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Online since: May 2014
Authors: Sothyreak Chhun, Wirote Youravong, Watsa Khongnakorn
Energy consumption for Brine solution recovery in Direct Contact Membrane Distillation
Sothyreak Chhun1,2,a*, Watsa Khongnakorn1,2,b, Wirote Youravong2,3,c
1Department of Civil Engineering, Faculty of Engineering Prince of Songkla University, Hat Yai, Songkla 90112, Thailand
2Membrane Science and Technology Research Center, Prince of Songkla University, Hat Yai, Songkla 90112, Thailand
3Department of Food Technology, Faculty of Agro-Industry, Prince of Songkla University, Hat Yai, 90112, Thailand
Email: a*sothyreakchhun@gmail.com , bwatsa.k@psu.ac.th , cwirote.y@psu.ac.th
Keywords: Direct contact membrane distillation, Hollow fiber membrane, Temperature polarization coefficient, Evaporation efficiency, Energy consumption.
Chemical Engineering Science 63 (2008) 2587–2594
Chemical Engineering and Processing. 61 (2012) 42-50
Chemical Engineering Science 63 (2008) 2587–2594
Chemical Engineering and Processing. 61 (2012) 42-50
Online since: October 2014
Authors: Li Jun Zhai, Jian Yong Liu, Yan Li
[2] Dubovska R, Jambor J and Majerik J: Procedia Engineering 69 (2014) 638-645
[5] Plaza S, Sanchez J A, Perez E, et al.: Precision Engineering 38 (2014) 821-827
[6] Prabhu S, Vinayagam B K: Archives of Civil and Mechanical Engineering 11 (2011) 149-170
[7] Zhan H, Zhao W: Aircraft Engineering and Aerospace Technology 74 (2002) 19-22
[5] Plaza S, Sanchez J A, Perez E, et al.: Precision Engineering 38 (2014) 821-827
[6] Prabhu S, Vinayagam B K: Archives of Civil and Mechanical Engineering 11 (2011) 149-170
[7] Zhan H, Zhao W: Aircraft Engineering and Aerospace Technology 74 (2002) 19-22
Online since: November 2012
Authors: Hai Bin Xu, Zong Cai Deng, Jumbe Raphael-Daud
Axial Compression Behaviors of Concrete
Confined by Basalt Fiber Sheets
Zongcai Deng a,Jumbe Raphael-Daud b and Haibin Xu c
The Key Laboratory of Urban Security and Disaster Engineering, Ministry of Education, Beijing University of Technology, Beijing 100124, China
adengzc@bjut.edu.cn, bdaud@bjut.edu.cn, cxhb1979878@hpu.edu.cn
Keywords: Basalt fiber reinforcement polymers (BFRP); axial compression; stain; strength model.
Lam Teng, Strength models of fiber-reinforced plastic-confined concrete, Journal of Structural Engineering, 5 (2002) 612-623
Gao, Composite jacketed concrete confined under uni-axial compression- verification of simple design equations, Journal of Materials in Civil Engineering, ASCE, 4 (1997) 185-193
Shahawy, Behavior of concrete columns confined by fiber composites, Journal of Structural Engineering, 5 (1982) 583-590
Lam Teng, Strength models of fiber-reinforced plastic-confined concrete, Journal of Structural Engineering, 5 (2002) 612-623
Gao, Composite jacketed concrete confined under uni-axial compression- verification of simple design equations, Journal of Materials in Civil Engineering, ASCE, 4 (1997) 185-193
Shahawy, Behavior of concrete columns confined by fiber composites, Journal of Structural Engineering, 5 (1982) 583-590
Online since: June 2014
Authors: Vo Nguyen Phu Huan, Indra Sati Hamonangan Harahap
Watt, Tsunami features of solid block underwater landslide, Journal of Waterway, Port, Coastal and Ocean Engineering (2000)
Watts, Source constraintsand model simulation of the December26, 2004 Indian Ocean Tsunami, Journal of Waterway, Port, Ocean and Coastal Engineering, vol. 133, no. 6 (2007) 414-428
Gopal, Tsunami wave loading on coastal houses: a model approach, Civil Engineering 16 (2008) 77–86
Arikawa, Tsunami and Damage to Coastal Facilities of the March 11, 2011, Tohoku, Japan Earthquake, 15th World Conference on Earthquake Engineering (2012).
Watts, Source constraintsand model simulation of the December26, 2004 Indian Ocean Tsunami, Journal of Waterway, Port, Ocean and Coastal Engineering, vol. 133, no. 6 (2007) 414-428
Gopal, Tsunami wave loading on coastal houses: a model approach, Civil Engineering 16 (2008) 77–86
Arikawa, Tsunami and Damage to Coastal Facilities of the March 11, 2011, Tohoku, Japan Earthquake, 15th World Conference on Earthquake Engineering (2012).
Online since: December 2024
Authors: Long Li
The Model is Designed Based on TPMS and Verified by Simulating Mechanical Properties
Long LIa,*
School of Mechanical and Civil Engineering, Jilin Agricultural Science and Technology University, Jilin 132101, P.
Introduction Advances in materials science and manufacturing engineering have led to the design and application of numerous complex structures across various engineering fields.
This will provide a more reliable theoretical foundation and design reference for their application in engineering.
Introduction Advances in materials science and manufacturing engineering have led to the design and application of numerous complex structures across various engineering fields.
This will provide a more reliable theoretical foundation and design reference for their application in engineering.
Online since: July 2015
Authors: Nurul Shairah Ahmad Shahrifun, Norul Nazilah Ab’lah, Azmi Aris, Hazilia Hussain, Qistina Omar, Norlaily Ahmad
Reusability of Fenton Sludge to Reduce COD and Color on Palm Oil Mill Secondary Effluent (POMSE)
Nurul Shairah Ahmad Shahrifun1,a*, Norul Nazilah Ab’lah2,b, Hazilia Hussain1,c, Azmi Aris3, d, Qistina Omar2, e, Norlaily Ahmad2, f
1 Department of Environmental Health, Faculty of Health Sciences, Universiti Teknologi MARA, Puncak Alam, 42300, Bandar Puncak Alam, Selangor, Malaysia
2 Center of Foundation Studies, Universiti Teknologi MARA Puncak Alam, Level 5, FSK 1,5, 42300, Bandar Puncak Alam, Selangor, Malaysia
3Department of Environmental Engineering, Faculty of Civil Engineering, Universiti Teknologi Malaysia, UTM Skudai, 81310 Johor, Malaysia
anurulshairah_ahmadshahrifun@yahoo.com*, bnazlila24@salam.uitm.edu.my, chhazilia@hotmail.com, dazmi.aris@utm.my, eqistina71@salam.uitm.edu.my, fnlaily991@salam.uitm.edu.my
Keywords: Reuse sludge, Solar Fenton oxidation, Palm Oil Mill Secondary Effluent (POMSE), COD removal, color removal.
Muthukumar K, A review on Fenton and improvements to the Fenton process for wastewater treatment, Journal of Environmental Chemical Engineering.
Chemical Engineering Journal, 164, (2010) 255-260
Muthukumar K, A review on Fenton and improvements to the Fenton process for wastewater treatment, Journal of Environmental Chemical Engineering.
Chemical Engineering Journal, 164, (2010) 255-260
Online since: January 2015
Authors: Zhen Zhong Shen, Li Qun Xu, Li Zhang
Optimization of Seepage Prevention Form of the Zhen’an Pumped Storage Power Station
Shen Zhen-Zhong1,a*, Zhang Li2,b and Xu Li-Qun3,c
1State Key Laboratory of Hydrology-Water Resources and Hydraulic Engineering, Hohai University, Nanjing, 210098, China
2,3College of Water Conservancy and Hydropower Engineering, Hohai University, Nanjing, 210098, China
azhzhshen@hhu.edu.cn, bzhanglihhu@163.com,c23373627@qq.com,
Keywords: Pumped storage power station; Seepage prevention; Groundwater; Drainage layer
Abstract.
Journal of Hydraulic Engineering.
Advances in Civil Engineering(2011)
Journal of Hydraulic Engineering.
Advances in Civil Engineering(2011)
Online since: May 2018
Authors: Radianta Triatmadja, Intan Supraba, Teguh Setiawan, Budi Kamulyan
Campus Drinking Water Supply System Performance Analysis Universitas Gadjah Mada of Yogyakarta
Teguh Setiawan1,a, Radianta Triatmadja2,b, Intan Supraba3,c*
and Budi Kamulyan4,d
1,2,3,4Department of Civil and Environmental Engineering, Faculty of Engineering, Universitas Gadjah Mada, Indonesia
ateguhsetiawan@mail.ugm.ac.id, bintan.supraba@ugm.ac.id, cradianta@ugm.ac.id, dbudi.kamulyan@ugm.ac.id
Keywords: Universitas Drinking Water Supply System, Distribution of Pipeline Network,
WaterNet 2.2
Abstract.
Boarding House 0.007 3 Faculty of Pharmacy 0.027 23 Bulaksumur Dormitory 0.007 4 Faculty of Philosophy 0.014 24 Head Office Administration (KPTU) 0.013 5 Faculty of Geography 0.028 25 Library 0.015 6 Faculty of Law 0.063 26 Graha Sabha Permana Building 0.010 7 Faculty of Cultural Sciences 0.054 27 Integrated Research and Testing Laboratories (LPPT) 0.001 8 Faculty of Social and Political Sciences 0.064 28 GMC Health Centre 0.001 9 Faculty of Medicine 0.101 29 Master of Public Administration 0.001 10 Faculty of Dentistry 0.032 30 University Students’ Arena 0.002 11 Faculty of Veterinary Medicine 0.022 31 Directorate of System and Information Resources (DSSDI) 0.002 12 Faculty of Forestry 0.027 32 Cultural Centre of Koesnadi Hardjasoemantri (PKKH) 0.004 13 Faculty of Mathematics and Natural Sciences 0.075 33 DAA 0.001 14 Faculty of Agriculture 0.049 34 University Club (UC) 0.008 15 Faculty of Farms 0.024 35 UPK 0.004 16 Faculty of Psychology 0.031 36 UGM Campus Mosque 0.005 17 Faculty of Engineering
Thesis, Faculty of Technology School of Engineering and Sustainable Development, 2015 [4] G.
Boarding House 0.007 3 Faculty of Pharmacy 0.027 23 Bulaksumur Dormitory 0.007 4 Faculty of Philosophy 0.014 24 Head Office Administration (KPTU) 0.013 5 Faculty of Geography 0.028 25 Library 0.015 6 Faculty of Law 0.063 26 Graha Sabha Permana Building 0.010 7 Faculty of Cultural Sciences 0.054 27 Integrated Research and Testing Laboratories (LPPT) 0.001 8 Faculty of Social and Political Sciences 0.064 28 GMC Health Centre 0.001 9 Faculty of Medicine 0.101 29 Master of Public Administration 0.001 10 Faculty of Dentistry 0.032 30 University Students’ Arena 0.002 11 Faculty of Veterinary Medicine 0.022 31 Directorate of System and Information Resources (DSSDI) 0.002 12 Faculty of Forestry 0.027 32 Cultural Centre of Koesnadi Hardjasoemantri (PKKH) 0.004 13 Faculty of Mathematics and Natural Sciences 0.075 33 DAA 0.001 14 Faculty of Agriculture 0.049 34 University Club (UC) 0.008 15 Faculty of Farms 0.024 35 UPK 0.004 16 Faculty of Psychology 0.031 36 UGM Campus Mosque 0.005 17 Faculty of Engineering
Thesis, Faculty of Technology School of Engineering and Sustainable Development, 2015 [4] G.
Online since: February 2013
Authors: Mei Hua Lian, Yang Li, Tao Zhang, Xi Zhuo Tian, Jia Xi Tang
Tian1,e
1 Department of Land and Environment, Shenyang Agricultural University, Liaoning 110866, China
2 College of Resource Environment and Civil Engineering, Northeast University, Liaoning 110004, China
aliyang47@126.com, btangjiaxi1986@163.com, cliantao1020@126.com, dlymeihua@163.com, exizhuo3834@126.com
Keywords: remediation technology; arsenic; contaminated soil; stabilization
Abstract.
After years of global research and application, including biological repair, physical remediation, chemical remediation and joint repair technology, the remediation technology system has been formed, and accumulated some experiences about the repair technology application of comprehensive engineering for different type of soil pollution, appeared the new research hot spot that prevent soil contamination by in situ bioremediation technology and monitoring based on the natural repair technology.
Concluding Remarks At present, the problem mostly still stays in the theoretical research about arsenic contaminated soil, the form of arsenic in the soil is complex, the physicochemical repair has certain limitations and high cost, and it is difficult to use the actual engineering.
The remediation of arsenic contaminated soil is a system engineering, it is difficult to reach the expected effect through a single repair technology, we give priority the phytoremediation is to physical chemistry, microorganism and agronomic steadiness in order to increase the biological effectiveness of arsenic, promote the growth of plants and absorption, so as to improve the overall efficiency of the phytoremediation, and at the same time, also do not produce secondary pollution.
After years of global research and application, including biological repair, physical remediation, chemical remediation and joint repair technology, the remediation technology system has been formed, and accumulated some experiences about the repair technology application of comprehensive engineering for different type of soil pollution, appeared the new research hot spot that prevent soil contamination by in situ bioremediation technology and monitoring based on the natural repair technology.
Concluding Remarks At present, the problem mostly still stays in the theoretical research about arsenic contaminated soil, the form of arsenic in the soil is complex, the physicochemical repair has certain limitations and high cost, and it is difficult to use the actual engineering.
The remediation of arsenic contaminated soil is a system engineering, it is difficult to reach the expected effect through a single repair technology, we give priority the phytoremediation is to physical chemistry, microorganism and agronomic steadiness in order to increase the biological effectiveness of arsenic, promote the growth of plants and absorption, so as to improve the overall efficiency of the phytoremediation, and at the same time, also do not produce secondary pollution.
Online since: July 2019
Authors: Zhi Xun Wen, Ye Da Lian, Lu Liu, Zhuang Zhuang Xu, Qian Yin
Wen
School of Mechanics, Civil Engineering and Architecture, Northwestern Polytechnical University, Xi’an 710072, P.R.
[5] Liu D S, et al, Tensile Property of a Modeling Specimen of DD6 Single Crystal Cooling Turbine Blade [J] Rare Metal Materials and Engineering, 2012, 41(8):1362-1366
Journal of Mechanical Engineering, 2013:59-66
Advances in Aeronautical Science and Engineering, 2014:182-186
[5] Liu D S, et al, Tensile Property of a Modeling Specimen of DD6 Single Crystal Cooling Turbine Blade [J] Rare Metal Materials and Engineering, 2012, 41(8):1362-1366
Journal of Mechanical Engineering, 2013:59-66
Advances in Aeronautical Science and Engineering, 2014:182-186