Skip to Main Content
Table 1

Specifications of experiments conducted by other researchers along with the present study

Researcher(s)Supercritical Froude number rangePorosity (%)ArrangementOther specificationFixed bedMovable bedModel types
ExperimentalNumericalAI
Rajaratnam & Hurtig (2000)  5–13; 4–7.2 40–50 Single, Double; Triangle Screens material: plastic; square-shaped openings ✓  ✓   
Çakır (2003)  5–18 20–40; 50–60 Single; Double Screen thickness 2 and 4 cm ✓  ✓   
Bozkuş et al. (2004); Bozkuş et al. (2007)  5–18 20–60 Single; Double Screens location up to 100× undisturbed upstream depth ✓  ✓   
Bozkuş et al. (2005); Bozkuş et al. (2006)  5–24 40 Single; Double Screen inclined: 60°, 75°, and 90° with respect to horizontal ✓  ✓   
Bozkuş & Aslankara (2008)  5–22.5 40 Multiple screens – ✓  ✓   
Sadeghfam et al. (2014)  2.5–8.5 40–50 Single; Double Submerged hydraulic jump ✓  ✓   
Daneshfaraz et al. (2017)  2–10 40–50 Single Used baffles in stilling basin ✓   ✓  
Present study 3.8–7.5 40–50 Single Scouring in stilling basin  ✓ ✓  ✓ 
Researcher(s)Supercritical Froude number rangePorosity (%)ArrangementOther specificationFixed bedMovable bedModel types
ExperimentalNumericalAI
Rajaratnam & Hurtig (2000)  5–13; 4–7.2 40–50 Single, Double; Triangle Screens material: plastic; square-shaped openings ✓  ✓   
Çakır (2003)  5–18 20–40; 50–60 Single; Double Screen thickness 2 and 4 cm ✓  ✓   
Bozkuş et al. (2004); Bozkuş et al. (2007)  5–18 20–60 Single; Double Screens location up to 100× undisturbed upstream depth ✓  ✓   
Bozkuş et al. (2005); Bozkuş et al. (2006)  5–24 40 Single; Double Screen inclined: 60°, 75°, and 90° with respect to horizontal ✓  ✓   
Bozkuş & Aslankara (2008)  5–22.5 40 Multiple screens – ✓  ✓   
Sadeghfam et al. (2014)  2.5–8.5 40–50 Single; Double Submerged hydraulic jump ✓  ✓   
Daneshfaraz et al. (2017)  2–10 40–50 Single Used baffles in stilling basin ✓   ✓  
Present study 3.8–7.5 40–50 Single Scouring in stilling basin  ✓ ✓  ✓ 
Close Modal

or Create an Account

Close Modal
Close Modal