• 제목/요약/키워드: Water reclamation

검색결과 409건 처리시간 0.031초

영산강지구 대단위간척지 개발로 인한 조석변화에 대한 수치실험 (A Numerical Experiment of Tide Changes due to the Development of Land Reclamation near the Youngsan River)

  • 이중우;신승호
    • 한국항만학회지
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    • 제5권2호
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    • pp.65-75
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    • 1991
  • Tidal current and water level change in coastal waters are formulated in terms of mathematical models. A systematic discussion of the derivation of a set of governing equations, expressing conservation of mass and momentum is presented. A simplification is introduced by integrating all variables and equations over the total water depth, the Solution of the formulated problem is achieved by using the finite difference method(FDM). The applied study area is taken from Mokpo harbor and its adjacent coastal water which have significant hydrographical changes due to the construction of the estuary barrage and land reclamation work of estuary barren. Some comparisons with the observed current and water level changes the numerical solutions are found to be considerably fit well for the recent coastal water motion.

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하수처리수 재이용을 위한 실규모 입상황 생물막여과 시설의 효율증대 방안에 관한 연구 (A Study by Proposal of Efficiency Increase for a Full-scale Wastewater Reclamation Facility using a Biofilter Packed with Granular Sulfur)

  • 문진영;황용우;백승륜
    • 상하수도학회지
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    • 제24권1호
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    • pp.73-83
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    • 2010
  • This study was performed to increase the removal efficiency of the biofilter packed with granular sulfur in municipal wastewater reclamation facility. Constituent units were influent water tank, denitrification tank, BOD reduction tank and outlet. And, the major operation factor is a biofilter packed with submerged granular sulfur. Actual wastewater and synthetic wastewater were used as influent wastewater. Experimental condition was divided into two phases according to the amount of a phosphorus coagulant. Total phosphorus removal efficiency was insignificant at mode I that phosphorus coagulant was not injected. The average influent and effluent total phosphorus concentrations at mode II were 0.5 ~ 1.0 mg/L and 0.27 mg/L, respectively. As for COD and BOD effluent concentrations, COD was 3.0 mg/L and BOD was 1.0 mg/L. Additionally, nitrogen removal rates were high at low influent DO concentration. In conclusion, a new process, biofilter packed with granular sulfur is expected to treat high-rate nitrogen wastewater and expected to be utilized as an alternative of technological innovation for the nitrogen treatment.

PTFE막을 이용한 빗물 중수 통합형 MBR 시스템 개발 및 성능 평가 (Development of PTFE Membrane Bio-reactor (MBR) for Integrating Wastewater Reclamation and Rainwater Harvesting)

  • 이태섭;김영진;함상우;홍승관;박병주;신용일;정인식
    • 한국물환경학회지
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    • 제28권2호
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    • pp.269-276
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    • 2012
  • The surface characteristics and performance of PTFE (polytetrafluoroethylene) hollow fiber membranes have been systematically investigated at lab- and pilot-scale to assess their application to membrane-bioreactor, particularly for integrating wastewater reclamation and rainwater harvesting. The PTFE membrane expressed some surface features, such as hydrophobicity, which might enhance membrane fouling. However, lab-scale performance and cleaning experiments under various conditions demonstrated that the PTFE membrane could produce the desirable water flux with good cleaning efficiency, implying easy operation and maintenance due to superior chemical resistance of PTFE membranes. Most of effluent water qualities were met with Korean standard for discharge and reuse, except color. Color level was further reduced by blending with rainwater at 75:25 ratio. Based on the lab-scale experimental results, the pilot plant was designed and operated. Pilot operation clearly showed sTable performance with satisfactory water quality, suggesting that PTFE membrane could be applied for decentralized MBR integrated with rainwater use.

간척사업(干拓事業)의 다기능적(多機能的) 편익(便益)-비용분석(費用分析)과 발전방향(發展方向) (Multi-functional Benefits & Costs Analysis of Tide Land Reclamation Project and Development Guidelines in the Future)

  • 임재환
    • 농업과학연구
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    • 제32권2호
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    • pp.107-126
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    • 2005
  • The most limited production resource in Korea is land. During the period from 1995 to 2002, annual farm land area of 17,600ha have been converted to urban and industrial land. The self-sufficiency rate of rice, Korean staple food, is expected to be decreased from 97.5% in 2003 to 60-70% in 2020. Under such conditions, this study is aimed at first identifying multi-functional benefits of the reclamation projects such as agricultural production, industrial water supply, urban land supply, transportation effects, sightseeing effects and environmental values with and without the projects. To carry out the objectives, three existing tideland reclamation projects such as Daeho, Kumgang and Yongsangang irrigation project stage II were evaluated and Saemangeum tideland reclamation project which was jointly revaluated by environmental NGO and Govn't appointed specialists in 2000 was reviewed. According to this study results, tide land reclamation projects were showed financially and economically feasible and environmentally sustainable. The joint cost like estuary dam should be allocated based on the multi-functional benefits of the projects. To allocate the joint cost, legal and institutional improvement should adapt the joint cost allocation method as the specific cost-remaining benefit method. Korea has more than 402,000 ha of tidal flat of which 76,396ha have been reclaimed in 2003. To meet food security and to cope with shortage of land, phil-environmental reclamation projects should be continuously implemented and necessary tidal flats for protecting environmental ecosystem should be remained according to the detail survey results of reclaimable resources.

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해안 매립지에서 과거 해안선의 산정 (II): 해안선변화 분석 (Estimation of Historical Shorelines on a Coastal Reclaimed Land (II) : Shoreline Change Analysis)

  • 김백운;이창경
    • 한국해안·해양공학회논문집
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    • 제21권5호
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    • pp.380-390
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    • 2009
  • 본 연구는 우리나라 남동 해안에 위치한 매립지(안정국가산업단지, 명지주거단지 및 녹산국가산업단지)에서 해안빈지 면적 산출을 위하여 항공사진으로부터 매립이전의 해안선을 조사하는 연구의 일환으로 수행되었다. 매립 이전 해안선의 적합성을 평가하고자 해안선변화자료를 구축하였다. 2차적인 지상기준점으로 오래된 항공사진의 항공삼각측량을 수행하였다. 해안선은 약최고고조위(AHHWL)에 해당하는 해안선과 wet/dry 흔적에 의한 고조선(HWL)을 도화하였다. 인공적인 해안에서 두 종류의 해안선은 잘 일치하였다. 항공사진 축척, 품질, 지상기준점 선정, 해안선 인식 등 세부적인 차이로 인하여 해안선변화자료는 다양한 오차수준으로 구성되었다. 정성적인 해안선변화 추이를 살펴보는 수준에서 매립 이전 해안선의 적합성은 만족할 만하였다. 본 연구지역에서 매립 이전의 해안선 변화는 대부분이 연안개발로 발생하였다. 항공사진과 연계하여 해안선의 속성을 파악함으로써 해안선 변화에 대한 이해가 가능하였다.

새만금간척 전.후 잔차류의 계절변화에 관한 연구 (A study of seasonal variation of the residual flow before and after Saemangeum reclamation)

  • 신문섭;;홍성근;이동주
    • 한국수자원학회논문집
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    • 제35권4호
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    • pp.425-442
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    • 2002
  • 새만금간척지역은 동경 $126^{\circ}10'{\sim}126^{\circ}50'$와 북위 $35^{\circ}35'{\sim}36^{\circ}05'$ 위치하고 있다. 새만금간척지역은 대조차가 5.6m 이고 최대 조유속은 $1.41m\;s^{-1}$ 이다. 조간대 침전물의 대부분은 금강, 만경, 동진강으로부터 유입되고 있다. 이 지역의 저질은 실트질 모래로 구성되어 있다. 동절기의 바람은 북서풍이 우세하다. 새만금간척면적은 40,100ha 이고 방조제의 길이는 33km이다. 본 연구의 목적은 강 진단모델과 예보모델에 의하여 간척전 후의 잔차류의 계절변화를 규명하는 것이다.

자연정화 기반의 현장 파일럿 실험을 통한 광산배수 구리 정화효율 평가 (Evaluation of Cu Removal from Mine Water in Passive Treatment Methods : Field Pilot Experiments)

  • 오연수;박현성;김동관;이진수;지원현
    • 자원환경지질
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    • 제53권3호
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    • pp.235-244
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    • 2020
  • 폐광산 지역에서 발생하는 광산배수의 오염원소중 하나인 구리(Cu)는 낮은 농도에서도 독성을 지니고 있어 수계환경에 노출되기 전에 처리되어야 한다. 본 연구에서는 경남 고성군 S광산의 갱내수 정화시설의 Cu 제거효율을 개선하기 위해 석회석과 폐상퇴비를 혼합한 자연정화 기반의 반응조를 이용하여 약 9개월 동안 현장 파일럿실험을 수행하였다. 반응조별 유입수 대비 pH 증가량과 Cu 제거효율은 Successive Alkalinity Producing System (SAPS) > Reducing and Alkalinity Producing System (RAPS) > 석회석반응조 순으로 나타났다. SAPS조와 RAPS조에서는 석회석의 영향과 동시에 유기물의 분해로 인한 알칼리도의 부과로 석회석반응조보다 높은 pH 환경을 조성하였다. pH가 증가할수록 Cu 제거효율이 높아지는 결과를 통해 pH 상승이 Cu를 처리하는 주된 기작임을 확인할 수 있었다. 또한 황산염환원박테리아(Sulfate Reduction Bacteria, SRB)가 SAPS조에서 가장 많이 활성화 된 것을 확인 할 수 있어, 황산염환원반응도 Cu를 제거시키는 기작에 관여함을 판단할 수 있었다. 본 연구는 S광산에서 발생하는 광산배수의 특성에 알맞은 맞춤형 정화공정을 도출하기 위해 현장 그대로의 조건에서 실험을 수행한 것에 의의가 있으며, 향후 정화시설의 개선에 있어 공법 선정에 도움을 줄 수 있을 것이다.

수명배수공법에 있어서 부압의 영향에 관한 실험적 연구 (The Effects of Negative Pressure on Horizontal Drain Method)

  • 김정기;김지용;정승용;김수삼
    • 한국지반공학회:학술대회논문집
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    • 한국지반공학회 2001년도 봄 학술발표회 논문집
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    • pp.551-558
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    • 2001
  • The horizontal drain method is one of methods improving reclamation ground. This method reduces consolidation time by using drained installed horizontally, and negative pressure is applied on end of these drains by vacuum pump. But, effective negative pressure still wasn't evaluated in applying this method to reclamation ground. To estimate optimum negative pressure, soil box test that make a model the in-situ by installing horizontal drains in the center is performed pressing different vacuum pressure In the laboratory, and the variations in settlement and volume of drained water through the drains during consolidation process were measured. Also, water content with distance from drain and with depth is measured after the test.

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