You are here

Static Pressure Analysis in Stepped Chutes with Inclined and Horizontal Steps in Nappe and Skimming Flow Regimes

Journal Name:

Publication Year:

Abstract (2. Language): 
Spillway is one of the most important parts of a dam to control the flood. Among different types of spillways, stepped spillways is one of the best energy dissipaters. By advances in technology and the satisfaction of two elements of safe and low cost construction the usage of stepped spillway is increased widely. Due to this fact, more studies are focused on the stepped spillways. Researchers made some efforts and proposed different methods to improve the efficiency of this structure to dissipate energy. Modification on step geometry, regarding flow regime type, is one of these efforts. Flow pressure and its fluctuations on the steps of the stepped spillways is one of the main factors affecting the design and safety of this structure. In this experimental research, reverse inclined steps have been applied in three degrees [0o (horizontal), 7o, 10o] to obtain static pressure in both nappe flow and skimming flow regimes of stepped spillways. Static pressure obtained from reverse inclined steps have been compared to the amount in horizontal step. Results indicate slight increase in energy loss rate when reverse inclined steps have been applied in nappe flow regime of stepped spillways.
136
139

REFERENCES

References: 

[1] Zhang, Gangfu, and Hubert Chanson. "Hydraulics of the developing flow region of stepped spillways. I: Physical modeling and boundary layer development." Journal of Hydraulic Engineering 142, no. 7 (2016): 04016015.
[2] Lesleighter, E. J., B. P. Tullis, and Darryl Andrews. "Stepped spillway model pressures characteristics, Susu Dam Malaysia." In 11th National Conference on Hydraulics in Civil Engineering & 5th International Symposium on Hydraulic Structures: Hydraulic Structures and Society-Engineering Challenges and Extremes, p. 69. Engineers Australia, 2014.
[3] Hamedi, A., Ketabdar, M., Fesharaki, M., & Mansoori, A. 2016. Nappe Flow Regime Energy Loss in Stepped Chutes Equipped with Reverse Inclined Steps: Experimental Development. Florida Civil Engineering Journal, 2:28-37
[4] Hamedi, A., Mansoori, A., Shamsai, A., & Amirahmadian, S. 2014. The Effect of End Sill and Stepped Slope on Stepped Spillway Energy Dissipation. Journal of Water Sciences Research, 6 :1-15.
[5] Hamedi, A., Mansoori, A., Malekmohamadi, I., & Roshanaei, H. 2011. Estimating Energy Dissipation in Stepped Spillways with Reverse Inclined Steps and End Sill. In World Environmental and Water Resources Congress Reston, VA: American Society of Civil Engineers, Conference Proceeding:2528–2537.
[6] Hamedi, A., Malekmohammadi, I., Mansoori, A., & Roshanaei, H. 2012. Energy Dissipation in Stepped Spillway Equipped with Inclined Steps Together with End Sill. In 2012 Fourth International Conference on Computational Intelligence and Communication Networks . IEEE.
[7] Ketabdar, M. 2016. Numerical and Empirical Studies on the Hydraulic Conditions of 90 degree converged Bend with Intake. International Journal of Science and Engineering Applications, 5(9), 441-444.
[8] A. Hamedi and H. R. Fuentes, “Comparative Effectiveness and Reliability of NEXRAD Data to Predict Outlet Hydrographs Using the GSSHA and HEC-HMS Hydrologic Models,” in World Environmental and Water Resources Congress, 2015, no. September 2005, pp. 1444–1453.
[9] M. Fesharaki and A. Hamedi, “Effects of High-Speed Rail substructure on ground-borne vibrations,” Florida Civ. Eng. J., vol. 2, pp. 38–47, 2016.
[10] Moghaddam, A. K. (2017). Recent developments of ballastless tracks in high-speed and urban lines. International Journal of Research and Engineering, 4(4), 93-97.
[11] Moghaddam, A. K. A Review on the Current Methods of Railway Induced Vibration Attenuations. International Journal of Science and Engineering Applications, 6(4), 123-128.
[12] Hamedi, A., Hajigholizadeh, M., & Mansoori, A. 2016. Flow Simulation and Energy Loss Estimation in the Nappe Flow International Journal of Science and Engineering Applications Volume 6 Issue 05, 2017, ISSN-2319-7560 (Online) www.ijsea.com 142 Regime of Stepped Spillways with Inclined Steps and End Sill: A Numerical Approach. Civil Engineering Journal, 2(9), 426-437.
[13] Hamedi, A., Ketabdar, M. 2016. Energy Loss Estimation and Flow Simulation in the skimming flow Regime of Stepped Spillways with Inclined Steps and End Sill: A Numerical Model. International Journal of Science and Engineering Applications, 5(7), 399-407
[14] Chinnarasri, C., & Wongwises, S. (2004). “Flow regimes and energy loss on chutes with upward inclined steps.” Can. J. Civ. Eng., 31(5), 870-879. J. Clerk Maxwell, A Treatise on Electricity and Magnetism, 3rd ed., vol. 2. Oxford: Clarendon, 1892, pp.68–73.
[15] Chinnarasri, C., & Wongwises, S. (2006). “Flow patterns and energy dissipation over various stepped chutes.” J. irrig. Drain. E-ASCE., 132(1), 70-76K. Elissa, “Title of paper if known,” unpublished.
[16] Ohtsu, I., & Yasuda, Y. (1997). “Characteristics of flow conditions on stepped channels.” In Energy and Water@ sSustainable Development (pp. 583-588).
[17] Chamani, M. R., & Rajaratnam, N. (1994). “Jet flow on stepped spillways.” J. Hydraul.Eng., 120(2), 254-259.
[18] Chanson, H. (1994). “Comparison of energy dissipation between nappe and skimming flow regimes on stepped chutes.” J. Hydraul. Res., 32(2), 213-218.
[19] Ketabdar, Milad, Amir Kamyab Moghaddam, Sepideh Amir Ahmadian, Pedram Hoseini, and Mohammadali Pishdadakhgari. "Experimental Survey of Energy Dissipation in Nappe Flow Regime in Stepped Spillway Equipped with Inclined Steps and Sill." International Journal of Research and Engineering 4, no. 5 (2017): 161-165.

Thank you for copying data from http://www.arastirmax.com