chileheadcraig
Civil/Environmental
- Nov 15, 2002
- 50
There is a discussion between myself and another engineer as to the actual definition of TDH (total dynamic head), being the head condition that is specified to the pump manufacturer for the duty point.
Assume that this is a suction lift pump (so that both suction and discharge lifts are +), so it was my assumption that friction and minor losses and the suction lift were used for the NPSH calculation. Then once it was determined that the NPSHr was met, then a sepetate dynamic discharge head is calculated also for static, friction and minor losses. Now when spec-ing the pump, are the Suction and Discharge static + losses added to get the Total Dynamic Head OR do you use the Total Dynamic Discharge Head when specifying the duty point? I assumed that the Suction calcs were only used for NPSH and not TDH.
Please clarify! Thanks a bunch
Assume that this is a suction lift pump (so that both suction and discharge lifts are +), so it was my assumption that friction and minor losses and the suction lift were used for the NPSH calculation. Then once it was determined that the NPSHr was met, then a sepetate dynamic discharge head is calculated also for static, friction and minor losses. Now when spec-ing the pump, are the Suction and Discharge static + losses added to get the Total Dynamic Head OR do you use the Total Dynamic Discharge Head when specifying the duty point? I assumed that the Suction calcs were only used for NPSH and not TDH.
Please clarify! Thanks a bunch