Araştırma Makalesi
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Analysis of the Hydrodynamic Characteristics in a Rectangular Clarifier under Earthquake-Induced Sloshing

Yıl 2023, , 111 - 138, 01.05.2023
https://doi.org/10.18400/tjce.1268771

Öz

Wastewater treatment plants, which play a crucial role in protecting the hydrosphere, are earthquake-prone infrastructures with large tanks and sensitive equipment. Damage to the structures in such facilities during seismic activity on the lithosphere can cause environmental pollution and threaten public health. Since the units/tanks in the treatment plants are not of different geometries and sizes, they may exceed the freeboard of the wave height due to the sloshing event. In this study, the sloshing dynamics of a rectangular type of clarifier were investigated. First, numerical parameters, boundaries, and initial conditions were validated using the results of an experimental campaign. Secondly, model conditions were kept constant, and geometry was enlarged (i.e., scaled-up) to investigate the variation of hydrodynamic forces near vulnerable equipment (such as scrapers and weirs) in clarifier. The numerical model was run for characteristics of two different earthquakes (i.e., Chi Chi-1999 and Kocaeli-1999). The results showed that dynamic pressure values near vulnerable equipment increased up to 120 times higher than the operating conditions. The maximum sloshing wave heights were calculated as 1.2 m and 1.45 m for Chi Chi (1999) and Kocaeli (1999) earthquakes, respectively.

Kaynakça

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Yıl 2023, , 111 - 138, 01.05.2023
https://doi.org/10.18400/tjce.1268771

Öz

Kaynakça

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  • A. VakilaadSarabi and M. Miyajima, “Study of the Sloshing of Water Reservoirs and Tanks due to Long Period and Long Duration Seismic Motions,” 2012.
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  • P. Disimile, J. Pyles, and N. Toy, “Hydraulic Jump Formation in Water Sloshing Within an Oscillating Tank,” J. Aircr. - J Aircr., vol. 46, pp. 549–556, Mar. 2009, doi: 10.2514/1.38493.
  • T. Lee, Z. Zhou, and Y. Cao, “Numerical Simulations of Hydraulic Jumps in Water Sloshing and Water Impacting ,” J. Fluids Eng., vol. 124, no. 1, pp. 215–226, 2001, doi: 10.1115/1.1436097.
  • S. Gurusamy, V. S. Sanapala, D. Kumar, and B. S. V Patnaik, “Sloshing dynamics of shallow water tanks: Modal characteristics of hydraulic jumps,” J. Fluids Struct., vol. 104, p. 103322, 2021, doi: https://doi.org/10.1016/j.jfluidstructs.2021.103322.
  • P. J. Disimile and N. Toy, “The imaging of fluid sloshing within a closed tank undergoing oscillations,” Results Eng., vol. 2, p. 100014, 2019, doi: https://doi.org/10.1016/j.rineng.2019.100014.
  • M. Aksel, “Dairesel Tipteki Çöktürme Havuzunun Deprem Altındaki Çalkalanma Analizi,” Türk Deprem Araştırma Derg., vol. 3, no. 2, pp. 149–166, Dec. 2021, doi: 10.46464/tdad.1014192.
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  • J. Lee, D. Perera, T. Glickman, and L. Taing, “Water-related disasters and their health impacts: A global review,” Prog. Disaster Sci., vol. 8, p. 100123, Dec. 2020, doi: 10.1016/j.pdisas.2020.100123.
  • F. Maleki, S. Hemati, and R. Pourashraf, “Prevalence Waterborne Infections after Earthquakes Considered as Serious Threat to Increasing Victims in Disaster-Affected Areas,” Egypt. J. Vet. Sci., vol. 51, no. 1, pp. 111–117, Jun. 2020, doi: 10.21608/ejvs.2019.18629.1114.
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  • M. R. Zare, S. Wilkinson, and R. Potangaroa, “Vulnerability of Wastewater Treatment Plants and Wastewater Pumping Stations to Earthquakes,” Int. J. Strateg. Prop. Manag., vol. 14, no. 4, pp. 408–420, Dec. 2010, doi: 10.3846/ijspm.2010.30.
  • K. Pitilakis, A. Anastasiadis, K. Kakderi, S. Argyroudis, and M. Alexoudi, Vulnerability Assessment and Risk Management of Lifelines, Infrastructures and Critical Facilities: The Case of Thessaloniki’s Metropolitan Area. 2007.
  • FEMA, “Multi-hazard Loss Estimation Methodology (HAZUS),” 2003.
  • M. Liu, S. Giovinazzi, R. MacGeorge, and P. Beukman, “Wastewater Network Restoration Following the Canterbury, NZ Earthquake Sequence: Turning Post-Earthquake Recovery into Resilience Enhancement,” in International Efforts in Lifeline Earthquake Engineering, Dec. 2013, pp. 160–167, doi: 10.1061/9780784413234.021.
  • J. E. Richardson and V. G. Panchang, “Three-Dimensional Simulation of Scour-Inducing Flow at Bridge Piers,” J. Hydraul. Eng., vol. 124, no. 5, pp. 530–540, May 1998, doi: 10.1061/(ASCE)0733-9429(1998)124:5(530).
  • H. D. Smith and D. L. Foster, “Modeling of Flow Around a Cylinder Over a Scoured Bed,” J. Waterw. Port, Coastal, Ocean Eng., vol. 131, no. 1, pp. 14–24, Jan. 2005, doi: 10.1061/(ASCE)0733-950X(2005)131:1(14).
  • M. Ghasemi and S. Soltani-Gerdefaramarzi, “The Scour Bridge Simulation around a Cylindrical Pier Using Flow-3D,” J. Hydrosci. Environ., vol. 1, no. 2, pp. 46–54, 2017, doi: 10.22111/JHE.2017.3357.
  • S. C. Chen and S. S. Tfwala, “Performance assessment of FLOW-3D and X flow in the numerical modelling of fish-bone type fishway hydraulics,” 7th IAHR Int. Symp. Hydraul. Struct. ISHS 2018, pp. 272–282, 2018, doi: 10.15142/T3HH1J.
  • J. Li, S. Alinaghian, D. Joksimovic, and L. Chen, “An Integrated Hydraulic and Hydrologic Modeling Approach for Roadside Bio-Retention Facilities,” Water, vol. 12, no. 5, p. 1248, Apr. 2020, doi: 10.3390/w12051248.
  • A. Bayon, D. Valero, R. García-Bartual, F. José Vallés-Morán, and P. A. López-Jiménez, “Performance assessment of OpenFOAM and FLOW-3D in the numerical modeling of a low Reynolds number hydraulic jump,” Environ. Model. Softw., vol. 80, pp. 322–335, Jun. 2016, doi: 10.1016/j.envsoft.2016.02.018.
  • A. Najafi-Jilani, M. Z. Niri, and N. Naderi, “Simulating three dimensional wave run-up over breakwaters covered by antifer units,” Int. J. Nav. Archit. Ocean Eng., vol. 6, no. 2, pp. 297–306, Jun. 2014, doi: 10.2478/IJNAOE-2013-0180.
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  • C. Ma and M. Oka, “Numerical Investigation on Sloshing Pressure for Moss-Type LNG Tank Based on Different SPH Models .” Oct. 11, 2020.
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  • S. Brizzolara et al., “Comparison of experimental and numerical sloshing loads in partially filled tanks,” Anal. Des. Mar. Struct. Incl. CD-ROM, no. Lloyd 1989, pp. 13–26, 2009, doi: 10.1201/9780203874981.ch2.
  • Flowscience, “Flow-3D User Manual.” 2019.
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  • H. Coleman and C. Members, ASME V&V 20-2009 Standard for Verification and Validation in Computational Fluid Dynamics and Heat Transfer (V&V20 Committee Chair and principal author). ASME, 2009.
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  • O. Yagci, M. Aksel, F. Yorgun, and M. Valyrakis, “Analysis of oscillatory flow around a rigidly attached spherical particle to the bottom in a sloshing tank,” in EGU General Assembly 2022, 2023, p. 10068, doi: 10.5194/egusphere-egu22-10068.
  • T. Gándara, E. C. Del Barrio, M. Cruchaga, and J. Baiges, “Experimental and numerical modeling of a sloshing problem in a stepped based rectangular tank,” Phys. Fluids, vol. 33, no. 3, p. 033111, Mar. 2021, doi: 10.1063/5.0044682.
  • A. I. Yılmaz, “A Review of Studies on the Sloshing Effect of Liquid in Partially Filled Tank,” Journal, no. 11, pp. 19–28, 2018.
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  • S. C. of the 28th ITTC, “Prosedure of Sloshing Model Tests,” 2017.
Toplam 74 adet kaynakça vardır.

Ayrıntılar

Birincil Dil İngilizce
Konular İnşaat Mühendisliği
Bölüm Araştırma Makaleleri
Yazarlar

Murat Aksel 0000-0002-6456-4396

Erken Görünüm Tarihi 3 Mayıs 2023
Yayımlanma Tarihi 1 Mayıs 2023
Gönderilme Tarihi 9 Ağustos 2022
Yayımlandığı Sayı Yıl 2023

Kaynak Göster

APA Aksel, M. (2023). Analysis of the Hydrodynamic Characteristics in a Rectangular Clarifier under Earthquake-Induced Sloshing. Turkish Journal of Civil Engineering, 34(3), 111-138. https://doi.org/10.18400/tjce.1268771
AMA Aksel M. Analysis of the Hydrodynamic Characteristics in a Rectangular Clarifier under Earthquake-Induced Sloshing. tjce. Mayıs 2023;34(3):111-138. doi:10.18400/tjce.1268771
Chicago Aksel, Murat. “Analysis of the Hydrodynamic Characteristics in a Rectangular Clarifier under Earthquake-Induced Sloshing”. Turkish Journal of Civil Engineering 34, sy. 3 (Mayıs 2023): 111-38. https://doi.org/10.18400/tjce.1268771.
EndNote Aksel M (01 Mayıs 2023) Analysis of the Hydrodynamic Characteristics in a Rectangular Clarifier under Earthquake-Induced Sloshing. Turkish Journal of Civil Engineering 34 3 111–138.
IEEE M. Aksel, “Analysis of the Hydrodynamic Characteristics in a Rectangular Clarifier under Earthquake-Induced Sloshing”, tjce, c. 34, sy. 3, ss. 111–138, 2023, doi: 10.18400/tjce.1268771.
ISNAD Aksel, Murat. “Analysis of the Hydrodynamic Characteristics in a Rectangular Clarifier under Earthquake-Induced Sloshing”. Turkish Journal of Civil Engineering 34/3 (Mayıs 2023), 111-138. https://doi.org/10.18400/tjce.1268771.
JAMA Aksel M. Analysis of the Hydrodynamic Characteristics in a Rectangular Clarifier under Earthquake-Induced Sloshing. tjce. 2023;34:111–138.
MLA Aksel, Murat. “Analysis of the Hydrodynamic Characteristics in a Rectangular Clarifier under Earthquake-Induced Sloshing”. Turkish Journal of Civil Engineering, c. 34, sy. 3, 2023, ss. 111-38, doi:10.18400/tjce.1268771.
Vancouver Aksel M. Analysis of the Hydrodynamic Characteristics in a Rectangular Clarifier under Earthquake-Induced Sloshing. tjce. 2023;34(3):111-38.