumps is so that if one fails you're still well within being safe because you have still a decent amount of water flow. If the water is being mostly to completely blocked, you rely mostly on water convection to save you, which makes the fact that you have a second pump pointless. You can do that with just one. I've already proven that works. And your post digerr simply doesn't work here.
AS for ****ing on the thread, Nobody can deny that a parallel setup makes more sense and is easier to build with the pieces he already has than a series setup. Saying that the project is contradicting it's name is telling the truth. Just because you run dual pump doesn't mean you're in a redundent setup. They have to do the function of being redundent. It's not like a pump clogging is a marginal case, it's quite the common one during pump failure. If your "redundent" system cant even handle the common cases what's so redundent about it?
as for single directional valves (backflow valves), they're just circular doors that only open one way from pressure. There is nothing complicated about that. two is all you would need to protect the flow path in a parallel setup completely, while also protecting the secondary pump from possibly getting clogged by whatever was in the water that did in the first or getting eaten away or whatever.
If the water was good then there would be no need for redundency in the first place. calcium buildups come mostly from tap water and poorly treated distilled/deionized water. you can get algea buildup to clog a pump. You can have your impellor shaft eaten from acidic water due to battery effects and have that mess clog a pump. I've seen quite a few pictures of people dumping out nastiness from parts due to the flow being cut off and them not noticing until it's almost too late. Once the flow cuts down a lot things (if they still can) find it much easier to grow and continue to cut flow rate. You cant give me an example saying that a properly made system would not have the pump clog from buildup, because a properly made system would not need a redundent pump setup. Contamination may be uncontrollable or perhaps you dont care to take that much effort into it, whatever the case it's been deemed that redundency is going to be used and it makes no sense to only look at the "best cases" of pump failure in order to determine if a setup is viable.
for someone who is apparently ****ing on the thread, i seem to be the only one acknowledging the huge gaping flaw in the setup that makes it all but pointless to do. you dont build safety systems for the "best cases" and my examples of where it utterly fails are hardly uncommon among system failures.
AS for ****ing on the thread, Nobody can deny that a parallel setup makes more sense and is easier to build with the pieces he already has than a series setup. Saying that the project is contradicting it's name is telling the truth. Just because you run dual pump doesn't mean you're in a redundent setup. They have to do the function of being redundent. It's not like a pump clogging is a marginal case, it's quite the common one during pump failure. If your "redundent" system cant even handle the common cases what's so redundent about it?
as for single directional valves (backflow valves), they're just circular doors that only open one way from pressure. There is nothing complicated about that. two is all you would need to protect the flow path in a parallel setup completely, while also protecting the secondary pump from possibly getting clogged by whatever was in the water that did in the first or getting eaten away or whatever.
If the water was good then there would be no need for redundency in the first place. calcium buildups come mostly from tap water and poorly treated distilled/deionized water. you can get algea buildup to clog a pump. You can have your impellor shaft eaten from acidic water due to battery effects and have that mess clog a pump. I've seen quite a few pictures of people dumping out nastiness from parts due to the flow being cut off and them not noticing until it's almost too late. Once the flow cuts down a lot things (if they still can) find it much easier to grow and continue to cut flow rate. You cant give me an example saying that a properly made system would not have the pump clog from buildup, because a properly made system would not need a redundent pump setup. Contamination may be uncontrollable or perhaps you dont care to take that much effort into it, whatever the case it's been deemed that redundency is going to be used and it makes no sense to only look at the "best cases" of pump failure in order to determine if a setup is viable.
for someone who is apparently ****ing on the thread, i seem to be the only one acknowledging the huge gaping flaw in the setup that makes it all but pointless to do. you dont build safety systems for the "best cases" and my examples of where it utterly fails are hardly uncommon among system failures.