Re: Pipeline Pressure Survey

From: <adolphus.o.omodu@exxonmobil.com>
Date: Thu Feb 26 2004 - 09:52:00 EST

Steve,

Your best bet is to run an intelligent pig through the line and all info. you need will be provided from the results

Cheers and regards

Adolphus O Omodu
Projects Department/Design Engg.
Exxonmobil
E-mail: adolphus.o.omodu@exxonmobil.com
Telephone: 234(01)-2621640 Ext. 2524
Telelphone: 1-713-431-8500 Ext. 2524

"This message and any attachments may contain proprietary or confidential information. If you are not the intended recipient or you received the message in error, you must not use or distribute the message. Please notify the sender immediately and destroy the original message. Thank you"

                       "Steve McKenzie"
                       <mechproj@xtra.co.nz>          To:     
PipingDesign@yahoogroups.com
                                                      cc:
                                                      Subject: [PipingDesign]
Pipeline Pressure Survey
                       02/26/04 11:52 AM
                       Please respond to
                       PipingDesign





Gents

I have a 250/300NB gravity driven water pipeline about 9km long which does not flow as much as expected. Some of the line is steel, for pressure reasons, and the rest is PVC. The total friction head loss is around 100m at around 75 l/s. A pressure/ R.L./line length survey tells me that excessive scaling of the steel portions of the pipeline are probably to blame. However I cannot rule out the possibility of a few localised blockages in the line instead of relatively even scaling.
To discount the localised blockage, I thought about sending a pressure transmitter,timeclock and datalogger assembly down the line. It would give me a pressure vs time profile for the line. Because I know the flowrate, line profile and approximate velocity, an analysis of the logged data should enable me to know if and where any blockages are likely to be.
I know some pigs have this capability, but I am thinking more of something about the size of a tennis ball, neutral buoyancy, and hopefully with a screamer alarm so we can find it if it gets stuck.

Anyone know of anything suitable, or another way?

Cheers

Steve



PipingOffice - Excel Spreadsheets for Piping Calculations http://www.pipingoffice.us/

Main site: http://www.pipingdesign.com

Yahoo! Groups Links Received on Thu Feb 26 09:52:00 2004

This archive was generated by hypermail 2.1.8 : Mon Oct 27 2008 - 20:24:02 EDT