• Title/Summary/Keyword: Civil Society

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Evaluation of Borehole Thermal Resistance in Ground Heat Exchanger (지중 열교환기의 보어홀 열저항 산정에 관한 연구)

  • Yoon, Seok;Lee, Seung-Rae;Kang, Han-Byul;Go, Gyu-Hyun;Kim, Min-Jun;Shin, Ho-Sung
    • Journal of the Korean Geotechnical Society
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    • v.29 no.10
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    • pp.49-56
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    • 2013
  • The use of geothermal energy has been increased for economic and environmental friendly utilization. Ground thermal conductivity and borehole thermal resistance are very important parameters in the design of geothermal heat pump system. This paper presents an experimental study of heat exchange rate of U and W type ground heat exchangers (GHEs) measured by thermal performance tests (TPTs). U and W type GHEs were installed in a partially saturated dredged soil deposit, and TPTs were conducted to evaluate heat exchange rates under 100-hr continuous operation condition. The heat exchange rates were also calculated by analytical models to estimate borehole thermal resistances and were compared with experimental results. It comes out that multi-pole and equivalent diameter (EQD) models resulted in more accurate agreement than shape factor (SF) model which is currently more often used.

Removal of Dissolved Heavy Metals in Abandoned Mine Drainage by Ozone Oxidation System (오존산화를 이용한 폐광산배수 내 용존 중금속 제거에 관한 연구)

  • Seo, Suk Ho;Ahn, Kwang Ho;Lee, Jung Kyu;Kim, Gun Jooung;Chu, Kyoung Hoon;Ra, Young Hyun;Ko, Kwang Baik
    • Journal of Korean Society on Water Environment
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    • v.26 no.5
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    • pp.725-731
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    • 2010
  • This study was to evaluate the ozone oxidation of dissolved Fe, Mn, $SO{_4}^{2-}$ ions and color in abandoned mining drainage by conducting a bench-scale operation at various reaction times in an ozone reactor. The influent was collected from an abandoned mine drainage (AMD) near the J Mine in Jungsungun, Kangwon Province. The ozone reactor was operated at ozone reaction times of 10, 20 and 30 min with ozone doses of 0.0 and $2.4g\;O_3/hr$. Samples from each effluent from subsequent sand filtration were regularly collected and analyzed for pH, Fe, Mn, Al, Cr, Hg, $SO{_4}^{2-}$, alkalinity, color, ORP, TDS and EC. The effluent concentrations of Fe and Mn from the sand filter were less than 0.1 mg/L, which were below the concentrations on Korean drinking water quality standards (Fe, Mn < 0.30 mg/L). The influent $SO{_4}^{2-}$, concentrations were not noticeably changed during this ozone oxidation. Cr and Hg in the raw wastewater from the abandoned mining drainage were not detected in this study. The experimental result shows that the ozone oxidation of dissolved heavy metals and subsequent sand filtration of metal precipitates are desirable alternative for removing heavy metals in AMD.

Accuracy Comparison Between Image-based 3D Reconstruction Technique and Terrestrial LiDAR for As-built BIM of Outdoor Structures

  • Lee, Jisang;Hong, Seunghwan;Cho, Hanjin;Park, Ilsuk;Cho, Hyoungsig;Sohn, Hong-Gyoo
    • Journal of the Korean Society of Surveying, Geodesy, Photogrammetry and Cartography
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    • v.33 no.6
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    • pp.557-567
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    • 2015
  • With the increasing demands of 3D spatial information in urban environment, the importance of point clouds generation techniques have been increased. In particular, for as-built BIM, the point clouds with the high accuracy and density is required to describe the detail information of building components. Since the terrestrial LiDAR has high performance in terms of accuracy and point density, it has been widely used for as-built 3D modelling. However, the high cost of devices is obstacle for general uses, and the image-based 3D reconstruction technique is being a new attraction as an alternative solution. This paper compares the image-based 3D reconstruction technique and the terrestrial LiDAR in point of establishing the as-built BIM of outdoor structures. The point clouds generated from the image-based 3D reconstruction technique could roughly present the 3D shape of a building, but could not precisely express detail information, such as windows, doors and a roof of building. There were 13.2~28.9 cm of RMSE between the terrestrial LiDAR scanning data and the point clouds, which generated from smartphone and DSLR camera images. In conclusion, the results demonstrate that the image-based 3D reconstruction can be used in drawing building footprint and wireframe, and the terrestrial LiDAR is suitable for detail 3D outdoor modeling.

Behavior of Geotextile Tube for Erosion Control (침식방지를 위한 토목섬유튜브의 거동 분석)

  • Chang, Yong-Chai;Son, Ka-Young;Lee, Seung-Eun;Kim, Sang-Jin;Kim, Suk-Woo
    • Journal of the Korean Geotechnical Society
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    • v.28 no.5
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    • pp.5-12
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    • 2012
  • Geotextile tube method is the latest application process to construct a variety of civil structures such as river and coastal structures by using geotextile which is a high polymer synthetic fiber. In this paper, laboratory tests and field tests were conducted in order to identify the behavior, stability and application possibility of geotextile tube which prevents the erosion of coastal sand. As a result of large-scale direct shear test, which is one of laboratory tests, the increase in friction angle was shown as the relative density increased, and friction angle of sand/geotextile was larger than that of sand/sand. As a result of field test, the behavior and stability during construction and after construction were identified through measurement, and the effect of preventing erosion was confirmed.

An Experimental Study on the Inclined Earth Retaining Structure in Clay (점토지반내의 IER 지주식 흙막이의 실험적 고찰)

  • Jeong, Dong-Uk;Im, Jong-Chul;Yoo, Jae-Won;Seo, Min-Su;Koo, Young-Mo;Kim, Sung-Jin
    • Journal of the Korean Geotechnical Society
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    • v.29 no.6
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    • pp.63-75
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    • 2013
  • Inclined Earth Retaining Structure Method (IER Method), was developed in order to improve the mechanical properties of the existing earth retaining method. IER consists of two supports, which are front and back supports. In the IER method, back support is very effective for the reduction of the earth pressure acting on the front support. In this study, the effects of back support and fixing conditions of lower ends of supports are analysed by laboratory model tests in clay. The test results show that back support reduces the Leteral displacement of IER effectively, and according to the results the effect of interval and fixing condition of back support was analysed.

Performance of Innovative Prestressed Support Earth Retention System in Urban Excavation (도심지 굴착에 적용된 IPS 흙막이 구조물의 현장거동)

  • Kim Nak Kyung;Park Jong Sik;Jang Ho Joon;Han Man Yop;Kim Moon Young;Kim Sung Bo
    • Journal of the Korean Geotechnical Society
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    • v.21 no.2
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    • pp.27-36
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    • 2005
  • The performance of innovative prestressed support (IPS) earth retention system applied in urban excavation was presented and investigated. The IPS wales provide a high flexural stiffness to resist the bending by lateral earth pressure, and the IPS wales transfer lateral earth pressure to Corner struts. The IPS wale provides a larger spacing of support, economical benefit, construction easiness, good performance, and safety control. In order to investigate applicability and stability of the IPS earth retention system, the IPS system was instrumented and was monitored during construction. The IPS system applied in urban excavation functioned successfully. The results of the field instrumentation were presented. The measured performances of the IPS earth retention system were investigated and discussed.

Comparative study of class and division classification for the civil engineering field in a library classification system (토목공학분야 문헌정보분류법의 류.강체계 비교분석)

  • 강인석
    • Journal of the Korean Society for information Management
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    • v.14 no.2
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    • pp.105-122
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    • 1997
  • A library for the civil engineering field goes on increasing in quantity because of the growth in construction technology and the enlargement in applicable fields of civil engineering. Most of libraries and information centers in construction companies are using Dewey Decimal Classification (DDC) or Korean Decimal Classification (KDC) to classify a library in civil engineering field. It is necessary for the library classification system to be equipped with a more standardized code system, which corresponds to the academical and technical classification for the civil engineering works. This study analyzes the defects of existing classification systems, and then suggests a new classes and divisions classification system, which facilitates to link academic information with technical data, for the civil engineering field. The proposed system is expected to make practical application of information classification system in the construc ion industry and to be applied for the revised edition of KDC.

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The method of securing water supply resources of existing dam by using Blue dam (Blue dam을 활용한 기존 댐 시설물 상수도 원수 추가 확보 방안)

  • Choo, Tai-Ho;Yoon, Hyeon-Cheol;Yun, Gwan-Seon;Kwon, Yong-Been;Shim, Su-Yong;Chae, Soo-Kwon
    • Journal of Korean Society of Water and Wastewater
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    • v.29 no.2
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    • pp.243-249
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    • 2015
  • To improve stability of the water resources that were seriously affected by climate change and various environmental effects and to supply the clean water always, continuous efforts are essential. Provision of measures with respect of hardware is basically essential to improve the water resources stability due to the topographic characteristic in Korea. However, building a new dam becomes gradually very difficult because of a hardship in selecting right places, opposition forces such as environment and local residents, negative publicity for large civil engineering projects, and so on. The present study, therefore, proposes the Blue dam as an alternative for securing the water resources of a new concept considering domestic conditions. To evaluate the effect of the Blue dam, the Hec-ResSim model is used and the probabilistic discharge flow rate is applied. As a result, when Dam Yeongcheon is applied as a study area, securing water resources of 14 million tons are predicted be secured and the flood control of 15.4 million tons is expected, in comparison with operation of the existing dam only. Consequently, Blue dams are supposed to carry out the function of securing water resources, controling flood, maintaining eco-environmental instream flow, generating hydroelectric power, and providing spaces for recreational activities.

Surface Characteristics of Fouling Resistant Low-Pressure RO Membranes (상업용 내오염성 저압 RO막의 표면 특성 분석)

  • Hong, Seungkwan;Taylor, James;Norberg, David;Lee, Jinwoo;Park, Chanhyuk;Kim, Hana
    • Journal of Korean Society on Water Environment
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    • v.22 no.1
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    • pp.1-6
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    • 2006
  • In this study, five commercially available fouling resistant low-pressure RO membranes were investigated for the treatment of seasonally brackish surface water with high organic content (${\approx}24mg/L$). The membranes investigated are LFC-1 (Hydranautics), X20 (Trisep), BW30FR1 (FilmTec), SG (Osmonics), and BE-FR (Saehan). The results of surface characterization revealed that each of these membranes has one or two unique surface characteristics to minimize the adherence of the fouling materials to the membrane. Specifically, the LFC1 membrane features a neutral or low negative surface to minimize electrostatic interactions with charged foulants. The X20, on the other hand, shows a highly negatively charged surface, and thus, is expected to perform well with feed waters containing negatively charged organics and colloids. The BW30FR1 exhibits a relatively neutral and hydrophilic surface, which could be beneficial for lessening organic and/or biofouling. The SG membrane has a smooth surface that makes it quite resistant to fouling, particularly for colloidal deposition. Lastly, BE-FR membrane demonstrated a medium surface charge and a slightly higher hydrophobicity. In the pilot study, all of the four membranes experienced a gradual increase in MTC (water mass transfer coefficient or specific flux) over time, indicating no fouling occurred during the pilot study. The deterioration of permeate water quality such as TDS was also observed over time, suggesting that the integrity of the membranes was compromised by the monochloramine used for biofouling control.

Prediction of Influent Flow Rate and Influent Components using Artificial Neural Network (ANN) (인공 신경망(ANN)에 의한 하수처리장의 유입 유량 및 유입 성분 농도의 예측)

  • Moon, Taesup;Choi, Jaehoon;Kim, Sunghui;Cha, Jaehwan;Yoom, Hoonsik;Kim, Changwon
    • Journal of Korean Society on Water Environment
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    • v.24 no.1
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    • pp.91-98
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    • 2008
  • This work was performed to develop a model possible to predict the influent flow and influent components, which are one of main disturbances causing process problems at the operation of municipal wastewater treatment plant. In this study, artificial neural network (ANN) was used in order to develop a model that was able to predict the influent flow, $COD_{Mn}$, SS, TN 1 day-ahead, 2day-ahead and 3 day ahead. Multi-layer feed-forward back-propagation network was chosen as neural network type, and tanh-sigmoid function was used as activation function to transport signal at the neural network. And Levenberg-Marquart (LM) algorithm was used as learning algorithm to train neural network. Among 420 data sets except missing data, which were collected between 2005 and 2006 at field plant, 210 data sets were used for training, and other 210 data sets were used for validation. As result of it, ANN model for predicting the influent flow and components 1-3day ahead could be developed successfully. It is expected that this developed model can be practically used as follows: Detecting the fault related to effluent concentration that can be happened in the future by combining with other models to predict process performance in advance, and minimization of the process fault through the establishment of various control strategies based on the detection result.