• 제목/요약/키워드: Drainage System

검색결과 1,044건 처리시간 0.026초

폐광산폐수의 혐기성 처리를 위한 화학적 전처리 (Chemical pretreatment for anaerobic treatment of abandoned mine drainage)

  • 김은호;김형석
    • 환경위생공학
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    • 제14권3호
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    • pp.99-106
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    • 1999
  • This research was carried out to investigate chemical pretreatment using lime and limestone in treating abandoned mine drainage with anaerobic treatment. If treating lime with abandoned mine drainage, after 2day, pH was increased to 5.6, and $SO_4^{2-}$, Fe, Al, Pb and Mn were removed 5.7%, 63%, 57, 45% and 28%, respectively. It was estimated that lime dosage was 2,000mg/L for increasing to pH 7. If treating limestone with abandoned mine drainage, after 2day, pH was increased to 3.67, and $SO_4^{2-}$, Fe, Al, Pb and Mn were removed 4.7%, 26%, 22% 18% and 8%, respectively. It could be showed that limestone did slowly react with temperature increasing. If treating anaerobic limestone packing column with abandoned mine drainage, for experimental period, average pH was 4.51, and average $SO_4^{2-}$, Fe, Al, Pb and Mn were removed 4.5%, 15.3%, 20.1%, 23.7% and 5.87%, respectively. So, it would not be suitable for abandoned mine drainage. But if utilizing limestone as pretreatment process for treating abandoned mine drainage with SRB, because it did initally neutralize abandoned mine drainage, it could forward to stabilize system.

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조위의 영향을 고려한 도심지 배수유역에서의 범람모의 (Inundation simulation in a urban drainage basin considering tidal stage effect)

  • 김대근;최경순;고영찬
    • 상하수도학회지
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    • 제23권6호
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    • pp.711-717
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    • 2009
  • In this study, SWMM model is used to reproduce the main storm sewer system located in the Nae-Hang drainage basin of the Mokpo city and keep track of flood discharge. Given the outlet of the reaches border the coastline, this paper has taken the dual-drainage approach to perform inundation simulation, considering both the overflows and inflows at the manholes of the sewer system, and at the same time, taking the impacts of tidal stage into consideration. The following conclusions are reached in this study: First, when planning lowland sewer system alongside the coastline or the riverside, the tidal stage or flood stage need to be considered in the planning and design processes. Second, an analysis that fails to consider overflow and inundation at the manholes may overestimate inundation depth of the flooded area. In other words, in order to estimate flood discharge and flood stage in a lowland storm sewer system, it is desirable to analyze the conveyance capacity of storm sewer system and simulate overflow and inundation at the manholes at the same time.

Synthetic storm sewer network for complex drainage system as used for urban flood simulation

  • Dasallas, Lea;An, Hyunuk;Lee, Seungsoo
    • 한국수자원학회:학술대회논문집
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    • 한국수자원학회 2021년도 학술발표회
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    • pp.142-142
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    • 2021
  • An arbitrary representation of an urban drainage sewer system was devised using a geographic information system (GIS) tool in order to calculate the surface and subsurface flow interaction for simulating urban flood. The proposed methodology is a mean to supplement the unavailability of systematized drainage system using high-resolution digital elevation(DEM) data in under-developed countries. A modified DEM was also developed to represent the flood propagation through buildings and road system from digital surface models (DSM) and barely visible streams in digital terrain models (DTM). The manhole, sewer pipe and storm drain parameters are obtained through field validation and followed the guidelines from the Plumbing law of the Philippines. The flow discharge from surface to the devised sewer pipes through the storm drains are calculated. The resulting flood simulation using the modified DEM was validated using the observed flood inundation during a rainfall event. The proposed methodology for constructing a hypothetical drainage system allows parameter adjustments such as size, elevation, location, slope, etc. which permits the flood depth prediction for variable factors the Plumbing law. The research can therefore be employed to simulate urban flood forecasts that can be utilized from traffic advisories to early warning procedures during extreme rainfall events.

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투수시험과 지하수 모니터링을 통한 매립층의 배수불량 원인 분석 (Analysis about Fill Deposit Poor Drainage through Permeability Test and Groundwater Monitoring)

  • 정희석;이강일;김준석
    • 한국재난정보학회 논문집
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    • 제14권2호
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    • pp.165-173
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    • 2018
  • 연구목적 : 유적지와 같은 지역은 과거 산으로 둘러 쌓인 구릉지 등에 분포할 경우 강우시 매립층에 분포하는 흙은 투수능력이 떨어져 물이 원활히 배수되지 못하고 표층부의 함수비가 증가하여 지반의 질퍽임 현상이 많이 나타나고 있다. 본 연구는 강우시 배수가 불량하여 유적지에 분포하는 문화재의 기초 뿐만 아니라 상부구조물에도 큰 영향이 예상되어 배수불량의 원인을 파악하고자 하였다. 연구방법 : 현장에서 각종 지반조사 및 현장투수시험 그리고 지하수 모니터링을 통해 그 상관성을 분석하여 매립층의 배수에 대한 불량 원인을 파악하였다. 연구결과 : 본 연구결과 배수불량 원인은 부지내 지하수위가 매우 얕은 심도에 형성되어 있으며, 지표부 및 매립층의 토질은 투수성이 불량한 상태로 강우시 지하로 지표수가 침투되기에는 매우 부적합한 수리지질학적 여건임을 확인할 수 있었다.

한국 산맥론(II): 한반도 '산줄기 지도'의 제안 (Discussions on the Distribution and Genesis of Mountain Ranges in the Korean Peninsular (II) : The Proposal of 'Sanjulgi-Jido(Mountain Ridge Map)‘)

  • 박수진;손일
    • 대한지리학회지
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    • 제40권3호
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    • pp.253-273
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    • 2005
  • 최근 한국 사회에는 산지의 공간적 연속성을 파악하고자 하는 사회적인 요구가 높다. 이 연구는 이러한 사회적 요구를 수용하면서 한반도의 산지와 유역분수계의 공간적 특징을 효율적으로 표현할 수 있는 '산줄기 지로'의 개념을 제시하는 것이 목적이다. '산줄기 지도'란 지표면에서 일정한 고도를 가지면서 산으로 인식될 수 있는 지점들을 연결한 선을 표시한 지도이다. 이 연구에서는 먼저 우리 사회에서 전통적인 산지 인식체계로 알려져 있는 백두대간 체계가 한반도의 산지특성과 유역분수계를 얼마나 정확하게 설명하고 있는지 에 대한 검증을 실시하였다 백두대간 체계는 유역분수계의 특성을 파악하거나 산지의 연속성을 명확하게 제시하는 목적에 사용되기에는, 1)유역분수계 구분의 대표성 결여, 2)유역분수계 표현의 부정확성, 3) 산지 표현의 대표성 결여, 그리고 4) 지정학적 측면에서의 문제점 등을 안고 있다. 이러한 문제점들을 극복하기 위해 한반도의 산지와 유역분수계의 공간적 분포 특성을 정량적으로 분석하였다. 그 결과를 토대로 한반도의 산지 분포를 유역분수계의 관점 에서 계층화하여 산줄기 지도를 제시하였다. 제시된 산줄기 지도에서는 한반도에서 유역 면적이 $5,000km^2$ 이상 되는 유역분지의 분수계 중에서, 고도가 100m 이상이 되는 지점들을 연결한 선을 1차 산줄기로 규정하였다. 그 다음 차수의 산줄기들은 기준 유역면적을 매 차수마다 반분하여 산줄기를 그릴 수 있도록 설계하였다. 이 과정에서 각 차수의 산줄기 가 표현할 수 있는 각종 지형학적 특성을 제시하는 경험공식들을 개발하였다. 이러한 과정을 통해 한반도 전체 산줄기 의 분포와 특성을 필요한 목적과 표현하려는 지도의 축적에 따라 계층적으로 표현할 수 있는 토대를 마련하였다. 이 지도는 유역분수계에 근거했다는 점에서 산경표의 산줄기 체계와 유사성을 지니고 있으나, 근대 지형학의 관점에서 산지의 규모와 연속성을 보다 체계적으로 해석한 것이다. 제시된 산줄기 체계는 산지의 형성작용과 그 과정을 설명하는 교육적인 모형인 산맥체계와 뚜렷이 구별된다는 점을 유념할 필요가 있다.

대규모 지진해일로 인한 침수 및 배수 시스템 프레임워크에 대한 연구 (Flooding and recovery system framework for Tsunami)

  • Lee, Sun Kee
    • 시스템엔지니어링학술지
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    • 제8권2호
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    • pp.47-55
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    • 2012
  • Tsunami disaster, which ruined Japan Fukushima nuclear power plant sites in 2011 March, has raised not only the perception of that Tsunami and/or large scale flooding possibly surpass the design baselines for industry facilities and plants, but also the necessity to establish recovery system against flooding. This study suggests the framework for flooding and drainage system in compliance with flooding and drainage concept to define and identify requirements, functions, and components of the system with traceable relations. The framework with combination to CMMI engineering process is the base of corresponding high level system design.

Evaluation and Application of Retention Aids for Papermaking System Closure

  • Lee, Hak-Lae;Sung, Yong-Joo;Youn, Hye-Jung;Kim, Yong-Sik;Oh, Jong-Ik
    • 펄프종이기술
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    • 제30권4호
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    • pp.11-17
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    • 1998
  • Reducing the effluent discharge from a paper mill is urgently needed due to tightening environmental regulations and economic reasons. For a paper mill to respond to system closure it is required to adopt the best practical retention system that enables the mill to improve fines retention and drainage. In this study, effects of various retention agents on fines retention, drainage and formation were examined using linerboard stock in the laboratory. Among the retention aids tested, high molecular weight cationic polyacrylamides showed good efficiency both in retention and drainage. On the other hand, high charge density, low molecular weight polymeric retention aids showed little improvement both in retention and drainage. The best retention system selected from the laboratory experiment was applied on a paper machine producing linerboard to evaluate its effect on papermaking system closure.

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대구경 관로의 배수시간 산정을 위한 수치해석 기법 (A Numerical Method to Calculate Drainage Time in Large Transmission Pipelines Filter)

  • 신병호;최두용;정관수
    • 상하수도학회지
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    • 제31권6호
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    • pp.511-519
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    • 2017
  • Multi-regional water supply system, which installed for supplying multiple water demands, is characterized by large-sized, long-distance, tree-type layout. This system is vulnerable to long-standing service interruption when a pipe breaks is occurred. In this study, a numerical method is proposed to calculate drainage time that directly affects time of service interruption. To begin with, governing equations are formulated to embed the delayed drainage effect by the friction loss, and to resolve complicated connection of pipelines, which are derived from the continuity and energy equations. The nonlinear hydraulic equations are solved by using explicit time integration method and the Newton-Raphson method. The developed model is verified by comparing the result with analytical solution. Furthermore, the model's applicability is validated by the examples of pipelines in serial, in parallel, and complex layout. Finally, the model is utilized to suggest an appropriate actions to reduce the deviation of draining time in the C transmission line of the B multi-regional water supply system.

Application of Synthetic Mineral Microparticles with Various Metal Species

  • Lee, Sa-Yong;Hubbe, Martin A.
    • 펄프종이기술
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    • 제40권5호
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    • pp.1-10
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    • 2008
  • Synthetic mineral microparticles (SMM) is a patented system which has been developed to promote drainage of water and retention of fine particles during papermaking. It is shown in patents that the SMM system can have advantages in both of drainage and retention, compared with montmorillonite (bentonite), which is one of the most popular materials presently used in this kind of application. Turbidity and gravity drainage time were measured using a Britt-Jar test with representative SMM formulations, in order to confirm the efficacy of SMM covering a wide range of compositions and discover effects of some key variables that have the potential to lead to unexpected advantages in terms of the effectiveness of the microparticles, when used in combination with a cationic polyacrylamide treatment of papermaking furnish. An iron silicate showed highest retention performance, as well as suitably fast drainage time relative to other metal silicate and bentonite. Zinc silicate improved retention and drainage. SMM synthesized from aluminum sulfate ($Al_2(SO_4){_3}$) did not show a benefit in retention and drainage, relative to bentonite. SMM synthesized from aluminum chloride ($AlCl_3$) performed better in drainage and retention than bentonite when the Al/Si ratios were 0.76 and 1.00. It was found that when the Al/Si ratio and neutralization are considered, pH variation due to the change of Al/Si ratio can be a key factor to control the size of primary metal silicate particles and the degree of coagulation of the primary particles.

고지 재생 연구(제1보) : -배합효소처리에 의한 라이너지의 탈수성 및 강도 개선- (Recycling of Wastepapers (I) : -Improvement of Drainage and Strength Properties of Testliner Through the Blended Enzyme Treatment-)

  • 김정은;류정용;신종호;오세균
    • 펄프종이기술
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    • 제30권3호
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    • pp.22-28
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    • 1998
  • The blended enzymes were applied for OCC recycling system to use the selective activities of various enzymes. Cellulase and hemicellulase were very effective in terms of the strength of recycled paper The effect of the addition of amylase on the drainage improvement indicates that the starch, which was used as an adhesive of corrugated container, deteriorates the drainage property in OCC recycling system. From the result of Scheffe's analysis, the combination of cellulase and amylase (50/50, w/w) were the most effective in improving the drainage properties with increased strength.

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