• 제목/요약/키워드: 강변 여과

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Geochemical Characteristics of Groundwater during the Constant and Step-drawdown Pumping Tests at the River Bank Filtration Site (장기 및 단계 양수시험 시 강변여과 지하수의 수질변화 특성)

  • Kim, Gyoobum;Shin, Seonho;Kim, Byungwoo;Park, Joonhyung
    • Journal of the Korean GEO-environmental Society
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    • 제14권8호
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    • pp.11-21
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    • 2013
  • In-situ test to find the change of $Fe^{2+}$ and $Mn^{2+}$ concentrations and ion contents in groundwater was conducted during two pumping tests at the riverbank filtration site, where is the riverine area of the Nakdong River in Changnyeong-Gun. Groundwater was sampled at one pumping well and 10 monitoring wells during a 5 steps drawdown pumping test with the rates from $500m^3/day$ to $900m^3/day$ and a constant pumping test with $800m^3/day$. The change in ion concentration of groundwater was more remarkable during a step drawdown pumping test than a constant pumping test. Especially, the decrease in $Fe^{2+}$ and $Mn^{2+}$ concentrations was distinct in a step drawdown pumping test and it happens predominantly along the direction that the radius of pumping influence was small due to a good aquifer connectivity to a pumping position. The precipitation and the oxidation of iron and manganese were caused by an air inflow and a disturbance in groundwater flow due to an abrupt change in pumping rate. The pumping rate and spatial distribution of an aquifer around a pumping well need to be considered as an important factor for the development of in-situ iron and manganese treatment technology.

Characterization of Groundwater Flow to Horizontal or Slanted Well Using Numerical Modeling (수치 모사를 활용한 수평 혹은 경사형 특수 정호 지하수 흐름 특성 평가)

  • Kim, Hyoung-Soo
    • Journal of Soil and Groundwater Environment
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    • 제13권2호
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    • pp.54-61
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    • 2008
  • The drawdown distribution due to pumping by horizontal or slanted wells is analyzed by numerical modelling. In the numerical modelling uses 1-D discrete element feature included in commercial groundwater modeling program FEFLOW (version 5.1) and the results are compared with the semi analytic solution which uses superposition of successive point sources proposed by Zhan and Zlotnik (2002). Results of the numerical modeling agree well with the semi analytic solution except for very near field region of sink sources. The drawdown distribution due to pumping in riverbank filtration(RBF) plan site can be evaluated quantitatively by the numerical modeling in this study.

Riverbank Filtration Well Development for a Heat Source/Sink of Ground Water Heat Pumps (시설원예 냉난방을 위한 온도차에너지 열원용 충적대수층 강변여과수 개발)

  • Cho, Yong;Lee, Nam Young;Lee, Song Ee;Moon, Jong-Pil
    • 한국신재생에너지학회:학술대회논문집
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    • 한국신재생에너지학회 2010년도 춘계학술대회 초록집
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    • pp.171.1-171.1
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    • 2010
  • Riverbank filtration wells have been developed to supply a heat source/sink of water in the alluvium aquifer to ground water heat pumps for cooling and heating of a green house. In order to look for an appropriate site to carry out the research, two sites of Jinju and Gumi areas were investigated. In the results of the electrical resistivity surveys, Jinju and Gumi areas have the alluvium aquifer in the depth of 6~17 m and 10~20 m under the ground respectively. Two boreholes have been drilled in each site of both areas. The averaged water level at Jinju site is about 3 m under the ground, and 3.5 m and 6.5 m of sandy gravel aquifer layers are existed in each site. While Gumi site has 10 m water level and 2.5 m and 4.6 m of sandy gravel aquifer. Therefore, it is expected that $1,000m^3$/day of water could be withdrawn at Jinju site rather than Gumi site.

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A Study on Application of The Available Geothermal Energy From Riverbank(including Alluvial and Riverbed deposits) Filtration (강변여과수(충적층 및 하상)의 열원을 이용한 지열에너지 활용에 관한 연구)

  • Kim, Hyoung-Soo;Jung, Woo-Sung;Ahn, Young-Sub;Hwang, Ki-Sup
    • Proceedings of the SAREK Conference
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    • 대한설비공학회 2006년도 하계학술발표대회 논문집
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    • pp.209-214
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    • 2006
  • In this study, application of groundwater thermal energy by use of riverbank filtration(RBF) system is reviewed and checked as an energy resources. Also, the cooling and heating system using RBF was developed in Chang-Won Waterwork site to examine the feasibility in real operation of the system. We estimates the roughly overall energy obtained from RBF system if the system is used in cooling and heating. The water temperature and room temperature have been monitored to evaluate the efficiency of the system and the preliminary results show that the geothermal energy obtained by RBF could be adopted in cooling and heating energy source efficiently.

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Optimum Number of Investigation Wells for the Yield Estimation of a Radial Collector Well in the Riversides (하천변 방사형집수정의 취수량 산정을 위한 조사공의 적정 개수 설정 연구)

  • Choi, Myoung-Rak;Hwang, Tae-Wong;Kim, Gyoo-Bum
    • Proceedings of the Korea Water Resources Association Conference
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    • 한국수자원학회 2020년도 학술발표회
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    • pp.289-289
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    • 2020
  • 국내에서 강변여과수는 1990년대 말 이후 기술개발이 지속적으로 이루어져 왔으나, 아직까지도 방사형집수정의 적정 취수량 결정에 필요한 조사 및 설계 단계에서의 적정 조사물량에 대한 기준이 마련되어 있지 않은 실정이다. 방사형집수정 1기당 취수량 결정은 경험식에 의한 방법과 수치모델링에 의한 방법을 병행하여 이루어지고 있으나, 취수량 평가에 가장 중요한 수리전도도(k)의 오차로 인하여 설계단계에서 추정한 취수량과 시공 이후의 취수량에 차이가 존재하고 이로 인한 다양한 논쟁이 존재하고 있다. 본 연구에서는 경기도 안성천에서 시공된 방사형집수정의 사례를 토대로 조사단계에서의 적정 시추공의 갯수를 제시하고자 하였다. 수평정의 2m 간격으로 채취된 토양 및 총 8공의 시추공에서 채취된 토양 등 총 164개의 입도분석 자료를 이용하여 대표요소면적(Representative elementary area, REA)의 개념을 적용하여 적정 조사공의 갯수를 분석한 결과, 안성천 방사형집수정 규모의 경우에는 1기당 6~7개의 조사공이 필요함을 도출하였다. 본 연구에서는 경기도 안성천의 사례를 토대로 수행한 만큼 향후 낙동강 등 타 지역의 사례를 토대로 확인되고 검증된다면 강변여과수의 조사 기준으로서 활용될 수 있을 것이다.

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A study on pollutants removal characteristics of domestic riverbed filtration and riverbank filtration intake facilities (국내 복류수 및 강변여과수 취수시설의 오염물질 제거특성에 관한 연구)

  • Chan-woo Jeong;Sun-ick Lee;Sung-woo Shin;Chang-hyun Song;Bu-geun Jo;Jae-won Choi
    • Journal of Korean Society of Water and Wastewater
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    • 제37권5호
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    • pp.281-288
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    • 2023
  • This study was performed to evaluate the pollutants removal characteristics of two types of RBFs(Riverbank filtration, Riverbed filtration) intake facilities installed in Nakdong River and in Hwang River respectively. The capacity of each RBF is 45,000 m3/d for riverbank filtration intake facility and 3,500 m3/d for riverbed filtration intake facility. According to data collected in the riverbank filtration site, removal rate of each pollutant was about BOD(Biochemical Oxygen Demand) 52%, TOC(Total Organic Carbon) 57%, SS(Suspended Solids) 44%, Total coliforms 99% correspondingly. Furthermore, Microcystins(-LR,-YR,-RR) were not found in riverbank filtered water compared to surface water in Nakdong River. DOC(Dissolved Organic Carbon) and Humics which are precursors of disinfection byproduct were also reported to be removed about 59% for DOC, 65% for Humics. Based on data analysis in riverbed filtration site in Hwang River, removal rate of each contaminant reaches to BOD 33.3%, TOC 38.5%, SS 38.9%, DOC 22.2%, UV254 21.2%, Total coliforms 73.8% respectively. Additionally, microplastics were also inspected that there was no obvious removal rate in riverbed filtered water compared to surface water in Hwang River.

Geochemical Study on the Alluvial Aquifer System of the Nakdong River for the Estimation of River Bank Filtration (강변여과수 개발을 위한 낙동강 충적층 지하수의 지구화학적 특성연구)

  • 김건영;고용권;김천수;김형수;김성이
    • The Journal of Engineering Geology
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    • 제13권1호
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    • pp.83-105
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    • 2003
  • Geochemical studies on the alluvial aquifer system near the Nakdong River were carried out for the basic investigation of the estimation of artificial recharge for the river bank filtration. In-situ data do not show any distinct difference between the pumping well and river. Most of waters belong to $_3$ and Ca-$SO_4$ types and show high Mn concentration. In the borehole installed with Multi-Ca-HCOPacker (MP) system, Na, Ca, Mg, $HCO_3$ contents of the groundwater are increased with depth increasing. Cl and $SO_4$ contents of the groundwater show the lowest values at the bottom level (18m depth) and Mn content is very high at the middle level (13.5 m depth) of MP system. There is no distinct difference in the ${\delta}^{18}O$ and D values and tritium content between MP, borehole and surface water samples. The sulfur isotope data indicate that the possible sulfur source is dissolution of sulfate mineral from sedimentary rock. Strontium isotope ratio shows a little differences between the pumping well and observation borehole samples. Nitrogen isotope data indicate that the nitrogen of water samples is originated from fertilizer or organic materials.