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I’ve been mulling over an interesting idea recently, basically to avoid buying more new lift pumps…
So, let’s talk pump plumbing!
When we see two or more pumps feeding one return, manifold, or piece of equipment; this is typically in a parallel configuration for pump redundancy, and a nominal max flow increase.
However, I don’t really hear people in the aquarium hobby ever talking about running two pumps in series!
— this plumbing arrangement ties one impeller pump’s outlet to a second impeller pump’s inlet. This effectively combines both pumps maximum lift heights, with a minimal gain in flow rate.
This series configuration is ideal for applications which are high pressure, lower flow.
I decided to do some digging on how this concept is used in the real world for more serious commercial applications, and found some enlightening comments within engineering forums about the topic!
Primarily discussed were the issues, or lack thereof with this plumbing arrangement. however, an interesting point about potentially over-pressurizing the upstream pump’s volute/seals was brought up!
Here’s an example of a very thoughtful user’s words on bypass plumbing and phased pump starting, in context to massive external pumps for a raw water treatment facility… — as far as I’m aware, these factors are less relevant in a submersible series plumbed pump application… or, are these drawbacks still a concern in a submersible application somehow that I’m missing?
thoughts?
So, let’s talk pump plumbing!
When we see two or more pumps feeding one return, manifold, or piece of equipment; this is typically in a parallel configuration for pump redundancy, and a nominal max flow increase.
However, I don’t really hear people in the aquarium hobby ever talking about running two pumps in series!
— this plumbing arrangement ties one impeller pump’s outlet to a second impeller pump’s inlet. This effectively combines both pumps maximum lift heights, with a minimal gain in flow rate.
This series configuration is ideal for applications which are high pressure, lower flow.
I decided to do some digging on how this concept is used in the real world for more serious commercial applications, and found some enlightening comments within engineering forums about the topic!
Primarily discussed were the issues, or lack thereof with this plumbing arrangement. however, an interesting point about potentially over-pressurizing the upstream pump’s volute/seals was brought up!
Here’s an example of a very thoughtful user’s words on bypass plumbing and phased pump starting, in context to massive external pumps for a raw water treatment facility… — as far as I’m aware, these factors are less relevant in a submersible series plumbed pump application… or, are these drawbacks still a concern in a submersible application somehow that I’m missing?
thoughts?
