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The Advances in Risk Analysis of Reservoir Operation Research Yan Ye 1,2, a, Guangwen Ma 2,b , Yuanbo Zhang 3,c 1 College of Resources and Environment ,Southwest University, Chongqing, 400716,China 2 College of Hydraulic Engineering ,Sichuan University , Chengdu, 610065,China 3 Planning and Design Department,Changjiang Institute of Survey,Planning,Design and Research, Wuhan,430010,China ayye_china@126.com, b magw8158@163.com, c zhangyuanbo@cjwsjy.com.cn Keywords: reservoir operation; risk analysis; advances in research Abstract .There are many uncertain factors in the process of reservoir’s operation.
Army Corps of Engineers (USACE) of Hagen in 1982 first proposed the concept of risk, with a relative risk index to determine the risk of dam.
References [1] Donald H.Burn,Henry D.Venema,Slobodan P.Simonovic,Risk-bade performance criteria for real-time reservoir operation, Canadian Journal of Civil Engineering,Vol.18，1981
Forecasting System, Hydrology, Vol.21 No2,2001, pp.1–4 [9] Bende Wang; Yuying Xu, Analysis of Risk for Reservoir Flood Standard, Hydrology, Vol.21 No6,2001, pp.8–10 [10] Bangke Song, Yuying Xu, Study on risk analysis method for automatic measure and forecast system of reservoir rain regime, Water Resourse & Hydropower of Northeast China, Vol19 No3,2001,p.22,35-36 [11] Bende Wang, Guohua Liang, Chuntian Cheng ,Real－time Risk Operation Model and Its Application for Flood Control, Hydrology, Vol20 No6,2000,p.4-8 [12] Ping Feng, Genfu Chen, Enfu Ji, RISK ANALYSIS OF WATER STORAGE OVER LIMIT WATER LEVEL DURING FLOOD SEASON IN GANGNAN RESERVOIR, JOURNAL OF TIANJIN UNIVERSITY,1995(4),p. 572~576 [13] Fengwei Tian, Qiang Huang, Jianchang Xie, Reservoirs real operation and risk decision making, JOURNAL OF HYDRAULIC ENGINEERING,1998(3),p.57-62 [14] Daoxi Wang, Yuansheng Zhu, Chuanhe Hou, Risk Analysis of Water Dispatching on the Lower Reaches of the Yellow River, Journal of Hehai University
(Natural Sciences ), Vol.29 No2,2001, pp.71-74 [15] Qiang Huang; Longde Miao; Zengfa Wang, Analysis and Decision Methods for the Risk in Reservoir Operation, JOURNAL OF XI AN UNIVERSITY OF TECHNOLOGY, Vol.15 No.4 ,1999,pp.6-10 [16] Shuhai Jiang, Application of stochastic differential equations in risk analysis for flood relief, JOURNAL OF HYDRAULIC ENGINEERING, 1994(3),pp.94-103 [17] Shuhai Jiang, The assessment and check of dam safety for flood prevention, JOURNAL OF HYDRAULIC ENGINEERING, 1998(1),pp.18-24 [18] Zhuxing Xu, zizhong Guo,Risk calculation of open-type spillway, JOURNAL OF HYDRAULIC ENGINEERING, 1989(4) ,pp.50-54 [19] Xiangyuan Chu,Hydraulic model of uncertainty, JOURNAL OF HYDRAULIC ENGINEERING, 1992(5),pp.33~38 [20] Daoxi Wang, Reservoir safety design and collapse risk, ADVANCES IN SCIENCE AND TECHNOLOGY OF WATER RESOURCES, 1995 (1),pp. 17~24 [21] Changxing Wang, Huiming Wang, Comparison of flood risk calculation methods ,water power,1996 (12),pp. 13~16 [22] Lingang

Comparative Experiment Research on Different Material Improvement to the Influence of Expansive Soil Expandability JunYang1, a, JianLingWang1 , GuoDongZhang1 , YunWeiTang2, ZhiGangXie3, 1 Civil and Architectural Institute,China Three Gorges University, Yi chang,Hubei, China 2 YiChang Transport Bureau, Yi chang,Hubei, China 3 From XiaoXiTa to YaQueLing First-Class Highway Rebuilding Engineering Project, Yi chang,Hubei, China awangjing750301@163.com Keywords: expansive soil ; lime ; cement; fly ash; weathered sand ; improvement ; trial test ; Abstract.
Because expansive soil is widely distributed along many highway constructions, plus land resource scarcity, engineering of the expansive soil has to use poor expansive soil source as fillers to filling the subgrade.
The improved expansive soil can achieve road use standard and all can be used in engineering, which can save cost
Engineering Journal of Wuhan University (engineering edition), 2011, 44(2): 211-215
Chinese Journal of Geotechnical Engineering, 2004, 26 (3): 422-424.

Shahpanahf 1Faculty of Mechanical Engineering, Department of Industrial Engineering, UniversitiTeknologi Malaysia, Skudai, Malaysia 2Faculty of Engineering, Department of Civil Engineering, University of Guilan, Rasht, Iran aata.shahpanah@gmail.com, bShariatmadari.shahab@yahoo.com, cchegeni.a1@gmail.com, dmr.arash.gholamkhasi@gmail.com, fmostafa.shahpanah@gmail.com Keywords: Queuing; Port container terminal; Ship Berthing Operation; Computer simulation, waiting time Abstract.
JurnalTeknologi(Sciences & Engineering), 68(3), 119-124
JurnalTeknologi (Sciences & Engineering) 68(4), 7–11
National Conference Publication - Institution of Engineers, Australia. 92 (8) , 231-237
Journal of Waterway, Port, Coastal and Ocean Engineering 125( 5) , 232-240

., Seismic Response and Engineering of Cold-formed Steel Framed Buildings, Structures. 8 (2016) 197–212. doi:10.1016/j.istruc.2016.05.009
Congr. 2015, American Society of Civil Engineers, Reston, VA, 2015: pp. 1760–1773. doi:10.1061/9780784479117.152
[89] SEI/ASCE, ASCE 7-10 Minimim Design Loads for Buildings and Other Structures, American Society of Civil Engineers, Reston, Virginia, 2010
[95] ASCE 41-13 Seismic Evaluation and Upgrade of Existing Buildings, American Society of Civil Engineers, Reston, VA, 2013
Congr. 2006, American Society of Civil Engineers, Reston, VA, 2006: pp. 1–10. doi:10.1061/40889(201)48

Study on Safety Evaluation for Construction Sites Based on Fuzzy-AHP and Grey Correlation Analysis Zuowei Zhong1,a, Zijie Liu1,b , Lili Mu1,c and Xiaolong Kang1,d 1 School of Civil Engineering, Inner Mongolia University of Technology, Hohhot, 010051, China afortunatezhong@126.com, bliuzijie1979@126.com, cbeze7361@163.com, dkangxiaolong0315@163.com Keywords: Analytic Hierarchy Process (AHP), Construction site, Fuzzy comprehensive assessment, Grey Correlation Analysis, Safety assessment.
Journal of Construction Engineering and Management,131(11), 1233–1240
Journal of Construction Engineering and Management, 135(6), 488–496
Journal of Construction Engineering and Management, 135(12), 1316–1323
Journal of Construction Engineering and Management, Vol. 131, No. 12, December 1, 2005

Introduction The Hoek–Brown criterion reflects well the nonlinear shear strength of a jointed rock mass and has been widely accepted in the field of geotechnical engineering [1].
Hoek, Practical Rock Engineering, A.
[6] Rock Engineering: http://www.rockscience.com/roc/Hoek/PracticalRockEngineering.asp
Duncan: Journal of Geotechnical and Geoenvironmental Engineering, Vol. 126 (2000): 307-316
Harr: Reliability-based Design in Civil Engineering.

Staszewski Department of Mechanical Engineering, University of Sheffield, Mappin Street, Sheffield, S1 3JD, UK Email: s.beck@sheffield.ac.uk, w.j.staszewski@sheffield.ac.uk Keywords: Pipeline networks, Leak monitoring, Wavelet transforms.
Sims and Stanway: R, Pipeline system identification through cross-correlation analysis, Proceedings of the Institution of Mechanical Engineering, Part E, J Process Mechanical Engineering, Vol. 216, (2001), p 133-142
Auslander: Distributed system simulation with bilateral delay-line models, Journal of Basic Engineering, Trans. of ASME, (1968), pp.195-200
Boucher: Transmission line modelling of simulated drill strings undergoing water-hammer, Journal of Mechanical Engineering Science, Proceedings of the Institution of Mechanical Engineers, Vol.209, No.
Stanway: Leak detection in pipeline networks by cross-correlation analysis of reflected waves, Submitted to The American Society of Civil Engineers, Journal of Hydraulic Engineering.

Adsorption Selectivity of Fatty Acid Collector by Synthetic Magnetite ZHANG Hanquan1,a, WANG Fengling2,b 1,2 School of Resource and Civil Engineering, Wuhan Institute of Technology, Wuhan, China 430073 ae-mail：springt@139.com be-mail: 15709907@qq.com Keywords: synthetic magnetite; reverse flotation; adsorbed amount; adsorption selectivity Abstract.
Minerals Engineering, 2012 (35): 57-60 [6] Z.
Minerals Engineering, 2002 (15) :1121-1129 [7] M.
Minerals Engineering, 2013, (45):180-184 [11] E.
Minerals Engineering, 2007, (20): 1003–1007 [18]Urbina, R.

Structures Zhongyuan Li School of Civil Engineering, Hefei University of Technology, China lisztcivil@163.com| Key words: R.C. structure, structure durability, environmental influences, durability degradation, steel corrosion, chloride erosion Abstract: The durability of R.C. structure as a significant indication is widely considered in structure design where the environmental influence research is the basis of study on durability of R.C. structures.
Nonetheless, with the increasing amount of the reinforced R.C. structure, service life being close to deadline, increase of engineering accidents and huge maintenance costs, R.C. structure durability has become the focused issue in the area of engineering.
Concrete structure durability associates closely with the service life of the overall engineering.
Structural Engineers, 2010, 26 (2): 166-171.
Port & Waterway Engineering, 2002, (12), 23-26.

Calay3c and Y Xu2d 1Department of Basic Science and Related Studies, Mehran University of Engineering and Technology, Jamshoro, Sindh, Pakistan, 2School of Engineering and Technology, University of Hertfordshire, UK, 3Faculty of Engineering & Technology, University College Narvik 8505, Norway.
Examples of these industrial and engineering applications are petroleum industrial applications such as enhanced oil recovery, crude oil extraction, thermal insulations, porous bearing, solar collectors, heat pipes, nuclear reactors, groundwater flow, chemical reactors, packed bed reactors, biomechanics, ceramic processing, chromatography, filtration process, geothermal engineering and many others.
Acknowledgements The first author acknowledges the financial support under faculty development programfrom HEC and Mehran University of Engineering and Technology, Jamshoro, Sindh, Pakistan.
Pinho (2008).Viscoelastic Low-Reynolds-Number Flows in Mixing-Separating Cells.Sixth International conference on Engineering Computational Technology, Civil-Comp Press, Stirlingshire, Scotland
A Taylor-Galerkin method for convective transport problems.International Journal for Numerical Methods in Engineering 20(1): 101-119.