DOI QR코드

DOI QR Code

Influence of ventilation rate on the aerodynamic interference between two extra-large indirect dry cooling towers by CFD

  • Ke, S.T. (Department of Civil Engineering, Nanjing University of Aeronautics and Astronautics) ;
  • Liang, J. (Department of Civil Engineering, Nanjing University of Aeronautics and Astronautics) ;
  • Zhao, L. (State Key Laboratory for Disaster Reduction in Civil Engineering, Tongji University) ;
  • Ge, Y.J. (State Key Laboratory for Disaster Reduction in Civil Engineering, Tongji University)
  • 투고 : 2014.08.03
  • 심사 : 2015.01.27
  • 발행 : 2015.03.25

초록

Current wind-resistance designs of large-scale indirect dry cooling towers (IDCTs) exclude an important factor: the influence of the ventilation rate for radiator shutter on wind loads on the outer surfaces of the tower shell. More seemingly overlooked aspects are the effects of various ventilation rates on the wind pressure distribution on the tower surfaces of two IDCTs, and the feature of the flow field around them. In order to investigate the effects of the radiator shutter ventilation rates on the aerodynamic interference between IDCTs, this paper established the numerical wind tunnel model based on the Computational Fluid Dynamic (CFD) technology, and analyzed the influences of various radiator shutter ventilation rates on the aerodynamic loads acting upon a single and two extra-large IDCTs during building, installation, and operation stages. Through the comparison with the results of physical wind tunnel test and different design codes, the results indicated that: the influence of the ventilation rate on the flow field and shape coefficients on the outer surface of a single IDCT is weak, and the curve of mean shape coefficients is close to the reference curve provided by the current design code. In a two-tower combination, the ventilation rate significantly affects the downwind surface of the front tower and the upwind surface of the back tower, and the larger positive pressure shifts down along the upwind surface of the back tower as the ventilation rate increases. The ventilation rate significantly influences the drag force coefficient of the back tower in a two-tower combination, the drag force coefficient increases with the ventilation rate and reaches the maximum in a building status of full ventilation, and the maximum drag coefficient is 11% greater than that with complete closure.

키워드

과제정보

연구 과제 주관 기관 : National Natural Science Foundation

참고문헌

  1. Armitt, J. (1980), "Wind loading on cooling towers", J. Struct. Div., 106(3), 623-641.
  2. Bartoli, G., Borri, C., Hoeffer, R. and Orlando, M. (1997), "Wind induced pressures and interference effects on a group of cooling towers in a power plant arrangement", Proceedings of the 2nd European and African Conference on Wind Engineering, Genoa, Italy, Padua, SGE.
  3. Busch, D., Harte, R., Kratzig, W.B. and Montag, U. (2002), "New natural draught cooling tower of 200 mheight", Eng. Struct., 24(12), 1509-1521. https://doi.org/10.1016/S0141-0296(02)00082-2
  4. DL/T 5339-2006 (2006), Code for hydraulic design of fossil fuel power plants, Development and Reform Commission, P.R.C. (in Chinese)
  5. GB/T 50102-2003 (2003), Code for design of cooling for industrial recirculation water, Ministry of Construction, P.R.C.(in Chinese)
  6. Goodarzi, M. (2010), "A proposed stack configuration for dry cooling tower to improve cooling efficiency under cross wind", J. Wind Eng. Ind. Aerod., 98(12), 858-863. https://doi.org/10.1016/j.jweia.2010.08.004
  7. Goudarzi, M. and Sabbagh-Yazdi, S. (2008). "Modeling wind ribs effects for numerical simulation external pressure load on a cooling tower of KAZERUN power plant-IRAN", Wind Struct., 11(6), 479-496. https://doi.org/10.12989/was.2008.11.6.479
  8. Harte, R. and Wittek, U. (2009), "Recent developments of cooling tower design", Proceedings of the IASS Symposium, Valencia, Spain.
  9. Ke, S.T., Ge, Y.J., Zhao, L. and Tamura, Y. (2012), "A new methodology for analysis of equivalent static wind loads on super-large cooling towers", J. Wind Eng. Ind. Aerod., 111(3), 30-39. https://doi.org/10.1016/j.jweia.2012.08.001
  10. Ke, S.T., Ge, Y.J., Zhao, L., Chen, S.L. and Tamura, Y. (2013), "Wind-induced responses of super-large cooling towers", J. Central South Univ., 20(11), 3216-3228. https://doi.org/10.1007/s11771-013-1846-7
  11. Orlando, M. (2001), "Wind-induced interference effects on two adjacent cooling towers", Eng. Struct., 23(8), 979-992. https://doi.org/10.1016/S0141-0296(00)00110-3
  12. Jeong, S.H. (2004), "Simulation of large wind pressures by gusts on a bluff structure", Wind Struct., 7(5), 333-344. https://doi.org/10.12989/was.2004.7.5.333
  13. Niemann, H.J. (1980), "Wind effects on cooling tower", J. Struct. Div., 106(3), 643-661.
  14. Niemann, H.J. and Kopper, H.D. (1998), "Influence of adjacent buildings on wind effects on cooling towers", Eng. Struct., 20(10), 874-880. https://doi.org/10.1016/S0141-0296(97)00131-4
  15. Noh, S.Y. and Lee, S.Y. (2013), "Structural behaviour evaluation of natural draught cooling towers under the consideration of shell-geometric parameters", Appl. Mech. Mater., 284, 1396-1400.
  16. Sun, T.F. and Gu, Z.F. (1995), "Interference between wind loading on group of structures", J. Wind Eng. Ind.Aerod., 54(55), 213-225.
  17. Schmidt, S. and Thiele, F. (2002), "Comparison of numerical methods applied to the flow over wall-mounted cubes" , Int. J. Heat Fluid Fl., 23(3), 330- 339. https://doi.org/10.1016/S0142-727X(02)00180-7
  18. Viladkar, M.N., Karisiddappa, Bhargava, P. and Godbole, P.N. (2006), "Static soil-structure interaction response of hyperbolic cooling towers to symmetrical wind loads", Eng. Struct., 28(9), 1236-1251. https://doi.org/10.1016/j.engstruct.2005.11.010
  19. VGB-Guideline (2005), Structural design of cooling tower- technical guideline for the structural design, computation and execution of cooling towers (VGB-R 610Ue), Standard Essen: BTR Bautechnikbei Kuhlturmen.
  20. Zhao, L. and Ge, Y.J. (2010), "Wind loading characteristics of super-large cooling towers", Wind Struct., 13(4), 257-274. https://doi.org/10.12989/was.2010.13.3.257
  21. Zhang, J.F., Chen, H., Ge, Y.J., Zhao, L. and Ke, S.T. (2014), "Effects of stiffening rings on the dynamic properties of hyperboloidal cooling towers", Struct. Eng. Mech., 49(5), 619-629. https://doi.org/10.12989/sem.2014.49.5.619

피인용 문헌

  1. Interference effect and the working mechanism of wind loads in super-large cooling towers under typical four-tower arrangements vol.170, 2017, https://doi.org/10.1016/j.jweia.2017.08.006
  2. Non-Gaussian characteristics and extreme distribution of fluctuating wind pressures on large cylindrical-conical steel cooling towers vol.26, pp.18, 2017, https://doi.org/10.1002/tal.1403
  3. Wind-induced internal pressure effect within a novel super-large cylindrical-conical steel cooling tower vol.27, pp.15, 2018, https://doi.org/10.1002/tal.1510
  4. Wind Load Characteristics and Action Mechanism on Internal and External Surfaces of Super-Large Cooling Towers under Wind-Rain Combined Effects vol.2018, pp.1563-5147, 2018, https://doi.org/10.1155/2018/2921709
  5. Characteristics of the aerodynamic interference between two high-rise buildings of different height and identical square cross-section vol.24, pp.5, 2015, https://doi.org/10.12989/was.2017.24.5.501
  6. A study on the average wind load characteristics and wind-induced responses of a super-large straight-cone steel cooling tower vol.25, pp.5, 2015, https://doi.org/10.12989/was.2017.25.5.433
  7. Multi-dimensional wind vibration coefficients under suction for ultra-large cooling towers considering ventilation rates of louvers vol.66, pp.2, 2015, https://doi.org/10.12989/sem.2018.66.2.273
  8. A study on the action mechanism of internal pressures in straight-cone steel cooling tower under two-way coupling between wind and rain vol.27, pp.1, 2015, https://doi.org/10.12989/was.2018.27.1.011
  9. The influence of internal ring beams on the internal pressure for large cooling towers with wind-thermal coupling effect vol.28, pp.1, 2015, https://doi.org/10.12989/was.2019.28.1.001
  10. A study on the working mechanism of internal pressure of super-large cooling towers based on two-way coupling between wind and rain vol.70, pp.4, 2019, https://doi.org/10.12989/sem.2019.70.4.479
  11. Evolution Mechanism of Wind Vibration Coefficient and Stability Performance during the Whole Construction Process for Super Large Cooling Towers vol.9, pp.20, 2019, https://doi.org/10.3390/app9204202
  12. Characteristics of wind loading on internal surface and its effect on wind-induced responses of a super-large natural-draught cooling tower vol.29, pp.4, 2015, https://doi.org/10.12989/was.2019.29.4.235
  13. Research on aerodynamic force and structural response of SLCT under wind-rain two-way coupling environment vol.29, pp.4, 2015, https://doi.org/10.12989/was.2019.29.4.247
  14. Suction and Action Mechanisms of Flow Field in a Super-Large Cooling Tower in Typhoon Conditions vol.147, pp.9, 2021, https://doi.org/10.1061/(asce)st.1943-541x.0003103
  15. Wind Tunnel Test of Wind Load on a Typical Cross Line High-Speed Railway Station vol.25, pp.10, 2015, https://doi.org/10.1007/s12205-021-0702-9