Relationship between Relative Flow Velocity and Relative EnergyDissipation Head of Stepped Spillways

YANG Ji-jian,LIU Han-sheng,WEN Ming-yi,DAI Shu-bing

Journal of Changjiang River Scientific Research Institute ›› 2015, Vol. 32 ›› Issue (12) : 51-54.

PDF(1296 KB)
PDF(1296 KB)
Journal of Changjiang River Scientific Research Institute ›› 2015, Vol. 32 ›› Issue (12) : 51-54. DOI: 10.11988/ckyyb.20140328

Relationship between Relative Flow Velocity and Relative EnergyDissipation Head of Stepped Spillways

  • YANG Ji-jian,LIU Han-sheng,WEN Ming-yi ,DAI Shu-bing
Author information +
History +

Abstract

Flow velocity and energy dissipation head are important hydraulic parameters in open channel flows. However, there is no systematic research achievement about it in stepped spillways so far. In this paper the concepts of relative flow velocity and relative energy dissipation head of stepped spillway were presented by comparing the velocity and energy dissipation head of stepped spillways with those of smooth spillways. Groups of tests were performed on stepped spillways with channel slope (38.66 °) and different step heights (0.5m, 1.0m and 2.0m). The measured data were analyzed and the results show that the relationship between flow velocity and energy dissipation head of non-uniform flow is complex, which is difficult to be applied, but the relative velocity of non-uniform flow has good linear relationship with relative energy dissipation head in the presence of different unit width discharges and step heights. The correlation coefficient is 0.973 7-0.995 9. The results prove the necessity of introducing the concepts of relative flow velocity and relative dissipation head for stepped spillways.

Key words

stepped spillway / relative flow velocity / relative energy dissipation head / smooth spillway / step height / non-uniform flow pattern

Cite this article

Download Citations
YANG Ji-jian,LIU Han-sheng,WEN Ming-yi,DAI Shu-bing. Relationship between Relative Flow Velocity and Relative EnergyDissipation Head of Stepped Spillways[J]. Journal of Changjiang River Scientific Research Institute. 2015, 32(12): 51-54 https://doi.org/10.11988/ckyyb.20140328

References

[1] 李建中,宁利中.高速水力学[M].西安:西北工业大学出版社,1994. (LI Jian-zhong, NING Li-zhong. High-speed Hydraulics[M]. Xi’an: Northwestern Polytechnical University Press, 1994. (in Chinese))
[2] 刘士和.高速水流[M].北京:科学出版社,2005.(LIU Shi-he. High-speed Flow[M]. Beijing: Science Press, 2005. (in Chinese))
[3] 艾克明. 台阶式泄槽洪道的水力特性和设计应用[J]. 水力发电学报, 1998 (4): 86-95.(AI Ke-ming. Hydraulic Characteristics and Design Applications of Stepped Spillways[J]. Journal of Hydroelectric Engineering, 1998, (4): 86-95. (in Chinese))
[4] 田嘉宁, 大津岩夫,李建中, 等. 台阶式溢洪道各流况的消能特性[J]. 水利学报, 2003 (4): 35-39. (TIAN Jia-ning, QHTSU I, LI Jian-zhong, et al. The Characters of Energy Dissipation under Different Flow on Stepped Spillways[J]. Journal of Hydraulic Engineering, 2003, (4) : 35-39. (in Chinese))
[5] 田嘉宁, 安田阳一,李建中. 台阶式泄水建筑物的消能分析[J]. 水力发电学报, 2009, 28(2): 96-100.(TIAN Jia-ning, YUSUDA Y, LI Jian-zhong. Energy Dissipation on Stepped Sluicing Structure[J].Journal of Hydroelectric Engineering, 2009,28(2): 96-100.(in Chinese))
[6] 陈 群, 戴光清, 朱分清, 等. 影响阶梯溢流坝消能率的因素 [J]. 水力发电学报, 2003,22(4): 95-104.(CHEN Qun, DAI Guang-qing, ZHU Fen-qing, et al. Factors of Influence on the Energy Dissipation Ratio of Stepped Spillways[J]. Journal of Hydroelectric Engineering, 2003, 22(4): 95-104. (in Chinese))
[7] 杨 庆. 阶梯溢流坝水力特性和消能机理试验研究[D]. 成都: 四川大学, 2002. (YANG Qing. Experimental Research on the Hydraulic Characteristics and Energy Dissipation Mechanism of Stepped Spillway Overflow[D]. Chengdu: Sichuan University, 2002. (in Chinese))
[8] FELDER S, CHANSON H. Energy Dissipation Down a Stepped Spillway with Non-uniform Step Heights[J]. Journal of Hydraulic Engineering,2011,137(11):1543-1548.
[9] YASUDA Y. Energy Dissipation of Skimming Flows on Stepped-channel Chutes[C]// Proceeding of the 28th Congress of IAHR: Fluvial, Environmental and Coastal Developments in Hydraulic Engineering, Graz, Austria, 2004: 67-80.
[10]CHINNARASRI C, WONGWISES S. Flow Patterns and Energy Dissipation over Various Stepped Chutes[J]. Journal of Irrigation and Drainage Engineering, 2006, 132(1): 70-76.
[11]张 峰, 刘韩生. 台阶式溢洪道消能特性的研究[J]. 水利与建筑工程学报, 2012, 10(4): 11-13.(ZHANG Feng, LIU Han-sheng. Study on Energy Dissipation Properties of Stepped Spillway[J]. Journal of Water Resources and Architectural Engineering, 2012, 10(4): 11-13. (in Chinese))
[12]吴宪生. 台阶式溢流坝水力特性初探[J]. 四川水力发电, 1998, 17(1): 73-77. (WU Xian-sheng. Elementary Study on Hydraulic Property of Stepped Spillway[J]. Sichuan Water Power, 1998, 17(1): 73-77. (in Chinese))
[13]吴宪生. 台阶溢流坝下的流速探讨[J]. 水力发电学报, 2001;(2): 73-75. (WU Xian-sheng. Study on Toe Velocity of Stepped Overflow Dam[J]. Journal of Hydroelectric Engineering, 2001;(2): 73-75. (in Chinese))
[14]BOES R M, LUCAS J, HAGER W H. Aerated Flow Characteristics of Skimming Flow over Stepped Chutes[J]. Journal of Hydraulic Research, 2013, 51(6): 735-736.
[15]SORENSEN R M. Stepped Spillways Hydraulic Model Investigation[J]. Journal of Hydraulic Engineering, 1985, 111(12): 1461-1472.
[16]金 瑾, 张志昌, 尹芳芳. 台阶式溢洪道水力特性的数值模拟[J]. 中国水运, 2009, 9(5):146-148.(JIN Jin, ZHANG Zhi-chang, YIN Fang-fang. Numerical Simulation of Hydraulic Characteristics of Stepped Spillways[J]. China Water Transport, 2009, 9(5):146-148.(in Chinese))
[17]陈 群, 戴光清,刘浩吾. 阶梯溢流坝面流场的紊流数值模拟[J]. 天津大学学报: 自然科学与工程技术版, 2002, 35(1): 23-27.(CHEN Qun, DAI Guang-qing, LIU Hao-wu. Turbulence Numerical Simulation for the Stepped Spillway Overflow[J]. Journal of Tianjin University: Science and Technology, 2002, 35(1): 23-27. (in Chinese))
PDF(1296 KB)

Accesses

Citation

Detail

Sections
Recommended

/

Baidu
map