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Therefore there are a lot of significant improvements in technology, engineering, construction, equipment selection and installation.
Construction Innovations Construction difficulties mainly depend on three aspects: civil engineering, equipment installation, piping installation.
Innovations in Civil Work.
According to the engineering geological exploration data, Qianfeng II WWTP is above deep soft soil.
To ensure that accuracy of various devices could meet design requirements, professional electrical and mechanical equipment engineer started to follow-up the whole civil construction at beginning, such as participating in the equipment foundation building, laying pre-embedded parts, arranging prepared holes.

An office building energy-saving design of ground source heat pump system Wei Yu1, a, Chunying Zhu 1,b and Menghui Gao 1,c 1 Civil Engineering Department, North China Institute of Aerospace Engineering, No.133, aimin west road, Langfang, 065000, China 2 Civil Engineering Department, North China Institute of Aerospace Engineering, No.133, aimin west road, Langfang, 065000, China 3 Civil Engineering Department, North China Institute of Aerospace Engineering, No.133, aimin west road, Langfang, 065000, China alfyuwei@126.com, bzhuchunyinglangfang@126.com, cgaomenghui81@163.com Keywords: Ground-source heat pump,Early investment,Running cost Abstract.
Tube size and the number of wells Underground heat exchanger is divided into vertical and horizontal heat exchanger heat exchanger, horizontal heat exchanger heat small, vertical heat exchangers are normally used in practical engineering.
Study of urban sewage source heat pump system and its application in Engineering [d].

Development of Green Paving Technology for Urban Roads Hsien-Chou Chen1, a, *Shih-Hsien Yang2, b, Ying-Wei Liu3, c, Pai-Ching Sun4, d, Deng-Fong Lin5, e 1Department of Civil Engineering, National Pingtung University of Science and Technology, Pingtung, Taiwam, 91201 2Department of Civil Engineering, National Cheng Kung University, Tainan, Taiwan 70101 (Corresponding Author) 3Department of Civil Engineering, National Pingtung University of Science and Technology, Pingtung, Taiwam, 91201 4Direct General of Highway, Ministry of Transportation and Communications, Pingtung, Taiwan 92054 5Department of Civil and Ecological Engineering, I-Shou University, Kaohsiung City, Taiwan 84001 awgcs-csc@thbu4.gov.tw, bshyang@mail.ncku.edu.tw , ciwliu@mail.npust.edu.tw, dwgcs-csc@thbu4.gov.tw, edflin@isu.edu.tw Keywords: List the keywords covered in your paper.
An Experimental Study on the Engineering Application Using the Bottom Ash of Kaohsiung and Pingtung Incinerators, Proceeding of the 14th Taiwan Pavement Engineering Conference, Yunlin, Taiwan, 2007 (In Chinese)
Proceeding of Civil and Ecology Engineering Conference, Taichung, Taiwan, 2011 (In Chinese)
Proceeding of the 16th Taiwan Pavement Engineering Conference, Taichung, Taiwan, 2011 (In Chinese)

Bond Behavior of Steel Cords for SRG Systems to Cementitious and Lime Based Mortar Francesca Roscinia * and Maurizio Guadagninib The University of Sheffield, Department of Civil and Structural Engineering, Sir Frederick Mappin Building, Mappin Street, Sheffield, S1 3JD, UK af.roscini@sheffield.ac.uk, bm.guadagnini@sheffield.ac.uk *corresponding author Keywords: SRG (Steel Reinforced Grout), Ductility, Bond behavior, Pull-out, Cohesive numerical model, Non-linear finite element.
Advances in FRP Composites in Civil Engineering - Proceedings of the 5th International Conference on FRP Composites in Civil Engineering, CICE 2010 (2011)
Frontiers in Built Environment, section Earthquake Engineering (2020)
Guadagnini, Mechanical characterization of multi-ply steel reinforced grout composites for the strengthening of concrete structures. 9th International Conference on Fibre-Reinforced Polymer (FRP) Composites in Civil Engineering.
Malena, and G. de Felice, Experimental evidences and numerical modelling of SRG systems under uniaxial load. 10th International Conference on FRP Composites in Civil Engineering (CICE 2020), Istanbul 1-3 July 2020 (2021)

Therefore, engineering design should fully cooperate with experts in civil engineering, water resources and ecology to work out the primary goals of the plan, identify the form of water environment and carefully select the proper standard concerning ecology.
At present, treatment of rivers in Taiwan mainly concentrates on handling the water resource engineering, such as sand dams, ground sills, wing dams, riverbed fixation engineering and soil resistance facilities.
[3] Chen J.C., Juang W.S., in: Geognosy, Science Series in University (1987) [4] Cummins, A.B, and Given, I.A., in: Mining Engineering Handbook, Society of Mining Engineers, American Institute of Mining, Metallurgical and Petroleum Engineers, Inc., New York.
Taipei (2006) [12] Sinotech Engineering Consultants Ltd., in: Gleaning of Shihmen Reservoir Engineering, Sinotech Engineering Technology Research and Development Foundation (2005) [13] Tsai, C.T., Wen, S.B., in: Studies of Reservoir Silts, Entrusted by the Water Resources Agency of the Ministry of Economy Affairs, Implemented by the Department of Hydraulic and Ocean Engineering of National Cheng Kung University (1998) [14] U.S.
Water Resource Engineering.

PROGRESS IN INDUSTRIAL AND CIVIL ENGINEERING, 2012, Vol 204-208, 376-381
ADVANCES IN CIVIL ENGINEERING AND ARCHITECTURE INNOVATION, 2012, Vol 368-373: 2781-2786
Journal of Hydraulic Engineering, 2004, 6:33-40
Dynamic Model Rupture tests of Concrete Dams on Shaking Table [J], TRENDS IN CIVIL ENGINEERING, 2012, VOL 446-449, 2650-2655
Journal of Hydraulic Engineering, 2007, 26(4): 91-95

Shaking table test on unreinforced stone masonry pagoda Fei Zhu1, a, Fenglai Wang1,b ,Xujie Sun2,c and Yan Zhao1,3,d 1 School of Civil Engineering, Harbin Institute of Technology, China 2 School of Civil Engineering, Heilongjiang Institute of Technology, China 3College of Architecture and Civil Engineering, Jiamusi University, Jiamusi 154007,China a zhufei420@gmail.com, bwflai@sina.com, c sunxujie@gmail.com, d zhaoyan_hit@163.com, Keywords: unreinforced stone masonry pagoda, shaking table test, dynamic behavior, seismic performance, experimental.
Engineering Structures, Vol.32 (2010), p. 3269-3278
Journal of Disaster Prevention and Mitigation Engineering, Vol.27(S) (2007), p. 163-168
Earthquake Resistant Engineering.
Earthquake Resistant Engineering.

Research on Behavior of Ultra-high Toughness Cementitious Composites Reinforced Frame Joints Jun Su 1,a, Shilang Xu2,b and Dongtao Xia 1,c 1 School of Civil Engineering, Hubei University of Technology, Wuhan,430068,China 2 School of Civil Engineering and Architecture, Zhejiang University, Hangzhou, 310058, China a sujun930@163.com, b slxu@zju.edu.cn, c xdtxy@126.com Keywords: Ultra high toughness cementitious composites; Frame joints; Crack; Shearing capacity.
Therefore, the values calculated by the equality (1) can meet the requirements of engineering design.
Acknowledgement It is sponsored by project of Natural Science Foundation（50908029） References [1] Shilang Xu, Hedong Li: China Civil Engineering Journal，Vol. 9(2009)，p.32-41, in Chinese
[2]Shilang Xu, Xiangrong Cai: Journal of Hydraulic Engineering, Vol. 40(2009), p. 1055-1063, in Chinese
[7] Jun Su, Shilang Xu, Hui Bi: Journal of Earthquake Engineering and Engineering Vibration，Vol. 30(2010),p. 59-63, in Chinese.

Determination of ultimate filling height of Slag Subgrade with FEM Modelling ZHAN Bing-gen1, 2,a, RUAN Yi-dong1, 2,b , HAN Ding1, 2,c 1School of Civil Engineering, Hefei University of Technology, Hefei, Anhui, P.R.China 2Anhui Provincial Laboratory of Structures and Materials in Civil Engineering, Hefei, Anhui, P.R.China abgzhan@126.com, b,ruan123yi456@163.com, chanding@hfut.edu.cn Key words: road engineering; maximum layer; finite element method; slag; high embankment Abstract.
Journal of the Soil Mechanics and Foundation Engineering Division. 6 (1972) 603-624
Journal of Geotechnical Engineering, 3(1967) 11-19
Advance in soil Dynamics and Geotechnical Earthquake Engineering, J.
Soil Dynamics and Earthquake Engineering. 1 (1985) 9-17

Ambient noise testing with Output-Only Modal Identification is a low-cost non-destructive method to provide vibration data from civil engineering structures like buildings.
Peeters, System Identification and Damage Detection in Civil Engineering.
De Moor, Model reduction and energy analysis as a tool to detect spurious modes, in Proceedings of the International Conference on Noise and Vibration Engineering (ISMA), Leuven, Belgium, 2002