• Title/Summary/Keyword: potential amount of groundwater development

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A Method of Estimating Conservative Potential Amount of Groundwater (보수적 지하수 개발가능량 산정 방안)

  • Chung, Il-Moon;Kim, Nam Won;Lee, Jeongwoo;Lee, Jeong Eun
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.34 no.6
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    • pp.1797-1806
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    • 2014
  • By far, groundwater management has been conducted by 'safe yield' policy based on the estimation of annual average of groundwater recharge throughout the world. However, as groundwater recharge show spatiotemporal variation, dynamic analysis must be carried out to evaluate the sustainable groundwater resources. In this study, an integrated surface-groundwater model, SWAT-MODFLOW was used to compute the spatial distribution of groundwater recharge in Gyungju region. Frequency analysis is adopted to evaluate the existing values of potential amount of groundwater development which is made by the 10 year drought frequency rainfall multiplied by recharge coefficient. The conservative methods for estimating recharge rates of 10 year drought frequency in subbains are newly suggested and compared with the existing values of potential amount of groundwater development. This process will promote the limitations for existing precesses used for computing potential amount of groundwater development.

Evaluation of Potential Amount of Groundwater Development in Chungju Basin by Using Watershed Hydrologic Model and Frequency Analysis (유역수문모형과 빈도해석을 이용한 충주댐 상류유역 지하수 개발가능량의 평가)

  • Lee, Jeong-Eun;Kim, Nam-Won;Chung, Il-Moon;Lee, Jeong-Woo
    • Economic and Environmental Geology
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    • v.41 no.4
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    • pp.443-451
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    • 2008
  • Memon(1995) pointed out that the groundwater recharge from the precipitation is affected by various factors such as the occurrence, intensity, duration, and seasonal distribution of rainfall; air temperature, humidity, and wind velocity; the character and thickness of the soil layer above the water table; vegetated cover, soil moisture content, depth to the water table, topography; and land use. To reflect above factors, groundwater recharge in Chungju basin is computed by using the SWAT-K which is a longterm continuous watershed hydrologic model. Frequency analysis is adopted to evaluate the existing values of potential amount of groundwater development which is made by the 10 year drought frequency rainfall multiplied by recharge coefficient. In this work, the recharge rates of 10 year drought frequency in subbains were computed and compared with the existing values of potential amount of groundwater development. This process could point out the problems of existing precesses used for computing potential amount of groundwater development.

Estimation of the Available Amount of Groundwater in South Korea: 1. Development of the Method (우리나라 지하수 개발가능량 추정: 1. 개념 정립과 기법의 개발)

  • 박창근
    • Journal of the Korean Society of Groundwater Environment
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    • v.3 no.1
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    • pp.15-20
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    • 1996
  • The potential and the available amount of groundwater are defined precisely based on the hydrologic concept, of which terms are prescribed but not defined in the groundwater law. A simple method to estimate the available amount of groundwater is proposed by the comparison and analysis of the previous methods. The proposed method is based on separations of the groundwater components from the hydrograph for the recession period and the recharge period, and may be applied to the hydrograph analysis consistently.

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Assessment of Available Coastal Groundwater Resources Using Strack's Single-potential Analytical Solution (Strack의 단일 포텐셜 해석해를 이용한 해안지하수 개발가능량 평가)

  • Cui, Lei;Lee, Chang-Hae;Park, Nam-Sik
    • Journal of Korea Water Resources Association
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    • v.41 no.1
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    • pp.27-34
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    • 2008
  • Groundwater development in coastal areas induces saltwater intrusion. In many cases amount of groundwater resources available for development is limited by a pre-specified limit of additional saltwater intrusion. In this paper a simple equation is developed to assess available groundwater resources which depends on the constraint of acceptable additional saltwater intrusion. Strack#s single-potential analytical solution is used to derive the equation. Available groundwater increases as more additional intrusion is allowed. However, critical points limit both the maximum pumping rate and the allowed saltwater intrusion limit. The equation is presented in the form of design curves from which the maximum pumping rate can be read off quickly. The equation and the design curves are suitable for preliminary estimation of available groundwater resources in coastal areas.

Groundwater Hydrological Study of Silla Well in Gyeongju (경주 신라우물의 지하수 수문학적 연구)

  • Bae, Sang Keun
    • Journal of Environmental Science International
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    • v.25 no.1
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    • pp.99-105
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    • 2016
  • In this paper, a groundwater hydrological study of the Gyeongju well during the Silla period is conducted to investigate how sufficiently the Gyeongju well supplied water demand at the time. It is assumed that the current geology and soil condition in Gyeongju remain similar to the Silla period. Also, the land use and land coverage during the Silla period is estimated based on the current land condition in Gyeongju. Precipitation during the Silla period is analyzed using precipitation data from 1984 to 2014 provided by Gyeonju weather station. Precipitation analysis is applied based on 3 different scenarios; precipitation intensity during the Silla period was Case (1) the same as, Case (2) 30% more, and Case (3) 30% less than the precipitation intensity of the last decade (2005~2014). Furthermore, to observe the use of the well in Gyeongju during droughts, the following condition(Case (4)) is also considered; ten year drought during the Silla period was the same as the ten year drought from 1984 to 2014. Available amount of groundwater development is analyzed using NRCS-CN method. The results show that the potential amount of groundwater in Gyeongju during Silla era was for Case (1) $62,825,272m^3/year$, Case (2) $93,606,567m^3/year$, Case (3) $32,277,298m^3/year$, and Case (4)$32,870,896m^3/year$. Also, it has been shown that $45,260,000m^3$ of groundwater were required to supply to all households in Gyeongju during Silla era. Therefore, if the precipitation intensity during Silla era was similar with the last decade, the groundwater would provide enough supply to all households in Gyeongju. However, in the case that the precipitation intensity during Silla era was 30% less than the last decade or a ten year drought happened, it is predicted that the water use in Gyeongju would have been limited.

A Method to Estimate the Cell Based Sustainable Development Yield of Groundwater (셀기반 지하수 개발가능량 산정기법)

  • Chung, Il-Moon;Kim, Nam Won;Lee, Jeongwoo;Na, Hanna;Kim, Youn-Jung;Park, Seunghyuk
    • Economic and Environmental Geology
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    • v.47 no.6
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    • pp.635-643
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    • 2014
  • Sustaiable development yield of groundwater in Korea has been determined according to 10 year drought frequency of groundwater recharge in the standard mid-sized watershed or relatively large area of district. Therefore, the evaluation of groundwater impact in a small watershed is hard to apply. Fot this purpose, a novel approach to estimate cell based sustainable development yield of groundwater (SDYG) is suggested and applied to Gyeongju region. Cell based groundwater recharge is computed using hydrological component analysis using the SWAT-MODFLOW which is an integrated surface water-groundwater model. To estimate the potential amount of groundwater development, the existing method which uses 10 year drought frequency rainfall multiplied by recharge coefficient is adopted. Cell based SDYGs are computed and summed for 143 sub-watersheds and administrative districts. When these SDYGs are combined with groundwater usage data, the groundwater usage rate (total usage / SDYG) shows wide local variations (7.1~108.8%) which are unseen when average rate (24%) is only evaluated. Also, it is expected that additional SDYGs in any small district could be estimated.

Development of an Efficient Method to Evaluate the Optimal Location of Groundwater Dam (최적의 지하댐 입지 선정을 위한 효율적 평가 방법 개발)

  • Jeong, Jina;Park, Eungyu
    • Economic and Environmental Geology
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    • v.53 no.3
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    • pp.245-258
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    • 2020
  • In this study, a data-driven response surface method using the results acquired from the numerical simulation is developed to evaluate the potential storage capacity of groundwater due to the construction of a groundwater dam. The hydraulic conductivities of alluvium and basement rock, depth and slope of the channel are considered as the natural conditions of the location for groundwater dam construction. In particular, the probability models of the hydraulic conductivities and the various types of geometry of the channel are considered to ensure the reliability of the numerical simulation and the generality of the developed estimation model. As the results of multiple simulations, it can be seen that the hydraulic conductivity of basement rock and the depth of the channel greatly influence to the groundwater storage capacity. In contrast, the slope of the channel along the groundwater flow direction shows a relatively lower impact on the storage capacity. Based on the considered natural conditions and the corresponding numerical simulation results, the storage capacity estimation model is developed applying an artificial neural network as the nonlinear regression model for training. The developed estimation model shows a high correlation coefficient (>0.9) between the simulated and the estimated storage amount. This result indicates the superiority of the developed model in evaluating the storage capacity of the potential location for groundwater dam construction without the numerical simulation. Therefore, a more objective and efficient comparison for the storage capacity between the different potential locations can be possibly made based on the developed estimation model. In line with this, the proposed method can be an effective tool to assess the optimal location of groundwater dam construction across Korea.

Phytoremediation of 2,4,6-trinitrotoluene by Abutilion avicennae (어저귀에 의한 2,4,6-trinitrotoluene의 식물상 복원공법)

  • 배범한;김선영;이인숙;장윤영
    • Proceedings of the Korean Society of Soil and Groundwater Environment Conference
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    • 2001.04a
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    • pp.38-41
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    • 2001
  • It has been reported that some plants have the potential to metabolize the 2,4,6-trintroluene (TNT) in contaminated soils, sediments and natural water. In this study, the effects of TNT on germination and early seedling development of Abutilion avicennae was characterized in a germination test. Concentration up to 80 mg/L TNT did not affect germination but root and shoot growth, and fresh biomass decreased as TNT concentration increased. A series of axenic hydroponical batch culture of Abutilion avicennae at various initial TNT concentration was used to determine its transformation kinetics, to identify products formed, and to evaluate phytotoxic effects on the TNT transformation process. At higher initial TNT concentrations, TNT removal rate constant decreased, however, total amount of TNT removed was increased in the culture media. Reductive transformation products of TNT were not detected in the plant culture media but higher concentrations of reduced metabolites were detected in the root and stem extracts of plant material at the 7 days of batch incubation. From these results we concluded that Abutilion avicennae has an intrinsic capacity for taking up and transforming TNT.

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Method of estimating potential amount of groundwater development by administrative district (시군구단위의 지하수 개발가능량 산정방안)

  • Chung, Il-Moon;Yoo, Sang-Yeon;Lee, Jeong-Woo;Kim, Nam-Won
    • Proceedings of the Korea Water Resources Association Conference
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    • 2008.05a
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    • pp.1924-1928
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    • 2008
  • 우리나라 지하수 관리 정책의 기조는 지속가능한 미래 청정 지하수의 체계적인 보전 및 관리 기반을 강화하는 것이다. 이를 위해 지하수의 지속적인 조사, 관측 및 체계적인 개발, 이용이 이루어지도록 추진중에 있다. 한편, 현재 우리나라의 지하수 개발가능량은 10년빈도 갈수시 소유역의 연간 함양량으로 정하고 있으며 이와 같은 기준은 1996년 지하수 관리 기본계획시 정해진 기준이다. 현재 우리나라의 지하수 함양량 산정은 기저유출분리법, 물수지 분석법, 지하수위 강하곡선법, 분포형 수문모형기법 중 한 가지를 사용하도록 기초조사 지침에 명기되어 있으며 함양량으로부터 개발가능량을 추론하고 있는 실정이다. 그러나 대부분의 결과는 주로 유역 규모의 연단위 대표 함양량을 추정하는 데 주안점을 두고 있어 개정지하수법 6조 2항에 의해 시군구 단위에서 수행하는 지역 지하수 관리 계획 수립과 같은 세부계획에는 활용이 어려운 것이 사실이다. 따라서 본 연구에서는 분포형 지표수-지하수 결합모형인 SWAT-MODFLOW 모형을 이용하여 10년 빈도 갈수년에 해당하는 함양량으로부터 시군구별 개발가능량을 산정하고 이를 지역의 이용수량과 비교하여 과부족을 평가할 수 있는 방안을 제시하였다.

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