Technical Papers
Apr 16, 2024

Modeling of Closing Functions for Gate Valves Fitted with V-Ports

Publication: Journal of Pipeline Systems Engineering and Practice
Volume 15, Issue 3

Abstract

Hydraulic transient analysis through numerical simulations is a widely used tool for predicting and mitigating potential severe pressure oscillations due to abrupt changes in flow velocity. In practice, water hammer events typically are induced by valve operations used to control the flow rate. One of the methods to enhance the throttling capabilities of a gate valve is to install a V-shaped notch (V-port) in its opening. This provides a more linear relationship between the position of the gate and the flow rate discharging through the valve. The exact range of the flow control is determined by the V-port opening angle. Because valve-induced pressure oscillations depend on the valve characteristics, in order to accurately simulate the transient event, the specific valve closing function is required. The primary objective of this paper was to develop valve closing functions of V-port gates for all possible opening angles. Two cases were considered: the linear closure of a knife (rectangular) and a circular gate fitted with a V-port. For this purpose, the analytical formulas for calculating the relative opening area of V-shaped gate valves were derived. On this basis, valve closing functions, in the form of a power function with two variables, were developed. To analyze the influence of the V-port angle on a simulated transient event, a case study with a simple reservoir–pipeline–valve system was investigated. One-dimensional unsteady flow equations were solved using the method of characteristics. The numerical calculations conducted indicate that installing a V-notch port can result in a smoother reduction of the flow rate as the gate closes, which may dampen both maximum and minimum pressure peaks and attenuate valve-induced pressure head oscillations. The developed valve closing functions offer practical utility for practitioners engaged in hydraulic system design and operation, providing a tool for predicting hammer events induced by valve gates fitted with V-ports.

Get full access to this article

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

Data Availability Statement

Some or all data, models, or code that support the findings of this study are available from the corresponding author upon reasonable request.

References

Abdel-Gawad, H. A. A., and B. Djebedjian. 2020. “Modeling water hammer in viscoelastic pipes using the wave characteristic method.” Appl. Math. Modell. 83 (Jul): 322–341. https://doi.org/10.1016/j.apm.2020.01.045.
Abreu, J., E. Cabrera, J. Garcia-Serra, and P. A. Lopez. 1996. “Optimal closure of a valve for minimzing water hammer.” In Hydraulic machinery and cavitation, edited by E. Cabrera, V. Espert, and F. Martínez, 661–670. Dordrecht, Netherlands: Springer.
Afshar, H., R. Kerachian, M. R. Bazargan-Lari, and A. R. Niktash. 2008. “Developing a closing rule curve for valves in pipelines to control the water hammer impacts: Application of the NSGA-II optimization model.” In Proc., Pipelines 2008, 1–10. Reston, VA: ASCE.
Azoury, P. H., M. Baasiri, and H. Najm. 1986. “Effect of valve-closure schedule on water hammer.” J. Hydraul. Eng. 112 (10): 890–903. https://doi.org/10.1061/(ASCE)0733-9429(1986)112:10(890).
Bazargan-Lari, M. R., R. Kerachian, H. Afshar, and S. N. Bashi-Azghadi. 2013. “Developing an optimal valve closing rule curve for real-time pressure control in pipes.” J Mech. Sci. Technol. 27 (1): 215–225. https://doi.org/10.1007/s12206-012-1208-7.
Bergant, A., A. R. Simpson, and J. Vìtkovsky. 2001. “Developments in unsteady pipe flow friction modelling.” J. Hydraul. Res. 39 (3): 249–257. https://doi.org/10.1080/00221680109499828.
Bohorquez, J., and J. Saldarriaga. 2015. “Valve operation optimization for minimizing transient flow effects in water distribution systems (WDS): Application to main pipes in Bogota, Colombia.” In Proc., World Environmental and Water Resources Congress 2015, 890–901. Reston, VA: ASCE.
Burgan, H. I. 2022. “Comparison of different ANN (FFBP, GRNN, RBF) algorithms and multiple linear regression for daily streamflow prediction in Kocasu River, Turkey.” Fresenius Environ. Bull. 31 (15): 4699–4708.
Chaudhry, M. H. 2014. Applied hydraulic transients. New York: Springer.
Chen, D., Y. Wang, Q. Liu, Z. Lin, Z. Zhu, and W. Mao. 2021. “Study on the eccentric jet-flow characteristics induced by the opening regulation with a gate valve.” Proc. Inst. Mech. Eng., Part C: J. Mech. Eng. Sci. 235 (21): 5353–5364. https://doi.org/10.1177/0954406221994889.
Han, Y., W. Shi, H. Xu, J. Wang, and L. Zhou. 2022. “Effects of closing times and laws on water hammer in a ball valve pipeline.” Water 14 (9): 1497. https://doi.org/10.3390/w14091497.
Karney, B. W., and E. Ruus. 1985. “Charts for water hammer in pipelines resulting from valve closure from full opening only.” Can. J. Civ. Eng. 12 (2): 241–264. https://doi.org/10.1139/l85-027.
Kodura, A. 2016. “An analysis of the impact of valve closure time on the course of water hammer.” Arch. Hydro-Eng. Environ. Mech. 63 (1): 35–45. https://doi.org/10.1515/heem-2016-0003.
Lin, Z., D. Wang, J. Tao, Z. Zhu, and X. Guo. 2022. “Transient regulating characteristics of V-port ball valve in opening and closing process.” J. Fluids Eng. 144 (10): 101201. https://doi.org/10.1115/1.4054191.
Liou, C. P. 1991. “Maximum pressure head due to linear valve closure.” J. Fluids Eng. 113 (4): 643–647. https://doi.org/10.1115/1.2926528.
Provenzano, P., F. J. Baroni, and R. J. Aguerre. 2011. “The closing function in the waterhammer modeling.” Lat. Am. Appl. Res. 41 (Mar): 43–47.
Skulovich, O., L. Sela Perelman, and A. Ostfeld. 2016. “Optimal closure of system actuators for transient control: An analytical approach.” J. Hydroinf. 18 (3): 393–408. https://doi.org/10.2166/hydro.2015.121.
Streeter, V. L. 1963. “Valve stroking to control water hammer.” J. Hydr. Div. 89 (2): 39–66. https://doi.org/10.1061/JYCEAJ.0000862.
Subani, N., and N. Amin. 2015. “Analysis of water hammer with different closing valve laws on transient flow of hydrogen-natural gas mixture.” Abstr. Appl. Anal. 2015 (Mar): 1–12. https://doi.org/10.1155/2015/510675.
Szymkiewicz, R., and M. Mitosek. 2004. “Analysis of unsteady pipe flow using the modified finite element method.” Commun. Numer. Meth. Eng. 21 (4): 183–199. https://doi.org/10.1002/cnm.741.
Tao, J., Z. Lin, C. Ma, J. Ye, Z. Zhu, Y. Li, and W. Mao. 2020. “An experimental and numerical study of regulating performance and flow loss in a V-port ball valve.” J. Fluids Eng. 142 (2): 021207. https://doi.org/10.1115/1.4044986.
Urbanowicz, K., A. Bergant, A. Kodura, M. Kubrak, A. Malesińska, P. Bury, and M. Stosiak. 2021. “Modeling transient pipe flow in plastic pipes with modified discrete bubble cavitation model.” Energies 14 (20): 6756. https://doi.org/10.3390/en14206756.
Wan, W., and W. Huang. 2018. “Water hammer simulation of a series pipe system using the MacCormack time marching scheme.” Acta Mech. 229 (7): 3143–3160. https://doi.org/10.1007/s00707-018-2179-2.
Wood, D. J., and S. E. Jones. 1973. “Water-hammer charts for various types of valves.” J. Hydr. Div. 99 (1): 167–178. https://doi.org/10.1061/JYCEAJ.0003550.
Wylie, E. B., V. L. Streeter, and L. Suo. 1997. Fluid transients in systems. Upper Saddle River, NJ: Prentice Hall.
Yuce, M. I., and A. F. Omer. 2019. “Hydraulic transients in pipelines due to various valve closure schemes.” SN Appl. Sci. 1 (9): 1110. https://doi.org/10.1007/s42452-019-1146-4.
Zhou, L., H. Wang, D. Liu, J. Ma, P. Wang, and L. Xia. 2017. “A second-order finite volume method for pipe flow with water column separation.” J. Hydro-environ. Res. 17 (Dec): 47–55. https://doi.org/10.1016/j.jher.2016.11.004.

Information & Authors

Information

Published In

Go to Journal of Pipeline Systems Engineering and Practice
Journal of Pipeline Systems Engineering and Practice
Volume 15Issue 3August 2024

History

Received: Sep 15, 2023
Accepted: Jan 30, 2024
Published online: Apr 16, 2024
Published in print: Aug 1, 2024
Discussion open until: Sep 16, 2024

Permissions

Request permissions for this article.

Authors

Affiliations

Assistant Professor, Faculty of Building Services, Hydro and Environmental Engineering, Warsaw Univ. of Technology, Nowowiejska St. 20, Warsaw 00-653, Poland. ORCID: https://orcid.org/0000-0001-8097-3803. Email: [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.

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