Technical Papers
May 31, 2017

Probabilistic Analysis and Evaluation of Nodal Demand Effect on Transient Analysis in Urban Water Distribution Systems

Publication: Journal of Water Resources Planning and Management
Volume 143, Issue 8

Abstract

The implementation of nodal demands in current transient modeling and analysis in the urban water distribution system (WDS) is usually based on steady-state conditions or empirical-based approximations, lacking for appropriate evaluation and scientific guidance of the nodal demand effect on transient modeling and analysis for accurately reproducing transient responses. This paper develops a probabilistic analysis and evaluation framework based on Monte-Carlo simulation (MCS) and global sensitivity analysis (GSA) methods for prior-known evaluation of transient nodal demand effects in WDS. An expression of the demand impact factor (DIF) is first proposed for indicating the influence of nodal demand effect based on a Lagrangian nodal demand model and implemented in the developed evaluation framework. Parameter sensitivity analysis is then conducted to evaluate the relevance and importance of the DIF to transient modeling and analysis in WDS. The results indicate that the DIF is highly relevant to the inherent attributes and initial steady state of the system, which can thus be used to facilitate the prior-known evaluation of the importance and influence of nodal demand effect in WDS. To demonstrate the application procedure and the applicability of the proposed probabilistic method, a realistic WDS is adopted for numerical investigation. The application results and analysis confirm the effectiveness and improvement of the developed method in this study on the guidance of accurate transient modeling and analysis under the influence of nodal demands in WDS.

Get full access to this article

View all available purchase options and get full access to this article.

Acknowledgments

This work was partially supported by the grants from: (1) the Hong Kong Research Grant Council (RGC) under project nos. 25200616 and T21-602/15-R; (2) the Hong Kong Polytechnic University under project nos. 1-ZVCD and 1-ZVGF; and (3) the National Science and Technology Major Project (2014ZX07406003).

References

Ang, W., and Jowitt, P. (2006). “Solution for water distribution systems under pressure-deficient conditions.” J. Water Resour. Plann. Manage., 175–182.
Axworthy, D., Ghidaoui, M., and Mcinnis, D. (2000). “Extended thermodynamics derivation of energy dissipation in unsteady pipe flow.” J. Hydraul. Eng., 276–287.
Bragalli, C., D’Ambrosio, C., Lee, J., Lodi, A., and Toth, P. (2012). “On the optimal design of water distribution networks: A practical MINLP approach.” Optim. Eng., 13(2), 219–246.
Brunone, B., and Berni, A. (2010). “Wall shear stress in transient turbulent pipe flow by local velocity measurement.” J. Hydraul. Eng., 716–726.
Brunone, B., Golia, U., and Greco, M. (1995). “Effects of two-dimensionality on pipe transients modeling.” J. Hydraul. Eng., 906–912.
Chaudhry, M. H. (1987). Applied hydraulic transients, Van Nostrand Reinhold, New York.
Diao, K. G., Fu, G. T., Farmani, R., and Butler, D. (2016). “Twin-hierarchy decomposition for optimal design of water distribution systems.” J. Water Resour. Plann. Manage., C4015008.
Duan, H. F. (2015). “Uncertainty analysis of transient flow modeling and transient-based leak detection in elastic water pipeline systems.” Water Resour. Manage., 29(14), 5413–5427.
Duan, H. F. (2016). “Sensitivity analysis of a transient-based frequency domain method for extended blockage detection in water pipeline systems.” J. Water Resour. Plann. Manage., 04015073.
Duan, H. F., Ghidaoui, M. S., Lee, P. J., and Tung, Y. K. (2012). “Relevance of unsteady friction to pipe size and length in pipe fluid transients.” J. Hydraul. Eng., 154–166.
Duan, H. F., Ghidaoui, M. S., Tung, Y. K., and Ghidaoui, M. S. (2009). “An efficient quasi-2D simulation of waterhammer in complex pipe systems.” J. Fluids Eng., 131(8), 081105.
Duan, H. F., Tung, Y. K., and Ghidaoui, M. S. (2010). “Probabilistic analysis of transient design for water supply systems.” J. Water Resour. Plann. Manage., 678–687.
Ebacher, G., Besner, M. C., Lavoie, J., Jung, B. S., Karney, B. W., and Prévost, M. (2011). “Transient modeling of a full-scale distribution system: Comparison with field data.” J. Water Resour. Plann. Manage., 173–182.
Edwards, J., and Collins, R. (2014). “The effect of demand uncertainty on transient propagation in water distribution systems.” Procedia Eng., 70, 592–601.
Farmani, R., Savic, D. A., and Walters, G. A. (2004). ““EXNET” benchmark problem for multi-objective optimization of large water systems.” IFAC Workshop on Modelling and Control for Participatory Planning and Managing Water Systems, Elsevier, Amsterdam, Netherlands.
Ferrante, M., Brunone, B., and Meniconi, S. (2009). “Leak detection in branched pipe systems coupling wavelet analysis and a Lagrangian model.” J. Water Supply Res. Technol., 58(2), 95–106.
Gad, A. A. M., and Mohammed, H. I. (2014). “Impact of pipes networks simplification on water hammer phenomenon.” Sadhana, 39(5), 1227–1244.
Ghidaoui, M. S., Zhao, M., Mcinnis, D. A., and Axworthy, D. H. (2005). “A review of water hammer theory and practice.” Appl. Mech. Rev., 58(1), 49–76.
Giustolisi, O., Berardi, L., Laucelli, D., Savic, D., Walski, T., and Brunone, B. (2014). “Battle of background leakage assessment for water networks (bblawn) at WDSA conference 2014.” Procedia Eng., 89, 4–12.
Gupta, R., and Bhave, P. (1996). “Comparison of methods for predicting deficient-network performance.” J. Water Resour. Plann. Manage., 214–217.
Haghighi, A. (2015). “Analysis of transient flow caused by fluctuating consumptions in pipe networks: A many-objective genetic algorithm approach.” Water Resour. Manage., 29(7), 2233–2248.
Huang, Y., Duan, H. F., Zhao, M., Zhang, Q., Zhao, H., and Zhang, K. (2017). “Transient influence zone based decomposition of water distribution networks for efficient transient analysis.” Water Resour. Manage., 31(6), 1915–1929.
Jung, B. S., Boulos, P. F., and Wood, D. J. (2007). “Pitfalls of water distribution model skeletonization for surge analysis.” J. Am. Water Works Assoc., 99(12), 87–98.
Jung, B. S., Boulos, P. F., and Wood, D. J. (2009). “Effect of pressure-sensitive demand on surge analysis.” J. Am. Water Works Assoc., 101(4), 100–111.
Karney, B. W., and Filion, Y. R. (2003). “Energy dissipation mechanisms in water distribution systems.” Proc., ASME/JSME 2003 4th Joint Fluids Summer Engineering Conf., ASME, New York, 2771–2778.
Kim, S. (2011). “Holistic unsteady-friction model for laminar transient flow in pipeline systems.” J. Hydraul. Eng., 1649–1658.
Lee, P. J., Duan, H., Ghidaoui, M., and Karney, B. (2013). “Frequency domain analysis of pipe fluid transient behaviour.” J. Hydraul. Res., 51(6), 609–622.
Lippai, I. (2005). “Water system design by optimization: Colorado springs utilities case studies.” Pipeline Division Specialty Conf., ASCE, Reston, VA, 1058–1070.
Marchi, A., Salomons, E., Ostfeld, A., and Kapelan, Z. (2014). “The battle of the water networks II (BWN-II).” J. Water Resour. Plann. Manage., 04014009.
McInnis, D., and Karney, B. W. (1995). “Transients in distribution networks: Field tests and demand models.” J. Hydraul. Eng., 218–231.
Meniconi, S., et al. (2015). “Anomaly pre-localization in distribution-transmission mains by pump trip: Preliminary field tests in the Milan pipe system.” J. Hydroinf., 17(3), 377–389.
Meniconi, S., Duan, H., Brunone, B., Ghidaoui, M., Lee, P., and Ferrante, M. (2014). “Further developments in rapidly decelerating turbulent pipe flow modeling.” J. Hydraul. Eng., 04014028.
Neumann, M. B. (2012). “Comparison of sensitivity analysis methods for pollutant degradation modelling: A case study from drinking water treatment.” Sci. Total Environ., 433, 530–537.
Ostfeld, A., et al. (2008). “The battle of the water sensor networks (bwsn): A design challenge for engineers and algorithms.” J. Water Resour. Plann. Manage., 556–568.
Ostfeld, A., et al. (2012). “The battle of the water calibration networks (bwcn).” J. Water Resour. Plann. Manage., 523–532.
Pianosi, F., Sarrazin, F., and Wagener, T. (2015). “A Matlab toolbox for global sensitivity analysis.” Environ. Modell. Software, 70, 80–85.
Ramos, H., Covas, D., Borga, A., and Loureiro, D. (2004). “Surge damping analysis in pipe systems: Modelling and experiments.” J. Hydraul. Res., 42(4), 413–425.
Rathnayaka, S., Keller, R., Kodikara, J., and Chik, L. (2016). “Numerical simulation of pressure transients in water supply networks as applicable to critical water pipe asset management.” J. Water Resour. Plann. Manage., 04016006.
Silva-Araya, W., and Chaudhry, M. (1997). “Computation of energy dissipation in transient flow.” J. Hydraul. Eng., 108–115.
Song, X., Zhang, J., Zhan, C., Xuan, Y., Ye, M., and Xu, C. (2015). “Global sensitivity analysis in hydrological modeling: Review of concepts, methods, theoretical framework, and applications.” J. Hydrol., 523, 739–757.
Stephens, M. L. (2008). “Transient response analysis for fault detection and pipeline wall condition assessment in field water transmission and distribution pipelines and networks.” Ph.D. thesis, School of Civil, Environmental and Mining Engineering, Univ. of Adelaide, Adelaide, Australia.
Svindland, R. C. (2005). “Predicting the location and duration of transient induced low or negative pressures within a large water distribution system.” Pipelines Specialty Conf. 2009, ASCE, Reston, VA, 1115–1124.
Tung, Y. K., Yen, B. C., and Melching, C. S. (2006). Hydrosystems engineering reliability assessment and risk analysis, McGraw-Hill, New York.
Van Zyl, J. E. (2001). “A methodology for improved operational optimization of water distribution systems.” Ph.D. thesis, Univ. of Exeter, Exeter, U.K.
Vardy, A. E., and Brown, J. M. B. (1995). “Transient, turbulent, smooth pipe friction.” J. Hydraul. Res., 33(4), 435–456.
Vítkovský, J., Bergant, A., Simpson, A., and Lambert, M. (2006). “Systematic evaluation of one-dimensional unsteady friction models in simple pipelines.” J. Hydraul. Eng., 696–708.
Walski, T. M., Daviau, J., and Coran, S. (2004). “Effect of skeletonization on transient analysis results.” World Water and Environmental Resources Congress 2004, ASCE, Reston, VA.
Wang, Q., Guidolin, M., Savic, D., and Kapelan, Z. (2015). “Two-objective design of benchmark problems of a water distribution system via MOEAs: Towards the best-known approximation of the true pareto front.” J. Water Resour. Plann. Manage., ), 04014060.
Wood, D. J., Boulos, P. F., and Lingireddy, S. (2005). Pressure wave analysis of transient flow in pipe distribution systems, MWH Soft, Pasadena, CA.
Wylie, E. B., Streeter, V. L., and Suo, L. (1993). Fluid transients in systems, Prentice Hall, Englewood Cliffs, NJ.
Zhao, M., and Ghidaoui, M. S. (2006). “Investigation of turbulence behavior in pipe transient using a k- model.” J. Hydraul. Res., 44(5), 682–692.
Zheng, F. F., Simpson, A. R., Zecchin, A. C., and Deuerlein, J. (2013). “A graph decomposition-based approach for water distribution network optimization.” Water Resour. Res., 49(4), 2093–2109.

Information & Authors

Information

Published In

Go to Journal of Water Resources Planning and Management
Journal of Water Resources Planning and Management
Volume 143Issue 8August 2017

History

Received: Aug 4, 2016
Accepted: Mar 2, 2017
Published online: May 31, 2017
Published in print: Aug 1, 2017
Discussion open until: Oct 31, 2017

Permissions

Request permissions for this article.

Authors

Affiliations

Ph.D. Student, School of Municipal and Environmental Engineering, Harbin Institute of Technology, Harbin 150090, China. E-mail: [email protected]
Huan-Feng Duan, M.ASCE [email protected]
Assistant Professor, Dept. of Civil and Environmental Engineering, Hong Kong Polytechnic Univ., Hung Hom, Kowloon, Hong Kong. E-mail: [email protected]
Associate Professor, School of Municipal and Environmental Engineering, Harbin Institute of Technology, Harbin 150090, China (corresponding author). E-mail: [email protected]
Qingzhou Zhang [email protected]
Ph.D. Student, School of Municipal and Environmental Engineering, Harbin Institute of Technology, Harbin 150090, China. E-mail: [email protected]
Hongbin Zhao [email protected]
Professor, School of Municipal and Environmental Engineering, Harbin Institute of Technology, Harbin 150090, China. E-mail: [email protected]
Associate Professor, College of Civil Engineering, Sichuan Agricultural Univ., Dujiangyan 611830, China. E-mail: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share