Water distribution network calibration considering multiple loading conditions

Research output: Chapter in Book/Report/Conference proceedingConference contribution

Abstract

Through time a water distribution network's carrying capacity is reduced as material collects on pipe walls. The impact varies with each pipe in the system and occurs at an unknown rate. Periodic pressure tests may be performed with the resulting data used to determine the pipe roughness coefficients, valve losses, and pressure regulating valve settings. To eliminate the need for trial and error techniques, a calibration methodology is presented which determines the optimal values of these terms while simultaneously considering more than one pressure test. The solution procedure is based upon concepts of optimal control and the theory of reduced gradients. The technique links an optimization model and a network simulator which allows larger problems to be solved in reasonable times. By doing so the model is easily applied by design engineers. Improved coefficient estimates will result in more accurate simulation which will assist in operating systems and in making decisions for rehabilitation, replacement, or expansion of pipe networks.

Original languageEnglish (US)
Title of host publicationCrit Water Issues Comput Appl Proc 15th Annu Water Resour Conf
PublisherPubl by ASCE
Pages150-153
Number of pages4
ISBN (Print)0872626601
StatePublished - 1988
Externally publishedYes
EventCritical Water Issues and Computer Applications: Proceedings of the 15th Annual Water Resources Conference - Norfolk, VA, USA
Duration: Jun 1 1988Jun 3 1988

Other

OtherCritical Water Issues and Computer Applications: Proceedings of the 15th Annual Water Resources Conference
CityNorfolk, VA, USA
Period6/1/886/3/88

Fingerprint

Electric power distribution
Pipe
Calibration
Water
Patient rehabilitation
Simulators
Surface roughness
Decision making
Engineers

ASJC Scopus subject areas

  • Engineering(all)

Cite this

Lansey, K. E. (1988). Water distribution network calibration considering multiple loading conditions. In Crit Water Issues Comput Appl Proc 15th Annu Water Resour Conf (pp. 150-153). Publ by ASCE.

Water distribution network calibration considering multiple loading conditions. / Lansey, Kevin E.

Crit Water Issues Comput Appl Proc 15th Annu Water Resour Conf. Publ by ASCE, 1988. p. 150-153.

Research output: Chapter in Book/Report/Conference proceedingConference contribution

Lansey, KE 1988, Water distribution network calibration considering multiple loading conditions. in Crit Water Issues Comput Appl Proc 15th Annu Water Resour Conf. Publ by ASCE, pp. 150-153, Critical Water Issues and Computer Applications: Proceedings of the 15th Annual Water Resources Conference, Norfolk, VA, USA, 6/1/88.
Lansey KE. Water distribution network calibration considering multiple loading conditions. In Crit Water Issues Comput Appl Proc 15th Annu Water Resour Conf. Publ by ASCE. 1988. p. 150-153
Lansey, Kevin E. / Water distribution network calibration considering multiple loading conditions. Crit Water Issues Comput Appl Proc 15th Annu Water Resour Conf. Publ by ASCE, 1988. pp. 150-153
@inproceedings{1212f639d3a046cfb3ea907a252feac4,
title = "Water distribution network calibration considering multiple loading conditions",
abstract = "Through time a water distribution network's carrying capacity is reduced as material collects on pipe walls. The impact varies with each pipe in the system and occurs at an unknown rate. Periodic pressure tests may be performed with the resulting data used to determine the pipe roughness coefficients, valve losses, and pressure regulating valve settings. To eliminate the need for trial and error techniques, a calibration methodology is presented which determines the optimal values of these terms while simultaneously considering more than one pressure test. The solution procedure is based upon concepts of optimal control and the theory of reduced gradients. The technique links an optimization model and a network simulator which allows larger problems to be solved in reasonable times. By doing so the model is easily applied by design engineers. Improved coefficient estimates will result in more accurate simulation which will assist in operating systems and in making decisions for rehabilitation, replacement, or expansion of pipe networks.",
author = "Lansey, {Kevin E}",
year = "1988",
language = "English (US)",
isbn = "0872626601",
pages = "150--153",
booktitle = "Crit Water Issues Comput Appl Proc 15th Annu Water Resour Conf",
publisher = "Publ by ASCE",

}

TY - GEN

T1 - Water distribution network calibration considering multiple loading conditions

AU - Lansey, Kevin E

PY - 1988

Y1 - 1988

N2 - Through time a water distribution network's carrying capacity is reduced as material collects on pipe walls. The impact varies with each pipe in the system and occurs at an unknown rate. Periodic pressure tests may be performed with the resulting data used to determine the pipe roughness coefficients, valve losses, and pressure regulating valve settings. To eliminate the need for trial and error techniques, a calibration methodology is presented which determines the optimal values of these terms while simultaneously considering more than one pressure test. The solution procedure is based upon concepts of optimal control and the theory of reduced gradients. The technique links an optimization model and a network simulator which allows larger problems to be solved in reasonable times. By doing so the model is easily applied by design engineers. Improved coefficient estimates will result in more accurate simulation which will assist in operating systems and in making decisions for rehabilitation, replacement, or expansion of pipe networks.

AB - Through time a water distribution network's carrying capacity is reduced as material collects on pipe walls. The impact varies with each pipe in the system and occurs at an unknown rate. Periodic pressure tests may be performed with the resulting data used to determine the pipe roughness coefficients, valve losses, and pressure regulating valve settings. To eliminate the need for trial and error techniques, a calibration methodology is presented which determines the optimal values of these terms while simultaneously considering more than one pressure test. The solution procedure is based upon concepts of optimal control and the theory of reduced gradients. The technique links an optimization model and a network simulator which allows larger problems to be solved in reasonable times. By doing so the model is easily applied by design engineers. Improved coefficient estimates will result in more accurate simulation which will assist in operating systems and in making decisions for rehabilitation, replacement, or expansion of pipe networks.

UR - http://www.scopus.com/inward/record.url?scp=0024126517&partnerID=8YFLogxK

UR - http://www.scopus.com/inward/citedby.url?scp=0024126517&partnerID=8YFLogxK

M3 - Conference contribution

AN - SCOPUS:0024126517

SN - 0872626601

SP - 150

EP - 153

BT - Crit Water Issues Comput Appl Proc 15th Annu Water Resour Conf

PB - Publ by ASCE

ER -