The slab instability of a stilling basin caused static effect of hydraulic jump
LUO Guanyong1,2,CAO Hong1,2,PAN Hong1,2
(1. School of Civil Engineering and Transportation,South China University of Technology,Guangzhou,Guangdong 510640,China; 2. State Key Laboratory of Subtropical Building Science,South China University of Technology,Guangzhou,Guangdong 510640,China)
Abstract:Occurrence of a hydraulic jump can reduce the balance weight of a slab in a stilling basin. Ignoring them would result in a dangerous situation. In this paper,a slab failure case,which occurred in Guangzhou is examined carefully by numerical simulation. The method to locate a hydraulic jump and that to simulate the draining holes were addressed in details. The restoration and its effect is also discussed. It found that,(1) the occurrence of a hydraulic jump both reduces the balance weight of a slab and changes boundary condition for seepage flow significantly. (2) It is the ignoring the static effect of a hydraulic jump that makes the failure happen. (3) Draining holes in the slab reduce the water pressure difference between the top and bottom and eliminate the static effect. (4) For a slab with draining holes,stability analysis without taking into account the hydraulic jump static effect is acceptable for its result is on the safe side.
刘沛清,刘心爱,李福田. 消力池底板块的失稳破坏机理及其防护措施[J]. 水利学报,2001,31(9):1-9.(LIU Peiqing,LIU Xin¢ai,LI Futian. Failure mechanism of bottom plate in stilling basin and countermeasure for protection[J]. Journal of Hydraulic Engineering,2001,31(9):1-9.(in Chinese))
[2]
LIUPQ,AI-HUA L. Model discussion of pressure fluctuations propagation within Lining Slab Joints in Stilling Basins[J]. Journal of Hydraulic Engineering,2007,133(6):618-624.
[3]
FIOROTTOV,RINALDOA. Fluctuating uplift and lining design in spillway stilling basins[J]. Journal of Hydraulic Engineering,1992,118(4):578-596.
[4]
FIOROTTO V,CARONI E. Unsteady seepage applied to lining design in stilling basins[J]. Journal of Hydraulic Engineering,2014,140(7):578-596.
[5]
辜晋德,练继建. 水跃区底部压力脉动的沿程变化规律研究. 水利学报[J]. 2008,38(2):196-200.(GU Jinde,LIAN Jijian. Longitudinal distribution of hydraulic jump fluctuating pressure acting on floor[J]. Journal of Hydraulic Engineering,2008,38(2):196-200.(in Chinese))
[6]
中华人民共和国行业标准编写组. Sl265—2001 水闸设计规范[S]. 北京:中国水利水电出版社,2001.(The Professional Standards Compilation Group of People¢s Republic of China. Sl265—2001 Design specification of sluice[S]. Beijing:China Water and Power Press,2001.(in Chinese))
[7]
王学功,左敦厚. 顺坡折坡水跃方程的评述与改进[J]. 水利学报,1999,29(9):45-50.(WANGXuegong,ZUODunhou. Study on 2D slope hydraulic jump equations[J]. Journal of Hydraulic Engineering,1999,29(9):45-50.(in Chinese))
[8]
HAGER WH. Energy dissipators and hydraulic jump[M].Dordrecht:Springer Netherlands,1992:41-52.
OHTSU I,YASUDA Y. Hydraulic jump in sloping channels[J]. Journal of Hydraulic Engineering,1991,117(7):905-921.
[11]
CHOW V T. Open-channel hydraulics[M].New York:McGraw-Hill,1959:393-438.
[12]
CHAUDHRY H. Open-channel flow[M].Boston,MA:Springer,US,2007:199-246.
[13]
USACE. Hec-Ras river analysis system,hydraulic referencemanual,version 4.1[M]. Davis,California:Hydrologic Engineering Center,2010:1-418.
[14]
HAGER W H. B-Jump in sloping channel[J]. Journal of Hydraulic Research,1988,26(5):539-558.
[15]
AKAN A O. Open channel hydraulics[M]. Oxford:Elsevier Science andTechnology,2006:110-169.
[16]
GENUCHTEN M T H V. A closed-form equation for predicting the hydraulic conductivity of unsaturated soils[J]. Soil Science Society of America Journal,1980,44(5):891-898.
[17]
毛昶熙. 渗流计算分析与控制[M]. 北京:中国水利水电出版社,2003:64-88.(MAOChangxi. Seepage computation analysis and control[M]. Beijing:China Water and Power Publish,2003:64-88.(in Chinese))
[18]
骆冠勇,潘 泓. 结合bathe算法及signorini条件求解饱和-非饱和无压渗流问题[J]. 岩石力学与工程学报,2013,32(11):2 275-2 282.(LUOGuanyong,PANHong. Using bathe algorithm and signorini condition to solve unconfined saturated-unsaturated seepage problems[J]. Chinese Journal of Rock Mechanics and Engineering,2013,32(11):2275-2282.(in Chinese))