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Fig.1: Cross section of FTW in Treatment system (Healey and Tanner, 2000) Methodology The experiments are conducted using three tanks with the volume of 0.2m3 at Civil Engineering Laboratory, Universiti Tenaga Nasional starting from 4 December 2012 until 14 December 2012.
The tanks were supplied with the lake water from nearby lake at College of Engineering, Universiti Tenaga Nasional in order to have the actual characteristics of pollutants.
Ecological Engineering 35 (2009), 1367- 1378
Ecological Engineering 12, (1999), 39-55
Ecological Engineering 28, (2006), 258–270

Performance evaluation of Warm Recycled SBS modified Asphalt Mixture TIAN Rui1a,XU Shifa1b,SUO Zhi1c,YUAN Guangyou1d 1 Beijing Urban Transportation Infrastructure Engineering Technology Research Center, Beijing University of Civil Engineering and Architecture, Beijing, China ashandongtianrui@163.com bxu-sf@126.com csuozhi@bucea.edu.cn dygy21@163.com Keywords: Modified asphalt mixture; Warm-recycle; RAP content; Pavement performance Abstract: the reclaimed asphalt pavement (RAP) materials with aged SBS bitumen were limited to applied in unmodified asphalt mixture for low level pavement structure by conventional recycling technology.
Table 2 The main qualification of SBS modified bitumen Tests item unit experimental value Penetration(25℃,100g,5s) 0.1mm 57 Ductility (15℃) （5cm/min）（15℃） cm ＞100 Ductility (5℃) cm 35 Softening point (global method) ℃ 87 Viscosity (135℃) Pa.s 1.862 Optimum asphalt aggregate ratio was ascertained by Marshal design method, according to Engineering> aging the SBS modified asphalt in laboratory thermal oxygen and divided the RAP into RAP-coarse or RAP-fine with 4.75mm as boundaries .After extract the aged asphalt in the two classes of RAP material ,the Abshen method is adopted to do the recycling .Test the density of two classes of RAP and performance of the recycled asphalt aging .The result follows table 3 and table two,and the asphalt content in the RAP-fine and RAP-coarse about 5.1% and 4.3%.
HRMA and WRMA pavement performance High temperature performance According to Engineering>（JTG E20—2011）require, molding a 300mm×300mm×50mm asphalt mixture to do rutting test, the result as follows(Table 11): Table 11 Dynamic Stability result Content（%） Dynamic Stability HRMA WRMA 0 7562 8721 20 8003 10512 30 9294 12875 40 11543 13562 50 13011 14942 From the above data demonstrate that : (1)HRMA and WRMA Dynamic Stability (DS) increase with the increment of RAP content; (2)In the same RAP content, WRMA DS over the HRMA DS obvious, the rate of rise more than 2 times.
According to Engineering>（JTG E20—2011）require, incision the beam, test beam bending at 0℃ and low-temperature creep at -10℃.The test result as follows(Table 12): Table 12 Beam bending and low-temperature creep performance Content （%） failure strain（μξ） creep rate（pa.s-1） HRMA WRMA HRMA WRMA 0 3151 3304 0.028 0.039 20 2991 3121 0.023 0.038 30 2587 2996 0.010 0.029 40 1803 2549 0.007 0.011 50 901 1973 0.006 0.008 The above table show that: (1)At the same RAP content, whether the beam bending and low-temperature creep, WRMA above HRMA, this mean that the low temperature performance WRMA precede HRMA
Water stability According to Engineering>（JTG E20—2011）molding the Marshall sample and test the water immersion Marshall, calculate the Tensile Strength Rate(TSR).

The need of the device of means of fish protection and fish pass on retaining and water intaking water-engineering systems is noted in new scientific and educational editions by St.
During work the specialists of the Department of Water Management and Hydraulic Engineering of SPbSPU and Department of Hydraulic Engineering and Water resources of KRSU has executed the following volume of researches: - in 2003 during visiting the Alpine laboratory of Munich Technical university scientists of KRSU have got acquainted with hydraulic method [1, 6] of fish protection of Detelbah and Reichenau HPS - in 2002-2005 monitoring of ichtyofauna of rivers Sokuluk and Issyk-Ata (Kyrgyzstan) has been executed.
At the Department of Water Management and Hydraulic Engineering of SPbSPU the new design of the portable fish pass is offered [11, 19, 20].
References [1] Hydraulic structures for small power engineering of mountain and submountain area/ edited by N.P.
Discharge capacity of sluiceway channel of water intake structure for diversion power plant in winter, Magazine of Civil Engineering, Vol. 39 No.4 (2013) pp. 60-69.

Study on Automatic Safety Monitoring and Management System of Tailings Reservoir Liu Haiming1,a, Cao Jing1,b, 1 Faculty of Civil Engineering and Architecture, Kunming University of Science and Technology, Kunming, Yunnan 650500, China； ahaiming0871@163.com, b CJLB117@sina.com Corresponding author: LIU Hai-Ming; Tel: +86-13888015288; Email: haiming0871@163.com.
Meanwhile, it has become one of the major hazard sources and environmental pollution sources in mining engineering.
Combined with actual engineering geological condition, the stability analysis of the tailing dam is put forward.
According to engineering geological condition, the main work of the data analysis system is seepage analysis, stability analysis and environment impact evaluation.
Geotechnical Engineering, 1995, 113(2): 67-69

Savonius, The S-rotor and its application, Mechanical Engineering 53(5) (1931) 331-338
Patil, A review study on Savonius wind rotors for accessing the power performance, IOSR Journal of Mechanical and Civil Engineering 6 (2013) 18-24
Saha, Computational study to assess the influence of overlap ratio on static torque characteristics of a vertical axis wind turbine, Procedia Engineering 51 (2013) 694-702
Prabhu, Experimental investigations on two and three stage modified Savonius rotor, Wind Engineering 35(4) (2011) 483-510
Shah, Golap Das and K.K Sharma, Experimental investigation of three-stage Savonius rotor with concentrator, International Journal of Mechanical Engineering and Research 3(4) (2013) 401-406.

Numerical Simulation of Covered Culvert at Jinan Section in South-to-North Water Diversion Project Wang Xiao-ling*1, Zhou Zheng-yin2, Sun Yi-chao1 and Li Tao2 1School of Civil Engineering, Tianjin University, Tianjin, China 2School of Environment Science and Engineering Tianjin University, Tianjin, China wangxl@tju.edu.cn, zhouzhengyin@126.com,sunyichao6789@163.com, litao0802@126.com Keywords-covered culvert, VOF method; k-ε model; velocity distribution; pressure distribution Abstract.
In the recent years, with comprehensive start operation of South-to-North Water Diversion Project, some engineering problems demanding prompt solution appear in the process of construction.
Simulation Result analysis of Practical Engineering Jinan section of first-phase in east line of south-to-north water diversion project is an important part of south-to-north water diversion project.
The underlying part is bottle-neck section of the whole covered culvert engineering; therefore the underlying part is emphatically analyzed.
[8] Launder B E, Spalding D B, “The numerical computation of turbulent flows,” Computer Methods in Applied Mechanics and Engineering, vol.3, 1974, pp.269―289

Researches and Application of Railway Wind-Break Wall Bo Lia Shaohua Fengb Qingshan Yangc and Yawei Houd School of Civil Engineering, Beijing Jiao tong University, Beijing, 100044, China a libo_77@163.com, b10121222@bjtu.edu.cn, cqshyang@bjtu.edu.cn, d 09121556@bjtu.edu.cn Keywords: Railway; Wind-Break Wall; Application; Overturning Moment; Cross Wind Abstract.
Tomasini: Journal of Wind Engineering and Industrial Aerodynamics Vol. 98 (2010), p.189
In Chinese [6] Guanyong Zeng: Subgrade Engineering Vol.6 (1998), p.24.
In Chinese [10] Chengfang Sun, Hanxiong Dong, Zhiwei Hu: Railway Engineering Vol.6 (2009) p.93.
Munday: Journal of Wind Engineering and Industrial Aerodynamics Vol.92 (2004), p.547.

A Review of Construction Waste Treatment in China1 Lianbo Zhu 1,2, a, Wei Hao 2,b 1 Key Laboratory of Road & Bridge and Underground Engineering of Gansu Province, Lanzhou , Gansu Province, China 2College of Civil Engineering Lanzhou JIaotong University, Lanzhou, Gansu Province, China azhulb39@126.com, b gslzhaowei@sina.com Keywords: Construction Waste; Treatment; Review Abstract.
This work is supported by Key Laboratory of Road & Bridge and Underground Engineering of Gansu Province.
Methods Discussion on Quantity Estimating of Demolition Waste, Environmental Sanitation Engineering, 2007,Vol.15 No.6, p.1-4
Research on treatment and regeneration of building refuses, Environmental Engineering, 2003(6), p.49-50
Research on Piled Mountain Landscape on Construction Waste Landfill Site in Tianjin, Environmental Sanitation Engineering, 2002(3), p.113-115

According to the problem that engineering and technical staff from civil aviation have less research and difficult on master on selection of TRIZ tools.
Finally, the map will guide engineering and technical personnel find suitable TRIZ tools to fix problem, and complete the innovative design.
Design scheme of Optical components based on analysis of Contradiction. procedure of problem solving according to analysis of Contradiction: a) Determine the engineering parameters.
For light may not meets the intensity requirements if light does not pass through astigmatism sheet and lens, and this is a feature of deterioration, so we select "18 illuminance" from corresponding general engineering parameters.
Wang: China Mechanical Engineering, Vol. 17 (2006) No.1, pp.84-87 In Chinese

The Tenth World Conference on Earthquake Engineering, 10:5989-5994.1992
Earthquake Engineering and Engineering Vibration,1(1):145-151. 2002 [17] J.Y.
Earthquake engineering and engineering vibration,20(4):140-147,(In Chinese), 2000
[31] G.D.Xu, W.H.Fang,P.J.Shi,Y.Yuan.Journal of Earthquake Engineering And Engineering Vibration, 28(6): 74-83,(In Chinese), 2008
[33] S.Z.Yu.Journal of Civil,Archtectural & Environmental Engineering,32(2):13-15, (In Chinese), 2010