• Title/Summary/Keyword: Recharge area

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A Joint Application of DRASTIC and Numerical Groundwater Flow Model for The Assessment of Groundwater Vulnerability of Buyeo-Eup Area (DRASTIC 모델 및 지하수 수치모사 연계 적용에 의한 부여읍 일대의 지하수 오염 취약성 평가)

  • Lee, Hyun-Ju;Park, Eun-Gyu;Kim, Kang-Joo;Park, Ki-Hoon
    • Journal of Soil and Groundwater Environment
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    • v.13 no.1
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    • pp.77-91
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    • 2008
  • In this study, we developed a technique of applying DRASTIC, which is the most widely used tool for estimation of groundwater vulnerability to the aqueous phase contaminant infiltrated from the surface, and a groundwater flow model jointly to assess groundwater contamination potential. The developed technique is then applied to Buyeo-eup area in Buyeo-gun, Chungcheongnam-do, Korea. The input thematic data of a depth to water required in DRASTIC model is known to be the most sensitive to the output while only a few observations at a few time schedules are generally available. To overcome this practical shortcoming, both steady-state and transient groundwater level distributions are simulated using a finite difference numerical model, MODFLOW. In the application for the assessment of groundwater vulnerability, it is found that the vulnerability results from the numerical simulation of a groundwater level is much more practical compared to cokriging methods. Those advantages are, first, the results from the simulation enable a practitioner to see the temporally comprehensive vulnerabilities. The second merit of the technique is that the method considers wide variety of engaging data such as field-observed hydrogeologic parameters as well as geographic relief. The depth to water generated through geostatistical methods in the conventional method is unable to incorporate temporally variable data, that is, the seasonal variation of a recharge rate. As a result, we found that the vulnerability out of both the geostatistical method and the steady-state groundwater flow simulation are in similar patterns. By applying the transient simulation results to DRASTIC model, we also found that the vulnerability shows sharp seasonal variation due to the change of groundwater recharge. The change of the vulnerability is found to be most peculiar during summer with the highest recharge rate and winter with the lowest. Our research indicates that numerical modeling can be a useful tool for temporal as well as spatial interpolation of the depth to water when the number of the observed data is inadequate for the vulnerability assessments through the conventional techniques.

Examination for Efficiency of Groundwater Artificial Recharge in Alluvial Aquifer Near Nakdong River of Changweon Area, Korea (창원지역 낙동강 하천수와 주변 충적층을 이용한 지하수 인공함양의 효율성 평가)

  • Moon, Sang-Ho;Ha, Kyoochul;Kim, Yongcheol;Koh, Dong-Chan;Yoon, Heesung
    • Economic and Environmental Geology
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    • v.47 no.6
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    • pp.611-623
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    • 2014
  • The alluvial aquifer, widely developed near the four major rivers such as Nakdong River, can be used effectively for groundwater artificial recharge and is expected to be the future water resources in Korea. This study is aimed at examining the impact of repeatedly injected river water into the riverside alluvial aquifer on injection rate or efficiency in its system at Changweon area. For this, injection tests were performed two times, first on June 19 and second on September 25 through October 9, 2013, and the mixing ratios of river water to groundwater were used as the tool to compare the efficiency of injection. The mixing ratios were evaluated by using electrical conductivities of injected river water (average $EC=303{\mu}S/cm$) and groundwater ($EC{\fallingdotseq}6,000{\mu}S/cm$) measured at 20 m depth of four observation wells installed 10 m apart from each injection well. The result shows the remarkable differences on two respects. First, in some observation well, detection time for incipient injection effect during $2^{nd}$ injection test was shown to be much slower than that of $1^{st}$ injection test. Second, the hourly increasing rate of mixing ratios in $2^{nd}$ test was revealed to be reduced much more than that of $1^{st}$ test. This means that the efficiency of injection was badly deteriorated by only 1,210 minute injection work. Therefore, injection water needs to be adequately treated beforehand and repeated pumping work and/or resting phase is needed afterwards. To a certain extent, the improvement of water quality in saline aquifer was verified in this system by injection tests.

Groundwater Investigation of the Cheonggyecheon Watershed Area

  • Choi, Doo-Hyung;Yang, Jea-Ha;Jun, Sung-Chun;Lee, Kang-Keun;Kim, Yoon-Young
    • Proceedings of the Korean Society of Soil and Groundwater Environment Conference
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    • 2004.04a
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    • pp.323-327
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    • 2004
  • The groundwater system of the Cheonggyecheon watershed is very complicated because it is influenced by many factors such as pumping out, groundwater leakages into subway stations, civil use of groundwater, and leaking water from water supply and sewage lines. So the characterization and evaluation of tile groundwater flow and contaminant transport in the Cheonggyecheon water system is quite a difficult task. The purpose of this study is to analyze of the influence to the 'groundwater' below the Cheonggyecheon watershed by the 'surface water' on the Cheonggyecheon stream after the restoration. We have so far collected groundwater quality data, hydrogeologic aquifer parameters, and tile amount of leakages into subway stations and its influence on the groundwater system of the Cheonggyecheon. Results show that groundwater level was influenced by the direction and depth of a 녀bway station. This study will continue to monitor groundwater quality, a water level fluctuation relation between rainfall and groundwater recharge for further investigation of the groundwater flow system in Cheonggyecheon.

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The Importance and Multifunctions of Korean Paddy Fields

  • Cho Young-Son;Lee Byeong-Jin;Choe Zhin-Ryong
    • KOREAN JOURNAL OF CROP SCIENCE
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    • v.51 no.2
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    • pp.179-185
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    • 2006
  • The Ministry of Agriculture and Forestry announced in 2001 that the overall amount of paddy land set aside for rice will be cut down by 12% by 2005, decreasing from 1.08 million to 953,000 hectares. When evaluating the value of paddy rice systems, the multi-function of paddy systems in the monsoon climate is vital importance. The main functions of paddy rice systems are to conserve biodiversity and maintain sustainability. Some crucial environmental benefits of the paddy rice systems include: flood prevention, recharge of water resources, water purification, soil erosion and landslide prevention, soil purification, landscape preservation and air purification. The paddy rice systems in Korea, which are more diverse than upland crop systems, are known to be composed of 14 orders, 36 families and 134 species. The sustain ability of paddy rice production systems can never be overestimated. Rice is part of the culture and even the heart of spiritual life in the area under the monsoon climate. Therefore paddy rice systems should be preserved with the highest priority being the enhancement of the systems' multi-function. As an outlook to future research, the need of joint and interdisciplinary research projects between economists and natural scientists at inland as well as international levels were emphasized in establishing the development of counter-measure logic through actual proofed analysis.

Improvement of Stream Water Quality by Applying Best Management Practices to Chungjudam Watershed using SWAT Model (SWAT 모형을 이용한 최적관리기법 적용에 따른 충주댐 유역의 하천수질 개선연구)

  • Yu, Yung-Seok;Park, Jong-Yoon;Shin, Hyung-Jin;Kim, Saet-Byul;Kim, Seong-Joon
    • Journal of The Korean Society of Agricultural Engineers
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    • v.54 no.1
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    • pp.55-62
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    • 2012
  • This study is to assess the reduction of nonpoint source pollution by applying Best Management Practice (BMP) in Chungju-dam watershed (6,585.1 $km^2$) using Soil and Water Assessment Tool (SWAT). The model was calibrated using 3 years (1998-2000) daily streamflow at 3 locations and monthly water quality of sediment (SS), total nitrogen (T-N) and total phosphorus (T-P) data at 2 locations and validated for another 3 years (2001-2003) data. The 5 BMPs of streambank stabilization, porous gully plugs, recharge structures, terrace, and contour farming were applied to stream and area with the specific criteria of previous researches. Through the parameter sensitivity analysis, the farming practice P-factor and Manning's roughness of stream were sensitive. Overall, the NPS reduction effect was high for streambank stabilization, terrace, and contour farming. At the watershed outlet, the SS, T-P, and T-N were reduced by 64.4 %, 62.8 % and 17.6 % respectively.

Groundwater system Investigation of the Cheonggyecheon watershed Area

  • Choi, Doo-Hyung;Yang, Jae-Ha;Jun, Seong-Chun;Lee, Kang-Keun;Kim, Yoon-Young
    • Proceedings of the Korean Society of Soil and Groundwater Environment Conference
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    • 2004.09a
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    • pp.326-329
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    • 2004
  • The groundwater system of the Cheonggyecheon watershed is very complicated because it is influenced by many factors such as pumping out, groundwater leakages into subway stations, civil use of groundwater, and leaking water from water supply and sewage lines. So the characterization and evaluation of the groundwater flow and contaminant transport in the Cheonggyecheon water system is quite a difficult task. The purpose of this study is to analyze the influence on the‘groundwater’ below the Cheonggyecheon watershed by the‘maintenance water’on the Cheonggyecheon stream after the restoration. We have so far collected groundwater quality data, hydrogeologic aquifer parameters, and the amount of leakages into subway stations and its influence on the groundwater system. Results show that groundwater level was influenced by the direction and depth of subway tunnel. This study will continue to monitor groundwater quality, a water level fluctuation relation between rainfall and groundwater recharge for further investigation of the groundwater flow system in the Cheonggyecheon watershed.

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Basic Study for Securing Stable Water Resources in Coastal Area (해안지역 안정적 수자원 확보를 위한 기초적 연구)

  • Koh, Byoung-Ryoun;Oh, Young-Hun;Ahn, Seung-Seop
    • Journal of Environmental Science International
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    • v.23 no.12
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    • pp.1977-1985
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    • 2014
  • Many countries around the world are amplifying interest and studies on irrigation, flood control and environment with concern on serious water problems. Especially for irrigation in water supply vulnerable areas such as coastal areas - islands, business on underwater resource security facilities are promoted to secure stable water resources due to development of society and increase of life quality. Also, various policies such as reuse of leaking underwater, utilization of underwater at waterfront, and artificial recharge, etc are planned and designed. In order to develop small sized underwater resource secure technology, verification of seawater-freshwater interface is executed and how the balance between these will develop is a great interest of coastal areas - islands. In this study, seawater-freshwater interface behavior analysis experiment was conducted while reflecting properties of coastal areas - islands and executed hydraulic similitude of saltwater intrusion form control technology on abstraction.

Relation between lineament and well productivity (지질구조선과 지하수 산출성간의 상관성 평가)

  • Kim Gyu-Beom;Lee Gang-Geun;Lee Jang-Ryong
    • Proceedings of the Korean Society of Soil and Groundwater Environment Conference
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    • 2005.04a
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    • pp.85-89
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    • 2005
  • Lineament maps are the important tools that may reveal points of groundwater recharge, flow and development. In particular, groundwater flows and yields in mountainous area, composed of crystalline rocks with many fractures, are governed mainly by the lineaments corresponding to fractures, joints and faults. Lineaments may give important information on the best distribution of wells and their management. For two districts; Pohang and Cheonan, the relationship between lineament and groundwater factors was analyzed. To compare groundwater productivity, storativity, and transmissivity of a well site along the distance to lineament, the distances to lineament was regrouped into five groups with an equal range, 100m, for the Pohang district and they are also divided into five groups with an equal range, 150m, for the Cheonan district. From the results of the Spearman Rank Correlation Analysis and Kendall Analysis for each group, the means of SPC and T of wells which are located near lineaments generally have large values. The means of SPC and T show a reverse linear relationship with a lineament distance, but the means of S shows a disperse distribution and no distinct linear relation. Result of the linear regression model between SPC and lineament length density shows that it will be effective to use the lineament length density map when finding the optimal well site on a regional scale.

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Estimation of the Available Amount of Groundwater in South Korea : 2. Application of Five Major River Basins (우리나라 지하수 개발가능량 추정 : 2. 5대강 유역에의 적용)

  • 박창근
    • Journal of the Korean Society of Groundwater Environment
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    • v.3 no.1
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    • pp.21-26
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    • 1996
  • The amount of the annual groundwater recharge for the five major river basins in South Korea is estimated to be 9,000 million cubic meters for one groundwater hydrologic year, of which amount corresponds to the available amount of groundwater. It is proposed from the analysis of hydrographs that the groundwater hydrologic year stare at the end of February. The basin which affects the groundwater outflow behaves as being homogeneous in the macroscopic sense, because recession coefficients(k) are independent of the basin area and nearly constant. Also, the curve of April goundwater recession decreases more steeply than that of September groundwater recession, because of the larger amount of evapotranspiration during the period of April groundwater recession.

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Groundwater Recharge to Daegu Area (대구지역의 지하수 함양량)

  • Lee, Seung-Hyun;Kim, Yong-Ho;Bae, Sang-Keun
    • Proceedings of the Korea Water Resources Association Conference
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    • 2007.05a
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    • pp.498-502
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    • 2007
  • 대구지역은 최근 30년간(1974년${\sim}$2003년)의 연평균 강수량이 1,065.3mm로 전국 평균의 1,305mm보다 상당히 적으며 특히 연강수량의 약 68%가 6월${\sim}$9월중에 집중되고 있다. 수자원 현황이 다른 지역에 비하여 열악하지만 용수수요량은 지속적으로 증가하고 있어 지표수의 이용만으로 용수수요를 만족하기에는 부족한 실정이며 지하수의 적절한 개발이 불가피한 실정이다. 용수수요의 충족을 위해서는 물공급 시스템의 중요한 요소로 평가되는 지하수의 체계적인 관리와 효율적인 운영이 필요하며 이를 위해서 대상지역에 대한 지하수함양량의 파악이 우선적으로 이루어져야 한다. 지하수함양량은 강수양상, 토양특성과 토지이용상태 등에 크게 영향을 받음으로 이에 의한 영향을 고려할 수 있는 NRCS-CN방법을 이용하여 1996${\sim}$2005년간의 최근 10년간의 지하수함양량을 산정하였다. 지하수함양량 산정결과 연평균 1,183.8mm의 강우량에 대하여 연평균 지하수함양량이 291.8mm, 연평균 함양률이 24.7%로 나타났다. 계절별 연평균 함양량과 함양률을 산정한 결과 여름철에는 평균 679mm의 강우량이 발생하였으며 동기간의 평균 지하수함양량이 186mm, 평균 함양률이 27%로 나타났다. 겨울철에는 평균 56mm의 강우량이 발생하였으며 평균 지하수함양량은 6mm, 평균 지하수함양률이 10%로 나타났다. 따라서 강수에 의한 지하수함양량은 유역특성 뿐만 아니라 강수특성에도 많은 영향을 받고 계절적 요인도 작용한다는 것을 알 수 있었다.

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