Leakage Forum

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RE: Leakage modelling based on head driven analysis

admin — Tue, 23 Feb 2010 12:35:06 GMT

Dear Min Cheol,

You might try contacting the author of OOTEN Prof. Jakobus van Zyl and ask him for the source code.

Alternatively, you could try to implement the PDD functionality as suggested by Ang & Jowitt (2006) yourself according to the discussion of Rossman (2007).

Ang, W. K., & Jowitt, P. W. 2006 Solution for Water Distribution Systems under Pressure-Deficient Conditions. Journal of Water Resources Planning and Management, 132(3), 175-182.

Rossman, L. A. 2007 Discussion of "Solution for Water Distribution Systems under Pressure-Deficient Conditions" by Wah Khim Ang and Paul W. Jowitt. Journal of Water Resources Planning and Management, 133(6), 566-567.

Hope this helps.

RE: Leakage modelling based on head driven analysis

dq3d007 — Mon, 11 Jan 2010 12:53:25 GMT

HELLO everyone

i'm a master course graduated student..

i'm going to prepare my thesis..about HDSM model for water distribution system!

but korea doesn't have information about HDSM

i've studied HDSM model..BUT it's difficut to me

i want to develop HDSM model using OOTEN..

and i'll analysis water quality in water distribution system..

who is know how to make HDSM coding using OOTEN?

Water management policy

linusabestain — Tue, 06 Oct 2009 16:02:49 GMT

Water management policy suits the needs of farmers, industries, domestic household suppliers etc

Leakage modelling based on head driven analysis

Buckley — Mon, 16 Mar 2009 05:40:02 GMT

Hello All,

Im currently reseaching leakage modelling based on Head Driven Analysis with my backround is Civil engineering, And Im very interested the topic. Id like to find out more on the subject. If anyone has any input or assistance they know of then just drop me an e-mail. Im just joined the forum so I hope to learn a lot. All information on this subject is very much appreciated.

conor.buckley@strath.ac.uk

EnBW LeakControl

admin — Mon, 18 Feb 2008 13:52:13 GMT

EnBW employs innovative technology to provide you with the best possible automatic monitoring system for your water distribution system. It instantly identifies changes in the mains system that suggest there may be damaged pipes, thus allowing you to take immediate action. The system therefore makes costly leakages that go on for a long time a thing of the past. And it also eliminates time-consuming searches for burst pipes.

The mains monitoring system is installed by EnBW experts before being handed over to you in a fully operational state. Our comprehensive service package also includes training for your employees and expert back-up, leaving you to reap maximum rewards with minimal effort.

Necessary measuring technology is delivered and installed

Software installation and configuration on the client�s computer system

In-house software training from experienced consultants

Pipe Burst (Exeter University)

awadhay — Sun, 17 Feb 2008 20:08:54 GMT

Expected pipe burst in the fire fighting water supply network between Harrison Building and Laver Building. Attached are three photos shows the leaked water, pipe burst location, and the main fire hydrant manhole of Laver building.
This leakage has been reported today (Sunday, Feb. 17th) and the repair work will start tomorrow.

RE: Demand-driven analysis and leakage analysis/modelling

jbicik — Mon, 14 Jan 2008 17:15:38 GMT

Just to update the first post in this thread. I have just completed a research amongst the most popular hydraulic solvers available on the market and the conclusion is following:

PDD is supported by (based on information on their websites):
WaterGems v8, SynerGEE Water and H2ONET

PDD is NOT up to 14 January 2008 supported by:
Aquis, PICCOLO, EPANET (although various PDD extensions of EPANET can be found in the literature)

sectorization projects references

Jean Lamarre — Mon, 07 Jan 2008 19:38:17 GMT

I�m presently working on a sectorization project in order to obtain a better leakage management. The City of Montreal, Canada, wants to create DMA and PMA on its entire water distribution network serving 2 million people, which is presently highly meshed. We would like to meet facilities (engineers and operators), preferably in North America, that have gone through a similar project recently, in order to exchange on their experiences (good ones and bad ones�).

I would like to know if you have any references that would help us in our research.

Regards,

Jean Lamarre