Volume 16 Issue 2
Jun.  2023
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Lin Shi, Jian Zhang, Xiao-dong Yu, Sheng Chen, Wen-long Zhao, Xu-yun Chen. 2023: Water hammer protection for diversion systems in front of pumps in long-distance water supply projects. Water Science and Engineering, 16(2): 211-218. doi: 10.1016/j.wse.2023.02.001
Citation: Lin Shi, Jian Zhang, Xiao-dong Yu, Sheng Chen, Wen-long Zhao, Xu-yun Chen. 2023: Water hammer protection for diversion systems in front of pumps in long-distance water supply projects. Water Science and Engineering, 16(2): 211-218. doi: 10.1016/j.wse.2023.02.001
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Water hammer protection for diversion systems in front of pumps in long-distance water supply projects

doi: 10.1016/j.wse.2023.02.001

  • College of Water Conservancy and Hydropower Engineering, Hohai University, Nanjing 210098, China

Funds:

This work was supported by the National Natural Science Foundation of China (Grants No. 52179062 and 51879087).

  • Received Date: 2021-12-27
  • Accepted Date: 2023-02-18
  • Rev Recd Date: 2023-01-12
    • Available Online: 2023-05-11
    Abstract
  • For a water supply system with long-distance diversion pipelines, in addition to the water hammer problems that occur beyond pumps, the safety of the water diversion pipeline in front of pumps also deserves attention. In this study, a water hammer protection scheme combined with an overflow surge tank and a regulating valve was developed. A mathematical model of the overflow surge tank was developed, and an analytical formula for the height of the overflow surge tank was derived. Furthermore, a practical water supply project was used to evaluate the feasibility of the combined protection scheme and analyze the sensitivity of valve regulation rules. The results showed that the combined protection scheme effectively reduced the height of the surge tank, lessened the difficulties related to construction, and reduced the necessary financial investment for the project. The two-stage closing rule articulated as fast first and then slow could minimize the overflow volume of the surge tank when the power failure occurred, while the two-stage opening rule articulated as slow first and then fast could be more conducive to the safety of the water supply system when the pump started up.

     

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    • References(18)
  • Chaudhry, M.H., 2014. Applied Hydraulic Transients. Springer, New York. Chen, J.P., Yang, J.D., Guo, W.C., Teng, Y., 2016. Hydraulic design of surge tank in hydropower station with long distance diversion tunnel. Engineering Journal of Wuhan University 49(2), 212-217. https://doi.org/10.14188/j.1671-8844.2016-02-009 (in Chinese).
    Chen, X.Y., Zhang, J., Yu, X.D., Chen, S., Shi, L., 2021. Study on impedance size optimization of a one-way surge tank in a long-distance water supply system. Water Supply 21(2), 868-877. https://doi.org/10.2166/ws.2020.370.
    Cheng, Y.G., Li, J.P., Yang, J.D., 2007. Free surface-pressurized flow in ceiling-sloping tailrace tunnel of hydropower plant:Simulation by VOF model. J. Hydraul. Res. 45(1), 88-99. https://doi.org/10.1080/00221686.2007.9521747.
    Guo, W.C., Yang, J.D., Teng, Y., 2017. Surge wave characteristics for hydropower station with upstream series double surge tanks in load rejection transient. Renew. Energy 108, 488-501. https://doi.org/10.1016/j.renene.2017.03.005.
    Li, N., Zhang, J., Shi, L., Chen, X.Y., Zhang, X.Y., 2020. Water hammer protection characteristic of combined air vessel and overpressure relief valve. Journal of Drainage and Irrigation Machinery Engineering 38(3), 254-260 (in Chinese).
    Miao, D., Zhang, J., Chen, S., Yu, X.D., 2017. Water hammer suppression for long distance water supply systems by combining the air vessel and valve.Aqua 66(5), 319-326. https://doi.org/10.2166/aqua.2017.131.
    Shi, L., Zhang, J., Ni, W.X., Chen, X.Y., Li, M., 2019a. Water hammer protection of long-distance water supply projects with special terrain conditions. J. Hydroelectr. Eng. 38(5), 81-88 (in Chinese).
    Shi, L., Zhang, J., Yu, X.D., Chen, S., 2019b. Water hammer protective performance of a spherical air vessel caused by a pump trip. Water Supply 19(6), 1862-1869. https://doi.org/10.2166/ws.2019.063.
    Stephenson, D., 2002. Simple guide for design of air vessels for water hammer protection of pumping lines. J. Hydraul. Eng. 128(8), 792-797. https://doi.org/10.1061/(ASCE)0733-9429 (2002)128:8(792).
    Suter, P., 1966. Representation of pump characteristics for calculation of water hammer. Sulzer Tech. Rev. 4(66), 45-48.
    Wan, W.Y., Zhang, B.R., 2018. Investigation of water hammer protection in water supply pipeline systems using an intelligent self-controlled surge tank. Energies 11(6), 1450. https://doi.org/10.3390/en11061450.
    Wang, X.T., Zhang, J., Yu, X.D., Shi, L., Zhao, W.L., Xu, H., 2019. Formula for selecting optimal location of air vessel in long-distance pumping systems. Int. J. Pres. Ves. Pip. 172, 127-133. https://doi.org/10.1016/j.ijpvp.2019.03.029.
    Wylie, E.B., Streeter, V.L., Suo, L.S., 1993. Fluid Transients in Systems.Prentice-Hall, Upper Saddle River.
    Zhang, J., Suo, L.S., Liu, D.Y., 2001. Formulae for calculating surges in aircushioned surge tank. J. Hydroelectr. Eng. (1), 19-24 (in Chinese).
    Zhang, J., Zhu, X.Q., Qu, X.H., Ma, S.B., 2011. Arrangement of air-valve for water hammer protection in long-distance pipelines. J. Hydraul. Eng. 42(9), 1025-1033. https://doi.org/10.13243/j.cnki.slxb.2011.09.007 (in Chinese).
    Zhang, Y.L., Miao, M.F., Ma, J.M., 2010. Analytical study on water hammer pressure in pressurized conduits with a throttled surge chamber for slow closure. Water Sci. Eng. 3(2), 174-189. https://doi.org/10.3882/j.issn.1674-2370.2010.02.006.
    Zhang, Y.L., Liao, M.F., 2012. Explicit formulas for calculating surges in throttled surge chamber. J. Hydraul. Eng. 43(4), 467-472. https://doi.org/10.13243/j.cnki.slxb.2012.04.006 (in Chinese).
    Zhou, J.X., Palikhe, S., Cai, F.L., Liu, Y.F., 2020. Experimental and simulation-based investigations on throttle's head loss coefficients of a surge tank. Energy Sci. Eng. 8(8), 2722-2733. https://doi.org/10.1002/ese3.717.
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