• 한국지하수토양환경학회:학술대회논문집
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• 한국지하수토양환경학회 2000년도 추계학술대회
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• pp.270-274
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• 2000

We have developed the computer system with MOCT which is called "The Integrated National Groundwater Information system" since 1995 and now begin to supply the database and related informations for ground water by internet homepage. The integrated system is composed of four sub systems which are "Groundwater Information System", "DUREBAK", "Hydrogeologic Map Management System" and "Groundwater World Homepage". The local government offices use the "DUREBAK" program to manage the well development and maintenance. About 1,000,000 wells are managed in "DUREBAK" program and they submit the well database to MOCT every year. And now everyone can obtain the well data and other informations through internet homepage. We have set the standard process of data acquisition and management for ground water last four years.s of data acquisition and management for ground water last four years.

• 한국지하수토양환경학회지:지하수토양환경
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• 제16권5호
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• pp.53-66
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• 2011

Groundwater which infiltrated in recharge areas discharges in the forms of evapotranspiration, baseflow to streams, groundwater abstraction and eventually flows into the sea. This study characterized radon-222 concentration and electrical conductivity (EC) in coastal groundwater discharge, well groundwater, Ilkwang Stream water, and seawater in the coastal area of Busan Metropolitan City and subsequently estimated groundwater discharge rate to the sea. The median value of Rn-222 concentration is highest in well groundwater (18.36 Bq/L), and then decreases in the order of coastal groundwater discharge (15.92 Bq/L), Ilkwang Stream water (1.408 Bq/L), and seawater (0.030 Bq/L). The relationship between Rn-222 concentration and EC values is relatively strong in well groundwater and then in seawater. However, the relationship is not visible between coastal groundwater discharge and Ilkwang Stream water. The groundwater discharge rate to the sea is estimated as $3,130m^3$/day by using radon mass budget model and $16,788m^3$/day by using Darcy's law.

• 지질공학
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• 제29권2호
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• pp.123-136
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• 2019

본 연구는 비탈면의 불안정으로 인한 붕괴현상인 땅밀림 붕괴가 발생하는 지역에 지하수위 하강을 위한 집수정의 설치 효과를 평가하기 위해서 수행되었다. 비탈면은 지형, 지질적인 내적 특성과 강우와 지진 등 외적 요인의 불안정성이 증가하는 경우 붕괴현상이 유발된다. 우리나라는 우기의 강우 침투에 의하여 토층 내 지하수위가 증가하고, 이로 인한 간극수압의 형성 및 하중 증가로 인하여 붕괴현상이 발생된다. 토양 내 강우침투로 인한 비탈면의 붕괴로 산림훼손이 급증하고 있는 현실이다. 연구대상 비탈면은 계곡과 인접하여 위치하고 지형 형태상으로는 완경사지의 산록완경사면에 해당하고, 붕괴면 상부는 급경사지를 이루고 있다. 땅밀림이 발생되는 지형에 보강공사와 더불어 비탈면에 집수정 설치로 인한 지하수위 변화를 계측하였다. 계측자료를 통하여 집수정이 비탈면에 미치는 연관성을 분석하고자 집수정 설치 전 후의 지하수위-강우량 비를 산출하였으며, 분석 결과 집수정 설치로 지하수위-강우량 비가 증가하여 지하수위를 저하시키는 영향이 있음을 확인하였다. 선행강우량을 3일, 7일, 15일 기준으로 강우량에 따른 지하수위 변화를 분석한 결과, 전체적으로 지하수위가 높으면 지하수위-강우량 비 $r_p$가 작게 나타났으며 지하수위가 낮아지면 상대적으로 큰 값을 보였다. 또한 본 연구지역과 같이 집수유역이 큰 비탈면의 경우는 선행강우량이 지하수에 미치는 영향이 3일 < 7일 < 15일 선행강우량 순으로 나타났다.

• 한국수자원학회논문집
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• 제46권11호
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• pp.1079-1088
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• 2013

지하수 양수정의 위치는 대수층내 지하수 유동과 하천-대수층의 상호작용에 영향을 미치므로 효과적인 지하수 개발 이용 및 하천수 관리를 위해서는 개별적인 지하수 관정의 양수 위치에 따른 하천수량 변화를 정량적으로 분석하는 과정이 선행되어야 한다. 따라서 본 연구에서는 경기도 이천에 위치한 신둔천 유역에 대해서 단일 관정으로부터의 지하수 양수가 인근 하천구간에 미치는 영향을 지표수-지하수 통합모형 SWAT-MODFLOW를 이용하여 모의, 분석하였다. 유역내에 존재하는 지하수 관정들 중 임의로 50개를 선별하고 각각의 단일 관정의 양수로 인한 인접 및 하류부 하도 구간의 하천수 감소에 미치는 영향을 평가하였고, 특히 양수로 인한 하천 영향 판별 지표로 많이 사용되고 있는 하천고갈인자 및 하천바닥인자의 적용성을 검토하였다. 각각의 단일 관정의 지하수 양수 전 후의 하천유량을 비교한 결과 양수량 대비 하천수 감소량은 작게는 20% 미만에서 크게는 90%가 넘는 등 지역 및 하천-관정 이격거리에 따라 큰 차이를 나타내었다. 하천고갈인자와 하천바닥인자 모두 하천수감소량과는 상관성이 높지 않아 양수로 인한 하천에 미치는 영향을 판정하는 절대적인 기준이 될 수는 없는 것으로 분석되었다. 하지만, 하천-관정 이격거리가 약 500 m 이내인 경우에는 하천바닥인자는 하천 영향정도를 평가하는 지표로 사용이 가능할 것으로 분석되었다.

• 기술사
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• 제27권6호
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• pp.72-84
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• 1994

This is about an environmental study of groundwater interference by hydrodynamic dispersion between the well A and well C in Dongsam-dong, the Yeongdo Island, Pusan, Korea. The groundwater in the study wells come from the fracture zones deeply seated in welded lapilli rhyodacitic tuff of the Late Cretaceous Yucheon Group. The boring depth at the well A is 190 meters, and the optimal pumping rate of the well A is about 100 cubic meters per day therein. The fractured aquifers in impermeable welded tuff show the conjugate fracturing type and are of anisotropic. The aquifers along two fracture zones in the well A are 80 and 100 meters in depth, respectively. It is not suggested that those fractured aquifers are simply connected between the well A and C. The sea level fluctuation by ebb and high tides in a day is not effective to the groundwater table in the well A. The pumping for 15 days at the well A doesn't give rise to any changes of the groundwater levels in the neighbor well C. The radius of influence of the well A is measured as less than 200 meters. The measuring electric conductivity for the test of salt tracer doesn't testify any relationship between the well A and the well C. There is the main difference between the well A and the well C on the basis of the water analysis of those wells. the well A is located in the high content zone of salt much over the standard value for drinking, whereas the other wells B. C. D are in the low content area of salt below the standard value. It is elucidated for the high content zone of salt in Yeongdo around the well A to have been uplifted over 20 meters.

• 한국지하수토양환경학회:학술대회논문집
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• 한국지하수토양환경학회 2005년도 총회 및 춘계학술발표회
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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.

• 지질공학
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• 제15권4호
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• pp.391-405
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• 2005

포항시 흥해읍 일대 지하수의 수리 지화학적 특성 을 파악하기 위하여, 지표수, 천부지 하수 및 중간심도와 심부 지하수를 대상으로 수질 및 안정 동위 원소 분석 을 수행하였다. 심도별 수질 유형은 지표수 및 천부지하수는 Ca-Cl, 중간 심도는 $Na-HCO_3$, 심부지하수는 Na-Cl형이 우세하게 나타난다. $HCO_3^-$ $SiO_2$의 기원은 천부 지하수의 경우 규산염광물의 풍화에서, 심부지하수는 탄산염 광물의 풍화에서 생성되었다. Ca 및 Mg이 온은 천부 및 심부 모두 석회 석 및 백운석에서 기인한다. 천부 지하수의 $SO_4^{2-}$ 기원은 황철석에서 기인하는 것으로 나타난다 심도의 증가에 따라 pH 및 TDS는 증가하나, Eh및 DO는 감소하는 경향을 보인다. 알카리 금속(K, Na, Li.)은 심부로 갈수록 농도가 증가하나, 알카리 토금속(Mg, Ca) 및 AL은 천부로 갈수록 증가하는 양상을 보인다. 음이온인 할로겐 원소(F, Cl, Br) 및 $HCO_3^-$의 농도도 심부로 갈수록 증가함을 보인다. 산소 및 수소 안정동위원소 평균값은 심부 지하수는 평균값: ${\delta}^{18}O=-10.1\%_{\circ},\;{\delta}D=-65.8\%_{\circ}$, 중간심도는 평균값: ${\delta}^{18}O=-8.9\%_{\circ},\;{\delta}D=-59.6\%_{\circ}$ 천부 지하수는 평균값: ${\delta}^{18}O=-8.0\%_{\circ},\;{\delta}D=-53.6\%_{\circ}$지표수는 평균값: ${\delta}^{18}O=-7.9\%_{\circ},\;{\delta}D=-53.3\%_{\circ}$의 값을 각각 보인다.

• 한국지하수토양환경학회:학술대회논문집
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• 한국지하수토양환경학회 2003년도 추계학술발표회
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• pp.285-288
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• 2003

When the soil vapor extraction as a remediation method of contaminated soil and groundwater has been used, the effects of curtain wall, mode of pump operation were examined by numerical simulation. Consequently, it was found that the removal rate was enhanced in case that the curtain wall was established around the extraction well with the extraction pumps operated alternatively. It was because that the removal of high density gas around the extraction well was possible.

• 한국지하수토양환경학회지:지하수토양환경
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• 제19권4호
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• pp.1-11
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• 2014

Rural groundwater monitoring network has been managed by Korea Rural Community Corporation (KRC) since 1998. The network consists of two kinds of subnetworks; rural groundwater management network (RGMN) and seawater intrusion monitoring network (SIMN). RGMN has been operated to promote a sound and sustainable development of rural groundwater within the concerned area for groundwater quality and quantity. SIMN has been operated to protect the crops against hazards by the saline water in coastal areas in which the shortage of irrigation water become a main problem for agriculture. Currently, a total of 283 monitoring wells has been installed; 147 wells in 79 municipalities for RGMN and 136 wells in 52 ones for SIMN, respectively. Two subnetworks commonly monitor three hydrophysical properties (groundwater level, temperature, and electric conductivity) every hour. Monitored data are automatically transferred to the management center located in KRC. Data are opened to the public throughout website named to be the Rural Groundwater Net (www.groundwater.or.kr). Annual reports involving well logging and hydrochemical data of RGMN and SIMN have been published and distributed to the rural water management office of each municipalities. In addition, anyone who concerns about RGMN an SIMN can freely download these reports throughout the Rural Groundwater Net as well.

• 한국지하수토양환경학회지:지하수토양환경
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• 제27권2호
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• pp.24-35
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• 2022

This study was conducted to estimate groundwater demand and supply for agricultural activities in a frequent-drought area that requires implementation of optimal distribution plan utilizing the well-network system (WNS). The WNS has been considered as a viable strategic way of supplying groundwater to farmlands by connecting groundwater wells physically or virtually. The study area heavily relied on groundwater resources for irrigation up to 53% due to a lack of surface water resources. Two kinds of methods, HOMWRS software and FAO approach, were used for estimating irrigation water requirements for paddy and upland fields, respectively. During the latest 10 years (2010~2019), the water requirements was estimated to be 1,106 m³/day. The requirements notably increased to 1,121~4,004 m³/day during active farming season (May to September), which exceeded the total yield capacity of pre-existing groundwater wells (2,356 m³/day) in the area. Detailed and definite determination for groundwater demand and supply helped to determine optimal scale parameters of WNS. The WNS has achieved more balanced distribution of groundwater resources for irrigation over the study area.