Webbläsaren som du använder stöds inte av denna webbplats. Alla versioner av Internet Explorer stöds inte längre, av oss eller Microsoft (läs mer här: * https://www.microsoft.com/en-us/microsoft-365/windows/end-of-ie-support).

Var god och använd en modern webbläsare för att ta del av denna webbplats, som t.ex. nyaste versioner av Edge, Chrome, Firefox eller Safari osv.

Leak detection in single pipelines using hydraulic transients – experimental and field studies,

Författare

Summary, in English

Analysis of pressure transients in long, single pipelines for water transport has a potential of providing information on hydraulic features such as air/gas pockets,leaks.



Thus the transient measured in a pipeline for sewage water had an oscillation period compatible with the location of a local high point of the pipe profile.



The effect of leaks on transients was studied by means of computer modelling.



It was found that leaks - even small ones of the order of 1 % - interacted significantly with the basic transient.



One effect is a more or less strong attenuation of the pressure oscillations indicating the existence of a leak.



Secondly the leak gives rise to extra pressure wave reflexions the time scale of which can be used for locating the leak.

Publiceringsår

2006

Språk

Engelska

Publikation/Tidskrift/Serie

[Host publication title missing]

Dokumenttyp

Konferensbidrag

Ämne

  • Water Engineering

Conference name

Proc 15th APD-IAHR

Conference date

2006-08-07 - 2006-08-11

Conference place

Madras, India

Status

Published