도시지역 지하수 오염취약성 평가방법의 적용성 연구

함세영,김무진,강래수,정재열,차용훈,장성 부산대학교 환경문제연구소 2003 環境硏究報 Vol.21 No.-

According to favorable water quality, groundwater is used as subsitutive water resources for surfare water. However, groundwater is contaminated more and more due to industrialization and population increase. This study assesses groundwater vulnerability to contaminants in 12 dongs (administrative districe) of Changwon city using with DRASTIC. DRASTIC was originally applied to the situations that contamination sources are on ground surface, and contaminants flow into groundwater with infiltration of rainfall. In addition to DRASTIC factors, groundwater contamination in urban area is also related with overpumping and with lowering of water level. Correlation coefficient between mumimum values of DRASTIC index and unfitness rate to drinking water quality for 10 dongs is low as 0.40. On the contrary, the correlation coefficient between minimum values of DRASTIC index and groundwater discharge rate and that between minimum values of DRASTIC index and well distribution density are 0.70 and 0.87, respectively. Thus, to evaluate the potential of groundwater contamination in urban areas, it is necessary to consider other factors such as groundwater abstraction rate and well density per unit area with ratings and weights as well as existing six DRASTIC factors.

순간충격시험에 의한 금정산지역 화강암의 수리적 매개변수 산출

함세영,김문수,성익환,이병대,조병욱,김광성,김성이 부산대학교 환경문제연구소 2000 環境硏究報 Vol.18 No.-

This study is aimed for estimating hydraulic parameters using the Cooper-Bredhoeft-Papadopulos, the Hvorslev, the Bouwer & Rice analyses of data obtained by the slug test, and for characterizing hydraulic properties at the test holes in relation to drill core data. The study area was divided into four subareas far which the hydraulic characteristics was considered. The relationship among hydraulic parameters obtained by the three slug test analyses was also considered. The difference of hydraulic conductivity estimates between the injection slug test and the withdrawal slug test seems to be caused by the permeable fracture distribution around the test hole and the disturbance of fine materials in the fractures induced by the pressure variation due to slug injection and withdrawal. The hydraulic conductivity estimates calculated by the Cooper-Bredhoeft-Papadopulos, the Hvorslev and the Bouwer & Rice analyses range from 10-8 to 10-5m/sec, and the average ranges from 10-7 to 10-6m/sec.

고속철도 건설과 관련하여 지하수위 분포를 이용한 지하수환경 변화 분석

함세영,류상민,정재열,강래수,문상호,황학수 부산대학교 환경문제연구소 2002 環境硏究報 Vol.20 No.-

This study is aimed for estimating change of groundwater environment in relation to constructing Honam express railway in Cheonan-Iksan section. This study was conducted by measuring depth to water and by calculating groundwater level anomaly. Depth to water ranges from 0.03 to 21.1 m and ranges from 0.17 to 227.95 m mean sea level. Distributions of depth to water, of groundwater elevation and of groundwater level anomaly were analyzed to estimate water-level change due to express railway construction. High water-level anomaly section is found in Jangjae(Cheonan)-Daejeon-Iksan section with anomaly index 85.39. High water-level change is anticipated in 22.22-24.19 km, 25.1-25.53 km, 25.53-26.46 km, 26.46-27.77 km, 28.7-29.29 km, 30.18-30.26 km, and 30.26-32.4 km sections from the start of Jangjae(Cheonan).

부산 금정산 주변 지하수의 수질 특성

김정숙,함세영,한석종 부산대학교 환경문제연구소 1998 環境硏究報 Vol.16 No.-

The purpose of this study is to examine chemical characteristics of groundwater for granitic and andesitic rocks in the vicinity of Mt. Geumjung, Pusan city, to establish the possible hydrogeochemical model of groundwater, and to evaluate the potential of groundwater pollution. According to the Piper diagram, groundwater in the study area mostly belongs to Ca^2^+-HCO_3 and Na^+-HCO_3 types. High concentration of Ca^2^- and Na^+ in groundwater are ascribed to the dissolution of plagioclase. Statistical methods (correlation analysis and factor analysis) were introduced to make the interpretation of analyzed data. Factor 1, consisting of pH, EC, Na^+, K^+, NH_4^+, Cl^- SO_4^2 and NO_3^-, explains the: effects of water-rock interaction such as dissolution of plagioclase and mica, and the influence of anthropogenic sources (domestic and industrial wastes). Factor 2, consisting of SiO_2, Ca^2^+ and HCO_3^- explains the dissolution of Ca-plagioclase. A hydrogeochemical modeling code, PHREEQC identifies and quantifies water-mineral reaction in fissures of the bedrock. The result of the modeling indicates the dissolution of major elements and formation of the kaolinite mineral.

부산 금정산일대 용천수, 지하수 및 지열수의 지화학적 특성

조명희,함세영,한석종,성익환,이병대,조병욱 부산대학교 환경문제연구소 1999 環境硏究報 Vol.17 No.1

Spring, groundwater and thermal water from the area and the vicinity of Mt. Geumjeong and Mt. Baekyang, Pusan city, has been sampled and analyzed for major and minor elements. According to the Piper diagram, spring water belongs to Ca^2^+-HCO_3^- and Na^+-HCO_3^- types, groundwater to Ca^2^+-HCO_3^- type, and thermal water to Na^+-CI^- type. Based on the phase stability diagrams of [Ca^2^+I/[H^+]^2, [Mg^2^^+I/[H^+]^2, and [Na^+I/[H^+] vs. [H_4SiO_4], spring water, groundwater and thermal water are mostly in equilibrium with kaolinite. The result of factor analysis shows three factors (factor 1,2 and factor 3) for the spring water, the groundwater and the thermal water which are represented by the influence of the dissolution of feldspar, calcite, anthropogenic sources (domestic and industrial wastes) and salt water.

Pumping Test Analysis Using a Portable Micro Computer

Se Yeong Hamm(咸世榮) 대한지질학회 1987 지질학회지 Vol.23 No.2

Computing Orifice Discharge Using the Lagrange Interpolation

Se Yeong Hamm(함세영) 대한지질학회 1989 지질학회지 Vol.25 No.1

부산 북서부 화강암지역 지하수의 화학적 특성

함세영(Se Yeong Hamm),조명희(Myong Hee Cho),성익환(Ig Hwan Sung),김정숙(Jung Sook Kim),이병대(Byoung Dae Lee),조병욱(Byong Wook Cho),한석종(Suck Jong Han) 한국수처리학회 1999 한국수처리학회지 Vol.7 No.2

The purpose of this study is to examine hydrogeochemical characteristics of groundwater for granite in the northwestern area of Pusan city and the potential of groundwater pollution in this area. According to the Piper diagram, groundwater in the study area mostly belongs to Ca^(2+)-HCO₃^- and Na^+-HCO₃^- types. High concentration of Ca^(2+) and Na^+ in groundwater are ascribed to the dissolution of plagioclase. According to the factor analysis, three factors are determined. Factor 1 consists of EC, pH, Na^+, K^+, NH₄^+, Cl^-, SO₄^(2-), and NO₃^-. Factor 2 consists of SiO₂ and HCO₃^-. Factor 3 is composed of Mg^(2+) and SiO₂. Based on the hydrogeochemical modeling. groundwater in the study area is undersaturated with respect to amorphous silica, and is oversaturated with respect to quartz and chalcedony. Based on phase stability diagrams^(1-2)), groundwater in the both areas is mostly in equilibrium with kaolinite and becomes undersaturated with respect to feldspars, evolved from the gibbsite during water-rock interaction.

구간양수시험과 수질검층자료에 의한 균열암반내 지하수 유동 분석

함세영 ( Se Yeong Hamm ),성익환 ( Ig Hwan Sung ),이병대 ( Byeong Dae Lee ),장성 ( Seong Jang ),정재열 ( Jae Yeol Cheong ),이정환 ( Jeong Hwan Lee ) 대한지질공학회 2006 지질공학 Vol.16 No.4

본 연구의 목적은 나주시에 위치하는 시추공 NJ-11호공과 SJ-8호공에서 구간양수시험, 순간충격시험, 수질검층, 공내 TV검층을 실시하여 균열암반내에서 심도에 따른 지하수 유동 특성을 파악하는데 있었다. 본 연구에서는 특히 깊이에 따른 균열암반의 지하수 유동 특성 변화를 규명하기 위하여 단일팩커를 사용한 구간양수시험을 실시하였다. 구간양수시험 결과, NJ-11호공에서는 팩커 설치심도가 가장 깊을 때(56.9 m) 1.6차원정도의 유동차원을 보이고 팩커 설치심도가 얕아질수록 유동차원이 감소하여 팩커 설치심도 24 m에서는 1차원을 나타내었다. 이는 NJ-11호공에서는 하부에 유동성 균열이 더 균일하게 발달되어 있음을 지시한다. 한편 SJ-8호공에서는 팩커 설치심도가 가장 깊은 50 m 심도에서 1.7차원정도이고, 팩커 설치심도 32 m에서는 1.8차원 그리고 팩커 설치심도 19 m에서는 1.4차원을 나타내고 있다. 이와 같이 팩커 심도에 따라서 유동차원이 달라지는 것은 균열암반에서 심도에 따라 유동성 균열의 발달정도가 달라지기 때문으로 해석된다. 구간양수시험분석에 의하면, 균열암반의 일반적인 수리적 특성을 잘 대변하는 Moench(1984)의 이중공극모델이 대체로 잘 들어맞는다. 수질검층에 의하면, 심도가 깊어질수록 지온이 증가하고 물-광물반응에 의해서 pH가 높아지며, 지하수흐름에 따라 용존산소량은 감소하는 일반적인 경향성을 보여주고 있다. 그리고 대부분의 균열대 구간에서 전기전도도가 증가하고, 용존산소량이 감소하는 경향성을 보여주었다. This study aimed to recognize characteristics of groundwater flow in fractured bedrocks based on zonal pumping tests, slug tests, water quality logs and borehole TV camera logs conducted on two boreholes (NJ-11 and SJ-8) in the city of Naju. Especially, the zonal pumping tests using single packer were executed to reveal groundwater flow characteristics in the fractured bedrocks with depth. On borehole NJ-11, the zonal pumping tests resulted in a flow dimension of 1.6 with a packer depth of 56.9 meters. It also resulted in lower flow dimensions as moving to shallower packer depths, reaching a flow dimension of 1 at a 24 meter packer depth. This fact indicates that uniform permissive fractures take place in deeper zones at the borehole. On borehole SJ-8, a flow dimension of 1.7 was determined at the deepest packer level (50 m). Next, a dimension of 1.8 was obtained at 32 meters of packer depth, and lastly a dimension of 1.4 at 19 meters of packer depth. The variation of flow dimension with different packer depths is interpreted by the variability of permissive fractures with depth. Zonal pumping tests led to the utilization of the Moench (1984) dual-porosity model because hydraulic characteristics in the test holes were most suitable to the fractured bedrocks. Water quality logs displayed a tendency to increase geothermal temperature, to increase pH and to decrease dissolved oxygen. In addition, there was an increasing tendency towards electrical conductance and a decreasing tendency towards dissolved oxygen at most fracture zones.

균열 스킨을 포함하거나 포함하지 않는 균열 대수층내 지하수 유동에 관한 비정상류의 이중공근 프락탈 모델

함세영 ( Se Yeong Hamm ),( Bidaux Pasal ) 대한지질공학회 1994 지질공학 Vol.4 No.3