Abstract

This paper presents a case study of an existing water pipeline with five pumping stations each equipped with five pumps. In order to study the pipeline behavior prior to putting the system into operation, several transient simulations for different scenarios were developed. Results revealed that the most serious situation occurred when a simultaneous failure of the five pumps occur at each station caused by power cut, producing negative pressure waves because the system for control of hydraulic transients of the pipeline was insufficient to suppress downsurge pressures, due to the moment of inertia of all the pumps being erroneously considered during the design stage. The necessity to start supplying water to the population led to attempt an unconventional form of protecting the line against low pressures. The solution was to operate two of the five pumps per plant, and permit air to enter through combination air valves located along the pipeline. Air entrained formed pockets that remained stationary at the air valves locations, acting as air cushions that absorbed the energy of transient pressure waves. Computational simulations were conducted considering that two pumps are in operation at each plant and suddenly these fail simultaneously caused by power failure. The program was verified by comparing the calculated results with those registered during field pressure measurements. It was noticed that the surge modelling results are in good agreement with the measured data; furthermore, these show the air pockets in combination with existing devices for transient control protect the system adequately, avoiding potential damage to the pipeline.

Highlights

  • For several decades pumping pipeline systems have been used for transporting water and wastewater all over the world

  • Only the hydraulic transient results associated with the simultaneous failure of five and two pumps in the pumping stations due to electric power cut are presented

  • In order to compare the computed results obtained during the hydraulic transient simulations In order to compare the computed results obtained during the hydraulic transient simulations of the pumping pipeline system, field tests were performed after the additional combination air of the pumping pipeline system, field tests were performed after the additional combination air valves were installed

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Summary

A Case Study

Rafael Bernardo Carmona-Paredes , Oscar Pozos-Estrada *, Libia Georgina Carmona-Paredes, Alejandro Sánchez-Huerta, Eduardo Antonio Rodal-Canales and Germán Jorge Carmona-Paredes.

Introduction
The Pumping Pipeline System
Numerical Model
Transient Flow Analysis for Five Pumps in Operation at Each Station
Transient Flow Analysis for Two Pumps in Operation at Each Station
Field Measurements for the Simultaneous Failure of Two Pumps at Each Station
Results and Discussion
Transient
Results after after Simultaneous
15. Measured and computed pressure traces
Conclusions
Full Text
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