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Copper(Ⅱ) Adsorptive Removal from Solutions with Sunflower Straw-modified by Phosphoric Acid Liping Chen1,a, Yiwen Duan1,b, Jingxia Zhang1,c College of Chemistry and Environment Science, Inner Mongolia Normal University, Hohhot, China 010022 aclp@imnu.edu.cn, bduanyw@imnu.edu.cn, cjingxiazh2001@yahoo.com.cn Keywords: Adsorption, Sunflower straw, Active carbon, Copper, Thermodynamics Abstract.
Materials and methods Manufacturing the carbon-activated from sunflower straw.
Acknowledgements This work was financially supported by the Hohhot Natural Science Foundation (2010MS0217).
Bello: Biochemical Engineering Journal.

E7 will be trigged that logistic operator should deliver other materials for him/her to process.
Acknowledgements This work was financially supported by the Young Talent Program of Guangzhou University , PFund supported by the Young Talent Program of Guangzhou University, and the Science-technology Plan Projects of Guangdong province(2009B060700124) h.D.
Initial Programs Foundation of Guangzhou University and the Science-technology Plan Projects of Guangdong Province(2009B060700124).
The VLDB Journal, 2009. 18(4): p. 913-931

For a long time, our engineering design of concrete engineering structures, mainly focus on monitoring the acceleration, strain and displacement parameters which reflect structural changes, few consideration for the engineering and structural safety durability caused by the deterioration of the property of materials [3].
Concrete Journal, 1990:23～27
Research on Energy Consumption Real Time Monitoring and Energy-saving Management System for Large Public Buildings, BUILDING SCIENCE, October, 2009 [7] Information on http://www.zigbee.org/ [8] Information on http://docs.tinyos.net/tinywiki/index.php/Main_Page [9] Limin Sun.
Engineering application theory of structural damage and alarming，Beijing: Science Press 2007

Experimental and Data Processing Methods Materials.
Lai: Fuel Processing Technology Vol. 2012 (2012), p. 18 [3] G.XIAO, JIN Bao-sheng: Journal of Environmental Sciences Vol. 19(2007), p. 1398 [4] C.
Piskin: Combust Science and Technology 181 (2009), p. 264

The Influence of Process Scheme on the Straightening Effect of Section Steel Ben Guan1, a, Yong Zang1,b, Yuan Wang1,c, Sha Feng1,d, Xiaochan Liu 1,e 1School of Mechanical Engineering, University of Science and Technology Beijing, Beijing 100083 China aniuben57@163.com, byzang@ustb.edu.cn, capwangyuan@yahoo.com.cn, d fengxiaosha921@sina.com, elyn1523@yeah.net Keywords: Straightening, Elastoplasticity, Bending Abstract.
Therefore, we define the ratio of the absolute value of the average residual stress and material yield stress .By analyzing the cross-section residual stress levels, the calculation formula of is shown below: (5) of different schemes after straightening are distributed on the cross-sections with different initial curvatures as follows as shown in Fig. 3.
Fig. 3 The residual stress levels after straightening of different process scheme The ratio of the residual stress after straightening in different process programs and material yield stress are distributed on the cross-sections with the initial curvatures C0=－1 as follows as shown in Fig. 4 .
Acknowledgement This work has been supported by a grant from the National Natural Science Foundation of China (No. 50775010) and by a grant from the National High Technology Research and Development Program of China (863 Program)(No. 2009AA03Z515).
Feng: Journal of Mechanical Engineering, Vol. 48 (2012) No.02, p.81

Fig. 4 The view of the Shuibuya Project Fig. 5 The material yard slope of Sanliping Fig. 6 The view of Qianchang landslide The Material Yard Slope.
Acknowledgments The research has been supported in part by National Natural Science Foundation of China (No.51079077, 51279091), State Key Development Program for Basic Research of China (No. 2012CB426502), Science Foundation of China Three Gorges University (KJ2013B004).
Chinese Journal of rock mechanics and engineering,2004,23(7):1078-1081

With the combination of rigid flange, flexible flange, high-strength bolts[3], high strength plain bolt, Q235B, Q420B material flange, such as showing in Table 1.
Table 1 Results of flange joints Type of flange Type of bolt Specimen number Material of flange Size of weld Thickness of flange Diameter of bolt h/mm t/mm d/mm Rigid flange 10.9 High strength bolt specimen 1 Q235B 10 20 27 specimen 2 Q420B 8 12 27 10.9 High strength plain bolt specimen 3 Q235B 10 20 30 specimen 4 Q420B 8 12 27 Flexible flange 10.9 High strength bolt specimen 5 Q235B 17.5 35 24 specimen 6 Q420B 12.5 25 24 10.9High strength plain bolt specimen 7 Q235B 17.5 35 30 specimen 8 Q420B 12.5 25 24 Test device.
Acknowledgements This work was financially supported by the Shanxi Natural Science Foundation (2011JQ7008), the Special Research Foundation (11JK0965) from the Education Institution of Shaanxi, and the Fundamental Research Foundation (JC1105) from Xi’an University of Architecture & Technology.
Journal of Tongji University (Natural Science), 2011, 39(10): 1426-1433.

Table 4 shows that the evaluation result of “logistics management” is “bad”, so, the rationality of materials in the training should be improved in the follow-up work.
Geographical Information Science, 2003, 9(2):7－78
Wuhan University Journal(Philosophy & Social Sciences), 60(3):455- 460, 2007

Acknowledgements This work was supported by The National Natural Science Foundation(41272175) and Major National Science and Technology Special Projects (No. 2011ZX05062-01).
H. de Boer. in: The shape of capillaries, edited by Everett D H, Stone F S, ed /The structure and properties of porous materials, London: Butterworth(1958)
Crosdale: Role of coal type and rank on methane sorption characteristics of Bowen Basin, Australia coals.International Journal of Coal Geology,(1999),309-325

Application of forest management decision support program MOTTI in conditions of the Republic of Karelia (Russia) Yuri Sukhanov1,a, Victor Lukashevich1,b, Anton Sokolov1,c and Alexey Pekkoev2,d 1Petrozavodsk State University, Lenin av. 33, 185910 Petrozavodsk, Russia 2Karelian Research Centre of Russian Academy of Sciences, Pushkinskaya str. 11, 185910 Petrozavodsk, Russia ayurii_ptz@bk.ru, blvm-dov@mail.ru, ca_sokolov@psu.karelia.ru, dpek-aleksei@list.ru Keywords: Stand-level simulator, Forestry, Forest management, Decision support systems, Republic of Karelia (Northwest Russia).
Materials and methods The following tasks should be solved for check the adequacy of the program MOTTI stand development simulation models: – Choice of the data sources that are necessary for carrying out of simulation experiments; – A common approach should be developed for presenting the original data, experimental methods, and simulation results presentation forms; – Implementation of series of simulation experiments using the collected data; – The comparison of simulation experiments results and stands development observation data for territory of the Republic of Karelia.
The specialists of Karelian Research Centre of Russian Academy of Sciences provided substantial assistance in this work.
Pekkoev, Application of forest stand development modelling in academic process of forest specialities, Research journal of international studies, № 5-1 (12), 2013, pp. 77-79