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Clastic reservoir sedimentation models Sedimentary geology as other natural sciences as strictly follows the development process of inductive and deductive science general rule, namely, the development of simple, complex to simple trajectory.
Chinese Journal of Geology.
Earth Science Frontiers.
Journal of Palaeogeography.
Earth Science Frontiers.

Figure 6 E-R map 4 The introduction of system function First,it provides all kinds of information management and technical support which is necessary for on-site rescue in emergency rescue；Second，it provides emergency exercises and training service for mine rescue crew，the group's leadership and ordinary workers in the daily work; finally, it also provide the management of base relief material, technical data, personnel and the monitor of practice roadway and practice mine.The system which is based on the database information management system establishes the system portal site integrating real-time monitoring system .
Visualization research on regional prediction of coal and gas outburst based on GIS.Journal of Liaoning Technical University(Natural Science), ,2008,6:337-339.
Coal Science and Technology, 2005, (1):1-3.
Journal of Chongqing University of Science and Technology(Natural Sciences Edition), 2012, (1):128-130.

Research hotspots in trehalose synthase gene engineering Ding Xie1, a, Qiong Zhang1,b , Xiang-hong Li 1,c, Jing Zhu 1,d, Min Sheng1,e, and Xiao-wen Li1,f 1 College of Chemical and Biology, Changsha University of Science and Technology, Changsha, Hunan 410114, China acslg5148495@126.com，bzhangqiong6526@163.com, cxianghongli@hotmail.com, dzhujing6329@sina.com, e275987281@qq.com, flixw5619@yahoo.com Keywords: Bacterial strains; Enzymology properties; Molecular mod ification.
Instead of maltose, the starch, such as the broken rice, is taken as raw material.
Acknowledgment This study is supported by Hunan Province Natural Science Fund Committee and Hengyang City Hall Natural Science Fund (11JJ8001), Science and Technology key project of Changsha City (K1205230-11) and The construct program of the key discipline in Hunan province.
Shaw: Journal of Agricultural and Food Chemistry, Vol.54(2006), p. 7098 [9] Y.T.
Wei: Journal of molecular catalysis B: Enzymatic Vol. 90 (2013), p. 26

The Research on the Flexible Integrated Research Platform of the Solar Energy Photovoltaic System Qiushuang Liu1a, Xiaoli Xu, Xiaoli Xu2b 1School of Mechanical Engineering, Beijing Institute of Technology, Beijing, China 2Key Laboratory of Modern Measurement & Control Technology (Ministry of Education) Beijing Information Science & Technology University, Beijing, China aqiuemail@sina.com, bxuxiaoli@bistu.edu.cn Keywords:systematic flexible integration, electromechanical integration, concentrator photovoltaic system Abstract.
By analyzing the various elements affecting the optical efficiency of the concentrating system and putting forward a solution, and investigating the integrated optimization method of the hybrid concentrating system, we can reduce the specular reflection loss of the concentrating system, material absorption loss, structural loss and other kinds of energy loss [9].
Acknowledgement This work is supported by Key Project of Science and Technique Development Plan Supported by Beijing Municipal Commission of Education（KZ200910772001）, Funding Project for Academic Human Resources Develoment in Institutions of Higher Learning under the Jurisdiction of Beijing Municipalipality（PHR20090518），Open Project Supported by Beijing Key Laboratory on Measurement and Control of Mechanical and Electrical System（KF20091123206, KF2009112302，KF20101123204）.
Liu,”The Research on the Flexible Integrated Mechanism and Systematic Constitution of the System Development of Modern Instrument,” Academic Journal of Beijing Information Science Technology University: JCR Science Edition, 2nd ed.,2009, pp. 19-23
Wu, “IFDS for modern instrument manufacturing,” Chinese Journal of Scientific Instrument, 4th ed., vol. 29,2008,pp. 679-683

Study of Constructed Wetland Plant Growth by Computer Image Processing (CIP) Xiao Liu1,a and Tingfangzi Tang2,b 1College of Civil and Architectural Engineering, Kunming University of Science and Technology, Kunming 650500, China 2Beijing China Sciences Environment Protection Co., Ltd, Beijing 100080, China akmliuxiao@163.com, btingfztang@yahoo.com.cn Keywords: computer image processing (CIP); constructed wetland; plant growth information Abstract: This paper developed a kind of non-destructive measurement for the growth process of constructed wetland plant: doing image acquisitions of constructed wetland plant regularly through digital camera imaging; introducing image files to computer through interface, displaying them on the screen of computer; developed “constructed wetland plant image and growth information extraction software” under Visual C++ compiling integrated environment, users could acquire plant contour(realized by image edge recognition) and plant size(characterized
Introduction With the rapid development of computer technology, Computer Image Processing (CIP) has been widely used in the fields of national security defense, industry, medicine, agriculture, surveying and mapping, criminal investigation and environmental science.
Material and Methods 2.1 Experimental design Experiments were conducted in the yard of Tian Jin Hydraulic Science Institute (39°10’N, 117°10’ E).Select Phragmites communis (reed) which has good pollution resistance ability and aesthetic property as monitoring plant.
References [1] Gao, G.Z., Hong, Y., He, Z.Y., Yu, L.F., The application of the image processing technology in the fire fighting simulative training, Journal of national university of defense technology, 25(2003), 49–53
[3] Gong, C.L., Yin, Q., Kuang, D.B., “Remote sensing information extraction of urban environment,” Journal of infrared and millimeter waves, 26(2007), 448–450

Nondestructive testing for support quality of tunnel Lan Qiao1, a, Ming Cui 2,b, Qing-chi Cai3,c 1Department of Civil Engineering, University of Science and Technology Beijing, Beijng 100086, China 2Department of Civil Engineering, University of Science and Technology Beijing, Beijng 100086, China 3Department of Civil Engineering, University of Science and Technology Beijing, Beijng 100086, China aemail: 15210565467@139.com bemail:848550383@qq.com cemail:295807506@qq.com Keywords: tunnel support; nondestructive testing; the position of I beam; impact-echo Abstract：A tunnel in Chengde collapsed several times and cracks existed in the second lining.
According the propagation theory of electromagnetic wave, GPR emit the high-frequency electromagnetic waves, broadband with short pulse, when it encounters interface surface of bi-component material, the processing image and interpretation facilitate the identification of hidden object.
International Journal of Rock Mechanics and Mining Sciences 2004;41(1):147-57
Chinese Journal of Rock Mechanics and Engineering. 2004;23(10):1741-4(in Chinese).

Research on Deformation Mechanism of Surrounding Rock during Excavation of Large-span Shallow-buried Double-arch Tunnel Sun Shaorui 1, a, Lu Yexu2,b , Zhang Shaohua3,c and Wu Jimin4,d 1 College of earth science and engineering, Hohai University, China 2 College of earth science and engineering, Hohai University, China 3 Jiangsu provincial communication planning and design institute Co.
For initial concrete spraying which is considered as elastic material, K=3.33GPa,G=0.34GPa, ρ =2500kg/m3.In the calculation process of strength reduction, the shear strength parameters c and φ are reduced by factor Fs which has an initial value 1.0 and 0.1 increment per step, until failure occurs in surrounding rock.
AKNOWLEDGEMENT This work is supported by the National Natural Science Foundation of China (No. 41002089 & 41102162).
Journal of Structural Engineering, Vol.12(1995),p.495~501 [6] Lane.
Journal of Geotechnical and Geoenvironmental Engineering,Vol.126(2000),p.443~450 [7] Dawson E.

The main goal of each laboratory stand is to stimulate a high intensity cavitation phenomenon and to evaluate the cavitation resistance of new structural materials.
The assessment of cavitation resistance of structural materials is also carried out on devices simulating the impact of microjet taking place in the final phase of the cavitational bubbles implosion.
Briggs, The Limiting Negative Pressure of Water, Journal of Applied Physics, Vol. 21 (1970) 721-722
[8] Designation: G134-95: standard test method for erosion of solid materials by a cavitating liquid Jet.
Zasada, The destruction mechanism of titanium subjected to cavitation erosion, Key Engineering Materials, Vol. 687, (2016), 117-122.

Experimental Materials and Composition Test of SCC Recycled aggregates are embedded in the templates beforehand, so the composition test of SCC is crucial.
Materials.
The materials comprised 42.5 Portland cement, recycled aggregate with diameter more than 150mm, well graded sand, grade-II fly ash, high performance admixture of Polycarboxylate and tap water.
Zhang, Rubble concrete and rock-filled concrete dam, Journal of hydraulic, Vol. 36 11 (2005) 1347-1352
Srinivasa, Evaluation of strength at early ages of self- compacting concrete with high volume fly ash, Construction and Building Materials, Vol. 22 7 (2008) 1394-1401

It is based on reverse engineering technology, biomechanics and material mechanics.
As a result of the deformation, strain energy is stored in the brace material.
Otherwise, the brace material could be replaced by another with a different rigidity modulus.
Finally, such parameters as stiffness, size of brace and material modulus are confirmed.
Fig.5 Mesh simplification result with different methods (a) Simplification selective meshes (b) Simplification all meshes Simplified Unsimplified Fig.6 Curves of strain energy Fig.7 Plot of strain energy on knee References [1] Atroshi I, Gummesson C: Journal of American Medical Association Vol. 282(2) (1999), p.153 [2] Powers CM, Shellock FG, Beering TV, et al: Medicine and science in sports and exercise Vol. 31(12) (1999), p. 1714 [3] Information on http://www.cyberware.com [4] Tamás Várady, Ralph R Martin and Jordan Cox: Computer aided-design Vol, 29(4) (1997), p. 255 [5] Bendjaballah M Z, Shirazi-A.