Experimental Study of Water Entrainment in Plunging Phenomena in Channel’s Bend

Document Type : Research Paper

Authors

1 PhD student in Civil Engineering, Water Resources Engineering and Management, Faculty of Engineering, Shahid Chamran University of Ahvaz, Ahvaz, Iran.

2 Professor, Department of Hydraulic Structures, Faculty of Water and Environmental Engineering, Shahid Chamran University of Ahvaz, Ahvaz, Iran.

3 Assistant Professor, Department of Hydraulic Structures, Faculty of Water and Environmental Engineering, Shahid Chamran University of Ahvaz, Ahvaz, Iran

Abstract

Turbidity currents, or dense flows, occurs when a fluid moves within another fluid with different densities, also Turbidity Current occurs when a fluid with a higher or lower density than the ambient fluid enters a fluid with a different density. The main cause of this phenomenon is the effect of the difference in density on gravitational acceleration; hence, Turbidity Currents are also referred to as gravitational flows (Graf & Altinakar, 2003). Karamichemeh (2014) investigated the effect of slope and concentration on turbulent flows in the submerged region along a straight path. To achieve this, they conducted 60 experiments with four discharge rates ranging from 5.0 to 2.0 liters per second, four concentrations with volumetric mass of 1013, 1009, 1006, and 1016 kilograms per cubic meter, and three slopes of 8, 12, and 16 percent. The results of this study showed that with an increase in the Richardson number (inverse of the square root of the densimetric Froude number), the intensity of mixing decreases. Additionally, the intensity of mixing in the submerged region is greater compared to the intensity of mixing in the body region. Given the limited studies on the movement of Turbidity currents in curved paths, the aim of this research is to investigate the effect of bends on the Water Entrainment in the plunging region.

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Main Subjects


  • Akiyama, J., & Stefan, H. G. (1984). Plunging Flow into a Reservoir: Theory. Journal of Hydraulic Engineering, 110(4), 484–499. https://doi.org/10.1061/(ASCE)0733-9429(1984)110:4(484).

 

  • Dai, A., & García, M. H. (2010). Energy Dissipative Plunging Flows. Journal of Hydraulic Engineering, 136(8), 519–523. https://doi.org/10.1061/(ASCE)HY.1943-7900.0000176.

 

  • Farrell, G. J., & Stefan, H. G. (1988). Mathematical modeling of plunging reservoir flows. Journal of Hydraulic Research, 26(5), 525–537. https://doi.org/10.1080/00221688809499191.

 

  • Ghasemi, N. afrin, Shushtri, M. M., & Dehghani, R. (2011). Laboratory investigation of static water tension in Turbidity Current and mixing in the immersion zone. The 6th National Congress of Civil Engineering. https://en.civilica.com/doc/120786/.

 

  • Graf, W. H., & Altinakar, M. S. (2003). Fluvial hydraulics: Flow and transport processes in channels of simple geometry (Reprint). Wiley.

 

  • Kaheh, M., Ghomeshi, M., & Mousavi Jahromi, S. H. (2012). Experimental Investigation of Gravity Current Frontal Velocity on Rough Beds. Irrigation Sciences and Engineering, 35(1), 101–109. https://jise.scu.ac.ir/article_10504_en.html

 

  • Karamichemeh D, Shahnazari A, Golmaei H, & Ghomeshi M. (2014). EXPERIMENTAL STUDY ON THE CHARACTERISTICS OF PLUNGE REGION OF SALINE DENSITY CURRENT. 36(4), 0–0. https://www.sid.ir/paper/359064/fa

 

  • Lee, H.-Y., & Yu, W.-S. (1997). Experimental Study of Reservoir Turbidity Current. Journal of Hydraulic Engineering, 123(6), 520–528. https://doi.org/10.1061/(ASCE)0733-9429(1997)123:6(520)

 

  • Mansouri Hafshejani, M., Ghomeshi, M., Shafaee Bajestan, M., & Ahadiyan, J. (2016). Estimation of Relative Head Velocity of Density Current When Ambient Water Flowing in Same Direction of Density Current. Irrigation Sciences and Engineering, 39(4), 193–200. https://doi.org/10.22055/jise.2016.12507

 

  • Mehdi, G., Ali, H. D., Peyman, V., & Davood, F. (2014). EXPERIMENTAL STUDY ON THE EFFECTS OF ARTIFICIAL BED ROUGHNESS ON HYDRAULIC PARAMETERS OF SALINE DENSITY CURRENTS. 37(3), 95–105. https://www.sid.ir/paper/217167/fa

 

  • Parker, G., & Toniolo, H. (2007). Note on the Analysis of Plunging of Density Flows. Journal of Hydraulic Engineering, 133(6), 690–694. https://doi.org/10.1061/(ASCE)0733-9429(2007)133:6(690)

 

12- Sheikholeslami, M., Ghomeshi, M. (2017). 'Experimental Study of Radius of Curvature Influence On Density Current Behavior in 90 Degree Bend', Irrigation Sciences and Engineering, 40(1), pp. 131-143. doi: 10.22055/jise.2017.12672. (in persain)

 

  • Torabi Poudeh, H., Fathi Moghadam, M., Ghomeshi, M., & Shafai-Bajestan, M. (2007). Head Velocity and Entrainment of Density Current in an Expansion Reach. Iran-Water Resources Research, 3(1), 56–67. https://www.iwrr.ir/article_15478_en.html.

 

  • Turner, J. S. (1979). Buoyancy Effects in Fluids. Cambridge University Press.

 

  • Varjavand, P., Ghomeshi, M., Hosseinzadeh, A., Dalir, & Farsadizadeh, D. (2016). Experimental Investigation of lifting phenomenon in Sediment-Laden Density Currents. Irrigation and Drainage Structures Engineering Research, 17(67), 129–144. https://www.magiran.com/paper/1668255/experimental-investigation-of-lifting-phenomenon-in-sediment-laden-density-currents?lang=en
Volume 47, Issue 1
June 2024
Pages 119-130
  • Receive Date: 16 May 2021
  • Revise Date: 03 March 2022
  • Accept Date: 06 March 2022
  • Publish Date: 21 May 2024