Hydraulic Losses Through a Pipe

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SUMMARY

The discussion focuses on estimating pressure losses in a water supply system, specifically from a 12" ductile line to a piece of equipment via a 1" tap. The user has calculated friction losses for various pipe sizes (1", 1.5", and 2") and the losses through a 1" meter but seeks to determine the additional losses incurred at a 90-degree turn at the tap. The potential need for a new 2" tap is contingent on the pressure loss through the existing 1" tap. The Suez Water Handbook provides formulas for calculating minor losses in pipelines, which can aid in this estimation.

PREREQUISITES
  • Understanding of hydraulic principles and pressure loss calculations
  • Familiarity with pipe sizing and flow dynamics
  • Knowledge of minor loss coefficients for fittings and valves
  • Experience with tools for hydraulic analysis, such as the Suez Water Handbook
NEXT STEPS
  • Research the calculation of minor losses in fittings using the Suez Water Handbook
  • Learn how to apply the Darcy-Weisbach equation for pressure loss estimation
  • Investigate the impact of pipe diameter changes on flow rates and pressure drops
  • Explore methods for optimizing tap sizes in water distribution systems
USEFUL FOR

Engineers, hydraulic designers, and water resource managers involved in pipeline design and optimization will benefit from this discussion.

cbennett3
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TL;DR
To help better understand the minor losses through a tap on ductile iron pipe.
I am trying to estimate the pressure loss from a tap to a piece of equipment we are feeding water to. I have the pressure on the 12" ductile line. I have the friction losses in the different pipe sizes (1",1.5", and 2") for the service line. I also have the losses through the 1" meter. The only thing I lack is the actual losses through that 90 deg. turn at the tap on the 12" main. We already have a 1" tap and want to use it then up size to a 2" service line and feed the piece of equipment. But if there is too much loss through that 1" tap we may have to make a new 2" tap. How can I estimate the losses through that 1" vs a 2" tap.
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