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Flow Characteristics on the Chute with a Concave Surface Influenced by the Air Intake of the Aerator
Online since: September 2011
Authors: Yi Min Xu, Hong Xuan Yang, Wei Zhao, Chun Ying Shen
Flow Characteristics on the Chute with a Concave Surface Influenced by the Air Intake of the Aerator
Yimin Xu a, Hongxuan Yang b, Wei Zhao c and Chunying Shen
College of Electric Power Engineering, Kunming University of Science and Technology, Kunming 650093, China
ayiminxu@sina.com, byanghongxuandl@yahoo.com.cn, cdlzhaowei@126.com
Keywords: hydraulics; aerator; air intake; cavity length; concave surface
Abstract.
It has been widely used in the discharge works of hydraulic engineering with high water head.
J., Canadian Journal of Civil Engineering, Vol. 1(1974), p. 217-225 [2] Ozturk, Mualla, Aydin, Mehmet Cihan, Aydin, Seckin, International Water Power and Dam Construction, Vol.60, n. 5(May 2008), p. 36-40 [3] Kramer, Kristian, Hager, Willi H., Minor, Hans-Erwin, Vol. 132, n. 9(September 2006), p. 908-915 [4] Kramer, Kristian, Hager, Willi H., Minor, Hans-Erwin, Hydraulic Measurements and Experimental Methods, (July 2002) , p. 83-92 [5] Kristian Kramer, Willi H.
Volkart, Water Power & Dam Construction, (January 1988), p. 10-15 [8] Xu Yimin, Wang Wei, Xu weilin, Liu Shanjun, Journal of Water Resources and Hydropower Engineering, Vol.35, n. 10 (2004), p. 7-9 (in Chinese)
It has been widely used in the discharge works of hydraulic engineering with high water head.
J., Canadian Journal of Civil Engineering, Vol. 1(1974), p. 217-225 [2] Ozturk, Mualla, Aydin, Mehmet Cihan, Aydin, Seckin, International Water Power and Dam Construction, Vol.60, n. 5(May 2008), p. 36-40 [3] Kramer, Kristian, Hager, Willi H., Minor, Hans-Erwin, Vol. 132, n. 9(September 2006), p. 908-915 [4] Kramer, Kristian, Hager, Willi H., Minor, Hans-Erwin, Hydraulic Measurements and Experimental Methods, (July 2002) , p. 83-92 [5] Kristian Kramer, Willi H.
Volkart, Water Power & Dam Construction, (January 1988), p. 10-15 [8] Xu Yimin, Wang Wei, Xu weilin, Liu Shanjun, Journal of Water Resources and Hydropower Engineering, Vol.35, n. 10 (2004), p. 7-9 (in Chinese)
Online since: March 2015
Authors: Sheng Qiang, Er Zhao Lou, Lian Jian Liu, Yan Bo Ni, Jian Bo Jiang, Guang Pu Hou
Literature review of coupled temperature and moisture transfer in concrete structure
Erzhao Lou1, a, Sheng Qiang1,b , Lianjian Liu2,c , Yanbo Ni3,d , Jianbo Jiang3,eand Guangpu Hou1,f
1 College of Water Conservancy and Hydropower Engineering, Hohai University, Nanjing 210098, China
2 Water Conservancy Bureau of Huai’an, Huai’an 223005, China
3 Huai’an Investigation and Design Institute of Water Conservancy, Huai’an 223005, China
a1223238858@qq.com, bsqiang2118@163.com, clljha@163.com, dnybnybxxx@163.com ezfyhaa@163.com, f1546804529@qq.com
Keywords: concrete; coupled temperature and moisture transfer; damage; review
Abstract.
Therefore, to carry out the research on temperature and humidity coupling effect in the process of damage evolution is better to understand its characteristics, thus providing services for engineering design and construction.
[10] Youzhi Liu, Guoxin Zhang and Yueming Zhu: Engineering Mechanics, 2008, 25(7): 196-200, in Chinese
[11] Saetta A V, in: Journal of Materials in Civil Engineering, 2005, 17(3):313-319.
Therefore, to carry out the research on temperature and humidity coupling effect in the process of damage evolution is better to understand its characteristics, thus providing services for engineering design and construction.
[10] Youzhi Liu, Guoxin Zhang and Yueming Zhu: Engineering Mechanics, 2008, 25(7): 196-200, in Chinese
[11] Saetta A V, in: Journal of Materials in Civil Engineering, 2005, 17(3):313-319.
Online since: July 2003
Authors: Hironobu Nisitani, Nu Yan, Norio Kawagoishi, Qing Yuan Wang, Q. Chen, Eiji Kondo
Kondo
1
1
Faculty of Engineering, Kagoshima University, 1-21-40 Korimoto,
Kagoshima 890-0065, Japan
2
Department of Civil Engineering and Mechanics, Sichuan University, Chengdu 610065, China
3
Faculty of Engineering, Kyushu Sangyo University, 2-3-1 Matsukadai, Higashi-ku, Fukuoka
813-8503, Japan
Keywords: Fatigue, Nickel-base Superalloy, Elevated Temperature, Fracture Mechanism
Abstract.
On the other hand, the fatigue properties of high strength steels and surface modified steels in the long life region beyond 10 7 cycles, are of much interest to machine designers and material engineers.
On the other hand, the fatigue properties of high strength steels and surface modified steels in the long life region beyond 10 7 cycles, are of much interest to machine designers and material engineers.
Online since: September 2013
Authors: Chia Chyi Chang, Kuei Hsiang Cheng, Chen Wei Chi, Wen Tsung Liu
Numerical Analysis of Bridge Caisson Foundation Due to Riverbed Erosion
Wen-Tsung Liu1,a,Chia-Chyi Chang 1,b, Kuei-hsiang Cheng 1,c, Chen-Wei Chi2,d
1 Associate Professor, 2 Project Assistant,
Department of Civil Engineering, Kao Yuan University, Taiwan, R.O.C.
[3] Wen-Tsung Liu, Shu-Fen Li: Three Dimensional Numerical Analyses of Caisson Bridge Piled-Raft Foundation under Debris Impaction, Journal of Taiwan Highway Engineering, Vols. 38/6-7, pp2-24, July 2012.
) [4] Kuei-hsiang Cheng and Chihhsien Lin and Wen-Kuarng Teng and Cheng Chao: Investigation of Accelerating Erosion for Bride Construction and lts Scour Protection, 2011 International Conference On Electrical and Control Engineering [ICECE]
[5] Ministry of Transportation: Traffic technical standards Class of highway engineering department - highway bridges design specifications, Taipei, 2009 .
[3] Wen-Tsung Liu, Shu-Fen Li: Three Dimensional Numerical Analyses of Caisson Bridge Piled-Raft Foundation under Debris Impaction, Journal of Taiwan Highway Engineering, Vols. 38/6-7, pp2-24, July 2012.
) [4] Kuei-hsiang Cheng and Chihhsien Lin and Wen-Kuarng Teng and Cheng Chao: Investigation of Accelerating Erosion for Bride Construction and lts Scour Protection, 2011 International Conference On Electrical and Control Engineering [ICECE]
[5] Ministry of Transportation: Traffic technical standards Class of highway engineering department - highway bridges design specifications, Taipei, 2009 .
Online since: May 2012
Authors: Hong Fang Li, Yi Xia
The Frost Resistance of High Strength Concrete Containing Super-fine Mineral Admixture
Hong-Fang Li1,a, Yi Xia2,b
11Dept. of Civil Engineering, Luoyang Institute of Science and Technology, Luoyang, Henan, 471023, P.R.
China 2School of Materials Science and Engineering, Henan University of Technology, Zhengzhou, Henan, 450001, P R China 3 alihongfang1976@163.com, byi_xia@haut.edu.cn Keywords: High strength Concrete, Frost resistance, Freezing-thawing cycle Abstract.
Durability Research and engineering application of key engineering concrete.
China 2School of Materials Science and Engineering, Henan University of Technology, Zhengzhou, Henan, 450001, P R China 3 alihongfang1976@163.com, byi_xia@haut.edu.cn Keywords: High strength Concrete, Frost resistance, Freezing-thawing cycle Abstract.
Durability Research and engineering application of key engineering concrete.
Online since: January 2012
Authors: Ling Zeng, Yan Qi Qin, Hong Yuan Fu, Tao Li
The analysis of seepage characteristics and stability of carbonaceous mudstone embankment slope in rainfall condition
Ling Zeng1,a, Hongyuan Fu2,b,Tao Li 2,c and Yanqi Qin2,d
1 School of Civil Engineering and Architecture, Changsha University of Science & Technology , Changsha 410014,China
2 School of Traffic and Transportation Engineering , Changsha University of Science & Technology , Changsha 410014,China
azlbingqing3@126.com, b Fuhy1@163.com, c 649918469@qq.com, bqinyanqi2006@126.com
Keywords: carbonaceous mudstone; rainfall infiltration; seepage characteristics; slope stability
Abstract.
Fig.1 Seepage calculation mesh dissection figure of carbonaceous mudstone embankment The size of the values of carbonaceous mudstone embankment saturated permeability coefficient and the moisture content were obtained according to the engineering analogy and test, and selected the saturated permeability coefficient as 1.0×10-6m/s, and saturated moisture content as 0.1.
Reference [1] Qiang Cheng, Xiaobing Kou, Shaobin Huang:Journal of engineering geology, vol.34-40 (2004) ,p.12.
Fig.1 Seepage calculation mesh dissection figure of carbonaceous mudstone embankment The size of the values of carbonaceous mudstone embankment saturated permeability coefficient and the moisture content were obtained according to the engineering analogy and test, and selected the saturated permeability coefficient as 1.0×10-6m/s, and saturated moisture content as 0.1.
Reference [1] Qiang Cheng, Xiaobing Kou, Shaobin Huang:Journal of engineering geology, vol.34-40 (2004) ,p.12.
Online since: May 2011
Authors: Jun Tao Kang, Nan Wang, Chao Zhi Liu, Chang Wu Chen, Ling Li
Study on Disease Analysis and Reinforcement Technology of
Truss Arch Bridge
Juntao Kang1, a, Nan Wang1, Chaozhi Liu 2, Changwu Chen 2and Ling Li 2
1School of Civil Engineering and Architecture, Wuhan University of Technology, China
2Communication Planning and Design Institute of Xiangfan City, China
ajtkang@163.com
Keywords: Truss Arch Bridge; Reinforcement; Pasting CFRP; Pasting Steel Plate; Bridge Deck.
The engineering situation The bridge of Sujia river which locates in the Provincial Highway S210 and connects Lao Hekou city and Dan Jiangkou city is a truss arch bridge .
Journal of Bridge Engineering. 2000 [2] Sun Xiaoyan, Mo Xijing.
The Structure Engineer, 1998, 66(10):151~160.
The engineering situation The bridge of Sujia river which locates in the Provincial Highway S210 and connects Lao Hekou city and Dan Jiangkou city is a truss arch bridge .
Journal of Bridge Engineering. 2000 [2] Sun Xiaoyan, Mo Xijing.
The Structure Engineer, 1998, 66(10):151~160.
Online since: May 2011
Authors: Lan Duan, Jing Yu Hu, Chun Sheng Wang, Li Zheng
Shear Resistance Study of Hybrid I-Beams Fabricated by HPS 485W and Q345 Steels
Lan Duana, Li Zhengb , Chunsheng Wangc and Jingyu Hud
Department of Bridge Engineering, College of Highways, Chang’an University, Xi’an, Shaanxi, 710064, P.R.
HPS has become an attractive option and economic solution, thus attracting engineers to study specific design rules considering the particular properties of HPS, in order to achieve an optimal use of HPS in bridges.
Modern plate girders are widely used in bridge engineering, generally fabricated by welding together two flanges, a web and a series of transverse stiffeners.
Basler: Strength of plate girders in shear (American Society of Civil Engineers, New York 1961)
HPS has become an attractive option and economic solution, thus attracting engineers to study specific design rules considering the particular properties of HPS, in order to achieve an optimal use of HPS in bridges.
Modern plate girders are widely used in bridge engineering, generally fabricated by welding together two flanges, a web and a series of transverse stiffeners.
Basler: Strength of plate girders in shear (American Society of Civil Engineers, New York 1961)
Online since: November 2012
Authors: Lin Jun Si, Hua Li Wang, Gong Lian Chen
And the description allows obtaining reasonable internal forces for every wall that can be very useful in the engineering practice.
Engineering Structures, 8 (2003) 981-991
EERC-87/19, Earthquake Engineering Research Center, University of California, Berkeley, 1987
Structural engineers, 4 (2008) 19-24.
Wilson, Static and Dynamic Analysis of Structures, Translated by Beijing Civil King Software Technology Co., Ltd., China Architecture Industry Press, Beijing, 2006.
Engineering Structures, 8 (2003) 981-991
EERC-87/19, Earthquake Engineering Research Center, University of California, Berkeley, 1987
Structural engineers, 4 (2008) 19-24.
Wilson, Static and Dynamic Analysis of Structures, Translated by Beijing Civil King Software Technology Co., Ltd., China Architecture Industry Press, Beijing, 2006.
Accuracy Comparison for the Ocean Tide Models in Estuarine Tidal Prediction, the Pearl River Estuary
Online since: July 2014
Authors: Lei Zhu, Liao Jiang, Xiao Ling Yin
Accuracy Comparison for the Ocean Tide Models in EstuarineTidal Prediction, the Pearl River Estuary
Lei Zhu1, a, Xiaoling Yin1,b and Liao Jiang1,c
1School of Civil Engineering and Transportation, South China University of Technology, Guangzhou, China
ajuneyylei@gmail.com, barxlyin@scut.edu.cn, cjiang18986015121@163.com
Keywords: ocean tide model, tidal prediction, RMS misfits, Pearl River Estuary
Abstract.
In recent years, global or regional ocean tide models, which are derived either by assimilating altimetry data only or in combination with tide gauge data into hydrodynamic models, have a variety of application in scientific researches and engineering.
Water Resources and Hydropower Engineering, 10:78-82 (2005).
Journal of Hydraulic Engineering, 6:41-47 (1989).
In recent years, global or regional ocean tide models, which are derived either by assimilating altimetry data only or in combination with tide gauge data into hydrodynamic models, have a variety of application in scientific researches and engineering.
Water Resources and Hydropower Engineering, 10:78-82 (2005).
Journal of Hydraulic Engineering, 6:41-47 (1989).