• Proceedings of the Korea Water Resources Association Conference
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• 2005.05b
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• pp.801-805
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• 2005

수자원의 이수 및 치수관리에 있어서 우량, 하천수위. 하천유속, 하천유량, 지하수위, 하수유량 등의 수문자료는 가장 기초적이면서 중요한 요소이다. 그럼에도 불구하고 최근까지 우리나라의 수자원관리 실태를 살펴보면 신뢰성 있는 수문자료의 구축이 매우 미비한 실정이며, 이로 인해 하천유역의 수문특성 해석에 많은 어려움을 겪고 있다. 본 논문에서는 21세기 프론티어연구사업과 관련하여 구축$\cdot$시범운영하고 있는 "안양천 실시간 통합 수문모니터링 시스템"의 운영현황을 소개하고 2단계 사업에서 신규의 구축된 하수근거 모니터링 시스템에 대해 소개하고자 한다. 실시간 통합 수문 모니터링 시스템이란 하천유역내의 강우량, 하천수위, 지하수위, 하수근거유량, 수질 등 수문 상황을 실시간으로 모니터링함으로써 유역내의 수문자료를 구축함은 물론 지하수위와 하천수위와의 연관성, 하천유량 증가의 인한 하수근거로의 우수유입량 등의 분석을 통해 유역 전반에 걸친 물순환체계에 대한 해석과 평가를 내릴 수 있도록 지원하는 시스템이다. 이를 위해 주요 지점에 수문 모니터링 장비를 설치하고, 통신모듈을 통해 현장에서 서버로 모니터링 자료를 실시간으로 전송하고, 전송된 자료를 웹상에서 보여줌으로써 유역관리자의 의사결정지원 자료로 활용할 뿐만 아니라 일반인들에게 거주지역내 하천에 대한 정보를 제공할 수 있게 된다. 또한 안양시청을 시범 행정기관으로 선정하여 안양시에서 운영하고 있는 실시간 수문모니터링 자료를 취합하여 웹상에서 공유할 수 있도록 시스템을 통합하는 방안을 마련하였으며, 향후 안양천에 속해 있는 지자체이 참여를 유도할 예정이다. 안양천 실시간 모니터링 시스템은 안양천 웹페이지(http://anyang.river.or.kr)에서 구현되고 있으며, 앞서 설명한 바와 같이 1단계 프론티어 사업으로 설치된 4개의 하천수위, 2개의 지하수위 관측시설과 함께, 2단계에 (주)웹솔루스에서 자체적으로 설치 운영하고 있는 2개소의 하수관거 모니터링 관측시설, 그리고 안양시에서 운영하고 있는 5개소의 강우관측소와 7개소의 수위관측소를 모두 통합하여 실시간 자료를 제공하고 있다. 수위자료는 10분단위의 텍스트정보와 그래프형태로 지원되며, 검색기간 설정을 통해 원하는 기간내의 자료를 선별, 검색할 수 있다.

• Journal of Environmental Impact Assessment
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• v.24 no.4
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• pp.386-395
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• 2015

In order to assess sewage treatment technology necessary to achieve water quality criteria in the watershed and to ensure best treatment technology is applied in building and expanding PSTWs when establishing the Watershed Sewer System Maintenance Plan, it is necessary to develop assessment guidelines to determinate the best treatment technologies applicable to the public sewage treatment works(PSTWs). Sewage treatment technologies such as anaerobic-anoxic-aerobic treatment process are employed at PSTWs, and treatment efficiency varies due to many factors such as how the PSTWs are operated. Therefore, analyzing assessment guideline of best available technology(BAT) using currently in USA and EU, this study presents assessment parameters for the assessment guidelines to be used in determining the best treatment technologies applicable to PSTWs. We have a plan to implement pilot assessment in preparation for the final assessment guidelines based on the results of professionals survey and to determine weighted factors and assessment parameters using analytic hierarchy process (AHP).

• Journal of the Korea Academia-Industrial cooperation Society
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• v.13 no.6
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• pp.2757-2762
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• 2012

Sewage pipelines are one of important infra-structures. The main reasons of sewage pipelint failure are improper backfill materials and compaction controls in field. Especially, it is very difficult to compact the lower part of circula pipelines. In order to overcome these problems, the prefabricated light-weight plastic foundation was developed. Couple of load-displacement tests were carried out to get the characteristic of failure. From the limited laboratory loading tests, the use of prefabricated light-weight plastic foundation is an alternative to solve the difficulty of backfill materials and compaction control.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.34 no.1
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• pp.273-283
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• 2014

With the introduction of COBie (Construction Operation Building Exchange) in BIM technology enabling an automatic transfer of design and construction information to operation and management (O&M) phase, the BIM centric O&M management system development process has been tested on the subject of architectural types of building. However, for now, there is a need to investigate the technical feasibility of COBie application to civil structures including industrial facilities. This study takes both "O&M Guideline for Public Wastewater Treatment Plant" and a real wastewater treatment plant into account for the purpose, in which the latter is intended to supplement the result of the first. The findings are three-folds: (1) COBie, as an asset modeling, is not sufficient enough to encompass commissioning data, (2) more relevant IFC development and family library build-up useful to modeling wastewater treatment plant is imperative, and (3) well-planned coordination and organization of COBie data-set in line with O&M practice will enhance the feasibility of the COBie in industrial facilities. The result could be used for a basis study for COBie application, particularly in industrial facilities.

• Journal of Wetlands Research
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• v.15 no.4
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• pp.453-460
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• 2013

Rural area sewage distribution rate is 40 % less than urban area. Previous research results announced that one of the reason in water resource pollution was caused of low rural area sewage distribution rate. Analysis on operation result of 11 RCSTP in Bong-hwa area which is located at the upper region of An-dong Dam and Im-ha Dam. Based on operation result, an analysis on characteristics of wastewater in Bong-hwa and treatment efficiency of installed treatment process was conducted. The wastewater influent of Bong-hwa contained high organic matter and nutrient than those of urban area. Treatment process showed totally stable treatment efficiency. But, The treatment efficiency for nutrient showed high fluctuation. This result means which is need to operation condition control of nutrient treatment when operating RCSTP.

• Proceedings of the Korean Environmental Sciences Society Conference
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• 2000.05a
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• pp.257-258
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• 2000

충남 지역에서 발생되는 하수 슬러지를 대상으로 재활용을 위한 물리$\cdot$화학적 특성을 조사하였고, 이를 기초로 유기물 중심의 퇴비화 및 연료화 방안을 검토하였다. 하수 슬러지의 함수율은 약 80 % 정도 되며, 유기물이 고형물의 50 % 정도로 퇴비화를 위해서는 다른 폐기물과의 적절한 혼합이 이루어져야 할 것이며, 부숙기간에 따른 C/N비, 식물 독성 및 중금속의 거동 등과 같은 안정성의 신중한 관리가 절실히 요구된다. 또한, 하수 슬러지에 석유 코우크스를 혼합함으로서 무연탄 수준을 넘는 5,000 kcal/kg 이상의 열량을 확보하여 자체 착화가 가능할 것으로 사료된다. 그리고, 하수 슬러지의 함수율을 낮추기 위한 연구 개발이 시급하게 요구되고 있으며, 건조 공정의 연구개발이 성공적으로 이루어진다면 하수 슬러지의 중량감소에 의한 경제적인 면과 재활용방안의 다각화도 함께 이루어 질 수 있을 것으로 사료된다.

• Journal of Korean Society of Water and Wastewater
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• v.28 no.5
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• pp.517-527
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• 2014

As sewer flooding frequents due to localized and concentrated stormwater and increased non-permeable surface area after urbanization, building cities with sound water recycle and accordingly efficient management of rainwater is demanded. To do this, the existing sewage (including rainwater) fee imposition system should be philosophically evaluated. This study presents problematic issues of the existing domestic sewage fee imposition system considering the principle of sharing costs on the service of sewage and rainwater collection and treatment. Four methods to improve the existing sewage fee imposition system are suggested: 1) imposing stormwater fee according to Polluter Pays Principle, 2) clarification of the share of public sector, 3) reducing or exempting the sewerage fee for inhabitants reducing urban runoff by constructing their own rainwater management facilities, 4) imposing charge for discharging rainwater to sewers due to new development action. Short, mid, or long term planning for rainwater management is recommended considering the situation of each municipality.

• Journal of Environmental Impact Assessment
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• v.24 no.5
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• pp.397-406
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• 2015

The different compliance concentration of effluent limit is applied to effluent discharged from public sewage treatment works(PSTWs) in each watershed on the basis of water quality thereof in accordance with the enforced Watershed Sewer System Maintenance Plan in 2013. It is necessary to set the compliance concentration of effluent limit for PSTWs in watershed sewer system, in order to achieve water quality criteria for regional watersheds or target water quality under TMDL program. Watershed Environmental Agencies establish the Watershed Sewer System Maintenance Plan and set the compliance concentration of effluent limit for PSTWs under the plan. The agencies have a plan to apply strengthened effluent BOD concentration limits for PSTWs in I to IV area grade, respectively. Effluent BOD concentration limits will be strengthened from 5~10 mg/L to 3 mg/L in II~III area grade, from 10 mg/L to 5 mg/L in IV area grade. Uniform application of effluent BOD concentration limits to PSTWs in the watershed sewer system need to be complemented considering type of sewage treatment technology employed and watershed characteristics. Therefore, this study presents assessment methodology which analyze for the compliance concentration of effluent limit to affect water quality of discharge watershed using simulation model for the Jinwee-stream watershed.

• Journal of Convergence for Information Technology
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• v.11 no.4
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• pp.122-129
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• 2021

As the total organic carbon (TOC) becomes a new water quality standard as an organic matter (OM) index for public sewage treatment facilities (PSTFs) in Korea from 2021, a comparison study needs to be conducted by examining the correlation between TOC and the existing OM indices (DOC, BOD5, CODMn, CODCr). 500 PSTFs were categorized by process configuration and capacity, and correlation between OM indices in influent and effluent was analyzed. The CODMn/TOC showed higher correlation than other OM indices. This results can be used to basic data for various research associated with TOC.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.33 no.3
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• pp.1203-1213
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• 2013

Governmental accounting system has changed from budgetary accounting on the basis of cash and bookkeeping by single entry to financial accounting on the basis of accrual and bookkeeping by double entry. In the context of this transition, infrastructure becomes considered an asset in accounting, and resulting accounting methods also take different approaches from conventional budgetary accounting. Financial accounting system defines expenditures into two categories, i.e. capital expenditure(CAPEX) and operational expenditure(OPEX), and stipulates that the expenditure shall be divided into those two categories before accounting. The construction and expansion of infrastructure must be considered a CAPEX because it means a sort of asset acquisition, but with regard to applications in practical accounting, it is actually challenging to judge whether any expenditure associated with maintenance works (including repair and service) during use of infrastructure acquired shall be considered CAPEX or OPEX. This paper suggested an asset management based accounting method for sewer maintenance expenditure. And it applied the method to actual accounting cases and analyzed them in comparison with conventional financial information. As a case study result, Sewer asset value of S city increased approximately 700 hundred won because sewer maintenance expenditure are classified between OPEX and CAPEX according to the proposed accounting method. It is expected that the proposed accounting method will contribute significantly to providing any proper sewer asset value information.