• 제목/요약/키워드: Sewer Rehabilitation Project

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A Study on Feasibility Analysis of Sewer Rehabilitation (하수관거 정비사업의 타당성 분석에 관한 연구)

  • Han, Ihnsup;Chang, Daehwan;Woo, Byungha;Lim, Chulhwan
    • Journal of Korean Society of Water and Wastewater
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    • v.23 no.1
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    • pp.89-96
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    • 2009
  • Feasibility which is complimented before Social Overhead Capital Project and National Policy Project is analyzed by economic and political benefits. The projects will be performed if the benefits are bigger than the project cost. In this study, feasibility was examined at various viewpoints on sewer rehabilitation projects implemented with private capitals. To achieve the feasibility analysis, the B/C (Benefit/Cost Ratio), IRR (Internal Rate of Return) and the returns ratio of the Build Transfer Lease project implemented in 2007 at W city were estimated. At the same time, the correlation with B/C and benefit sensitivity of concessionary rate fluctuation were analyzed to evaluate the efficiency and feasibility of the seven sewer rehabilitation projects promoted by a local autonomous entity.

Optimization Model for Sewer Rehabilitation Using Fast Messy Genetic Algorithm (fmGA를 이용한 하수관거정비 최적화 모델)

  • Ryu, Jae-Na;Ki, Beom-Joon;Rark, Kyoc-Hong;Lee, Cha-Don
    • Journal of Korean Society of Water and Wastewater
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    • v.18 no.2
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    • pp.145-154
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    • 2004
  • A long-term sewer rehabilitation project consuming an enormous budget needs to be conducted systematically using an optimization skill. The optimal budgeting and ordering of priority for sewer rehabilitation projects are very important with respect to the effectiveness of investment. In this study, the sewer rehabilitation optimization model using fast-messy genetic algorithm is developed to suggest a schedule for optimal sewer rehabilitation in a subcatchment area by modifying the existing GOOSER$^{(R)}$ model having been developed using simple genetic algorithm. The sewer rehabilitation optimization model using fast-messy genetic algorithm can improve the speed converging to the optimal solution relative to GOOSER$^{(R)}$, suggesting that it is more advantageous to the sewer rehabilitation in a larger-scale subcatchment area than GOOSER.

Analysis of Correlation Between Defective Number of Sewer Pipes and I/I(Infiltration/Inflow) Volume (하수관거내 불량개소수와 I/I발생량간의 상관성분석)

  • Chang, Daehwan;Han, Ihnsup;Woo, Byungha;Hong, Seongjin
    • Journal of Korean Society of Water and Wastewater
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    • v.23 no.3
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    • pp.321-329
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    • 2009
  • I/I(Infiltration/Inflow) characteristics should be studied to achieve I/I reduction which is a main object of sewer rehabilitation. However, The scientific and practical studies which are based on actual survey within the country are not thorough going enough. The earlier studies were limited because of a short research period and specific region. Thus, In this study, a formula is deduced by intensive correlation analysis between defective number and I/I volume in sewer pipe. It can be used as preliminary data when the project established for cost-effective pipe rehabilitation. The study shows that the researched region have a faulty point at every 9.3m on average and prove correlation between defective number and I/I volume in sewer pipes. Thus, this study can improve the investigation system and estimate the volume of the pipe rehabilitation, when site investigations for rehabilitation have been conducted.

Analysis on Effectiveness of Sewer Rehabilitation Project and Study on Improvement of Fixed Flow Meters (하수관거정비사업의 사업효과 분석 및 유량계 설치 개선방안에 관한 연구)

  • An, Dae Hoon;Kim, Jong Oh
    • Journal of Wetlands Research
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    • v.15 no.4
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    • pp.461-469
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    • 2013
  • Even though a sewer rehabilitation BTL project has been executed throughout the nation with the input of a significant amount of budget, the overall review on effectiveness of the project is insufficient. And disputes over effectiveness of the project and of the employment of I/I indexes for evaluation of the project are continued due to reliable issues of flux data which has been measured after completion of certain projects and excessive amounts of I/I. Thus, this study has reviewed effectiveness of the project, current status and problems of the installation of fixed flow meters as well as countermeasures based on 15 projects subject to the operation performance evaluation after the completion of the project. The review on operation of the project has revealed that sewer rehabilitation BTL projects are significantly effective and highly effective on reducing a rate of infiltration water. The review on the employment of proper countermeasures for main issues revealed during the investigation on the installation and operation of fixed flow meters has shown that such countermeasures could result in securing more reliable flux data.

A Study on Improvement of Inflow/Infiltration Computation and Application Method in Sewer Rehabilitation Project (하수관거정비사업의 침입수/유입수 산정 및 활용방법 개선방안에 관한 연구)

  • Kim, Jong-Oh;Jeong, Dong-Gi;An, Dae-Hoon
    • Journal of Korean Society of Water and Wastewater
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    • v.28 no.1
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    • pp.33-45
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    • 2014
  • In this study, current sewer infiltration/Inflow(I/I) computation and application method was examined about improvement and adequacy relating to the main issues raised by the field for practitioners. The results of review about infiltration calculation method were considered to be in need of improvement at 'standards of minimum sewage calculation'. Furthermore, the results of review about I/I application method were considered to be in need of improvement at 'standards of seasonal infiltration application' and 'the relative decrease in the Annual evaluation standards'. In addition, annual I/I analysis at JC County for the four years(2009~2012) in respect of operation flow and rainfall data was conducted. The result of annual infiltration analysis, compared average daily sewage generated average infiltration rate was found in 21.95 %, infiltration by unit was found in $0.31m^3/day/cm/km$ and $0.12m^3/day/day$, respectively. The result of annual inflow analysis, average rainfall - Inflow equations was found $y=5.499{\times}$($R^2$ 0.793), and the average Inflow quantity by sewer extension was predicted to $0.66m^3/mm-km$.

A Study for Drainage Pipe Construction Method using a Boring Machine (천공장치를 이용한 배수설비 연결관 시공 기술에 관한 연구)

  • Chang, Jae-Goo;Kang, Seon-Hong;Kim, Dong-Eun;Jung, Tae-Ho
    • Journal of Korean Society of Water and Wastewater
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    • v.25 no.6
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    • pp.869-875
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    • 2011
  • Ministry of Environment has been promoting BTL business of the sewer rehabilitation which continues from 2005 up to now. Sewer rehabilitation is classified into three parts : wastewater pipe rehabilitation, rainwater pipe rehabilitation and drainage equipment rehabilitation. Drainage equipment rehabilitation is that drainage pipe connects wastewater pipe directly without water-purifier. In the drainage equipment construction, it is inevitable to have the damage of ground structures(wall, gate and U drain, etc) when an open excavation method is used. Therefore it is necessary to develop non-excavation method to connect drainage pipe and wastewater pipe like jacking method to avoid the damage of ground structure. This paper has conducted an analysis of the non-excavation method using a boring machine attached to backhoe, which is issued the verification certificate of environmental technology according to the Development of and Support for Environmental Technology Act, article.7. The index set in this analysis was sectionalized to the condition of construction, the grade of drainage pipe, the size of excavated hole, the amount of waste cement concrete and asphalt concrete and the benefit effect compared to open excavation method.

Improvement of Infiltration Performance Measurement in BTL (Build-Transfer-Lease) Sewer Rehabilitation Projects - Focusing on Jeju Special Self-Governing Province - (하수관거정비 임대형민자사업에 있어 침입수 성과지표의 개선에 관한 연구 - 제주특별자치도를 중심으로 -)

  • Ko, Young-Nam;Lee, Dong Wook
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.36 no.6
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    • pp.1133-1143
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    • 2016
  • The purpose of this study is to improve project performance analysis indicators for BTL sewer rehabilitation projects. Among the assessment indicators for BTL sewer rehabilitation projects, an infiltration assessment indicator is given a high score of 17.5 points as a single assessment item. This infiltration assessment indicator is assessed focusing on the amount of infiltration, and presently calculated according to 'Nighttime Domestic Flow Evaluation' method. However, this assessment indicator's failure to reflect the geological features of Jeju region is emerging as a problem in the operational stage. Thus, this study intended to compare and analyze the calculation result depending on the assessment indicators and the actual amount of infiltration, centering on Jeju region. To this end, this study analyzed the amount of infiltration in five areas of Jeju Province calculated according to 'Nighttime Domestic Flow Evaluation' method. Also, a complete enumeration survey was carried out about the conditions for actual infiltration occurrence. According to the results of this survey, ground water level is distributed lower than the level of sewer pipes. The results of a sewer pipe function test show there was no infiltration occurrence caused by sewer pipe defect. So, it is concluded that 'Nighttime Domestic Flow Evaluation' method, which is utilized for the current assessment indicator, is not appropriate to apply to Jeju region, and it is thought that there is a need to establish infiltration criteria specialized for Jeju region.

Development of Evaluation Methodology on the Performance of BTL Sewer Rehabilitation Projects (하수관거정비 BTL사업의 효과분석 및 방안 수립 연구)

  • Song, Ho-Myeon;Cho, Jeong-Il;Ahn, Choong-Hee
    • Journal of Korean Society of Water and Wastewater
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    • v.24 no.6
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    • pp.743-751
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    • 2010
  • It requires an interim performance assessment for BTL business of the sewerage rehabilitation which continues from 2005 till now. Means, It is necessary to make an interim performance assessment and an analysis of an business effect of the sewerage rehabilitation BTL projects which still continues, and we presented an improvement method of the new sewerage rehabilitation project in future. This paper has conducted an analysis of the business effect for 3 local government BTL projects which are completed and under operation as of now in Jincheon-Gun, Cheongju-Si and Gangjin-Gun. As a method of business effect analysis, we conducted a business effect of the 3 places using the index set which we previously set for the business effect analysis. The index set in this research was sectionalized to an improvement effect of operating wastewater treatment plant, an benefit effect of the direct cost, an benefit effect of the indirect cost and an environment friendly effect. We, in this paper, conducted an business effect analysis for 3 sewerage rehabilitation BTL projects which are completed or under operation recently as a demonstration, however we judge that an business effect analysis shall be conducted in a stage that a significant time for operation has passed since the completion of the construction in order to induce an actual business effect of the sewerage rehabilitation BTL project.