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  • Page 2 of 2 FirstFirst 12
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    Thread: Pond Plumbing Primer Version 2

    1. #21
      bobchapman is offline Member
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      To make this discussion a bit more practical: the 9-foot head in my example is 5 feet of static head plus 4 feet of dynamic head. The other two circuits are nearly zero static head as they are TPR circuits with a flooded suction pump: let's call them 1-foot static head each, and 3-foot and 5-foot dynamic head, respectively. I'd like the TPRs to flow 1000 GPH each, and the waterfall one to flow 2000 gph:
      - TPR#1: 1000 GPH at 1-foot static head plus 3-foot dynamic head,
      - TPR #2: 1000 GPH at 1-foot static head plus 5-foot dynamic head, and
      - waterfall: 2000 gph at 5-foot static head plus 4-foot dynamic head.

      Assuming that I've accurately calculated that 2000 GPH through the waterfall circuit creates a 4-foot dynamic head, and that the two TPR circuits will have ball valves to restrict flow in order to bring their total head up to 9 feet, then am I correct that the pump has to be able to provide 4000 GPH at a 9-foot head?

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    2. #22
      RichToyBox's Avatar
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      Yes. That would be correct.


      Zone 7 A/B
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    3. #23
      bobchapman is offline Member
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      thanks

      Quote Originally Posted by RichToyBox View Post
      Yes. That would be correct.
      Thank you, RTB.
      This has been a very useful conversation to me.
      Bob Chapman

    4. #24
      Noahsnana's Avatar
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      Worth a read.... Plumbing Primer v2...see post #1
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