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Journal of Applied Water Engineering and Research Volume 6, 2018 - Issue 2
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Original Articles

Hydraulic investigation and design of roof profile of an orifice spillway using experimental and numerical models

Prajakta P. GadgeDepartment of Civil Engineering, Indian Institute of Technology Bombay, Mumbai, India;Central Water and Power Research Station, Pune, Maharashtra, IndiaCorrespondence[email protected]
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,
V. JothiprakashDepartment of Civil Engineering, Indian Institute of Technology Bombay, Mumbai, IndiaView further author information
&
V. V. BhosekarCentral Water and Power Research Station, Pune, Maharashtra, IndiaView further author information
Pages 85-94 | Received 20 Nov 2015, Accepted 13 Jul 2016, Published online: 05 Aug 2016

References

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  • Bhosekar VV. 2011. Physical and numerical model studies for aerator on orifice spillway [PhD thesis]. Mumbai: Indian Institute of Technology Bombay.
  • Bhosekar VV, Jothiprakash V, Deolalikar PB. 2012. Orifice spillway aerator: hydraulic design. ASCE J Hydraul Eng. 138:563–572. doi: 10.1061/(ASCE)HY.1943-7900.0000548
  • Bhosekar VV, Patnaik S, Gadge PP, Gupta ID. 2014. Discharge characteristics of orifice spillway. Int J Dam Eng. XXIV:5–18.
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  • Jothiprakash V, Bhosekar VV, Deolalikar PB. 2015. Flow characteristics of orifice spillway aerator: numerical model studies. ISH J Hydraul Eng. 21:216–230. doi: 10.1080/09715010.2015.1007093
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  • Pfister M, Duarte R, Müller M, De Cesare G. 2012. Cavitation risk estimation at orifice spillway based on UVP and dynamic pressure measurements. 8th International Symposium on Ultrasonic Doppler Methods for Fluid Mechanics and Fluid Engineering; Dresden, Germany, 137–140.
  • Savage BM, Johnson MC. 2001. Flow over ogee spillway: physical and numerical model case study. J Hydraul Eng. 127:640–649. doi: 10.1061/(ASCE)0733-9429(2001)127:8(640)
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