In order to study the energy characteristics of water flow on stepped spillway, we conducted model test of stepped spillway with slope ratio of 1∶1.25 and different step heights. The results indicated that gross head of stepped spillway decreased dramatically along the flow path, and specific energy on stepped spillways first increased and then remained constant. The change of specific energy determines the gross head,and low stable specific energy reflects better energy dissipation. Two dimensionless parameters of stable specific energy and its influencing factors were obtained through dimensional analysis,and a good power function law was found between the two dimensionless parameters based on the data from test and related literature, with the correlation coefficient between 0.9949 and 0.9972. An empirical formula for calculating the residual energy and gross dissipation rate was put forward to provide references for related design.
Key words
stepped spillways /
flow energy characteristics /
specific energy of water flow /
dimensional analysis /
dissipation rate
{{custom_sec.title}}
{{custom_sec.title}}
{{custom_sec.content}}
References
[1] 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.
[2] BOES R M, MATOS J, OHTSU I, et al. Hydraulics of Skimming Flow on Modeled Stepped Spillways[J]. Journal of Hydraulic Engineering, 2000, 126(12): 947-954.
[3] 艾克明. 台阶式泄槽溢洪道的水力特性和设计应用[J]. 水力发电学报, 1998,(4): 86-95.
[4] 罗启北. 台阶式溢洪道上的水流分析[J]. 贵州工业大学学报, 1996,25(3):64-69.
[5] YASUDA Y, TAKAHASHI M, OHTSU I. Flow Resistance of Stepped Channel Flow[J]. Doboku Gakkai Ronbunshuu B, 2000, 44:527-532.
[6] OHTSU I, YASUDA Y, TAKAHASHI M. Flow Characteristics of Skimming Flows in Stepped Channels[J]. Journal of Hydraulic Engineering, 2004, 130(9): 860-869.
[7] 伍 平,王 波,陈云良,等. 大落差多级阶梯泄槽水流稳定平衡态研究[J]. 水力发电学报, 2013, 32(2):190-194.
[8] 才君眉,薛慧涛,冯金鸣.碾压混凝土坝采用台阶式溢洪道消能初探[J].水利水电技术,1994,(4):19-21.
[9] 耶尔德兹 D,科斯 D,蒯圣堂.台阶式斜槽溢洪道的水力特性[J]. 水利水电快报,1999,(9):2-5.