Results will be presented from two field studies that evaluated the in-situ treatment of chlorinated aliphatic hydrocarbons (CAHs) using aerobic cometabolism. In the first study, a cometabolic air sparging (CAS) demonstration was conducted at McClellan Air Force Base (AFB), California, to treat chlorinated aliphatic hydrocarbons (CAHs) in groundwater using propane as the cometabolic substrate. A propane-biostimulated zone was sparged with a propane/air mixture and a control zone was sparged with air alone. Propane-utilizers were effectively stimulated in the saturated zone with repeated intermediate sparging of propane and air. Propane delivery, however, was not uniform, with propane mainly observed in down-gradient observation wells. Trichloroethene (TCE), cis-1, 2-dichloroethene (c-DCE), and dissolved oxygen (DO) concentration levels decreased in proportion with propane usage, with c-DCE decreasing more rapidly than TCE. The more rapid removal of c-DCE indicated biotransformation and not just physical removal by stripping. Propane utilization rates and rates of CAH removal slowed after three to four months of repeated propane additions, which coincided with tile depletion of nitrogen (as nitrate). Ammonia was then added to the propane/air mixture as a nitrogen source. After a six-month period between propane additions, rapid propane-utilization was observed. Nitrate was present due to groundwater flow into the treatment zone and/or by the oxidation of tile previously injected ammonia. In the propane-stimulated zone, c-DCE concentrations decreased below tile detection limit (1 $\mu$g/L), and TCE concentrations ranged from less than 5 $\mu$g/L to 30 $\mu$g/L, representing removals of 90 to 97%. In the air sparged control zone, TCE was removed at only two monitoring locations nearest the sparge-well, to concentrations of 15 $\mu$g/L and 60 $\mu$g/L. The responses indicate that stripping as well as biological treatment were responsible for the removal of contaminants in the biostimulated zone, with biostimulation enhancing removals to lower contaminant levels. As part of that study bacterial population shifts that occurred in the groundwater during CAS and air sparging control were evaluated by length heterogeneity polymerase chain reaction (LH-PCR) fragment analysis. The results showed that an organism(5) that had a fragment size of 385 base pairs (385 bp) was positively correlated with propane removal rates. The 385 bp fragment consisted of up to 83% of the total fragments in the analysis when propane removal rates peaked. A 16S rRNA clone library made from the bacteria sampled in propane sparged groundwater included clones of a TM7 division bacterium that had a 385bp LH-PCR fragment; no other bacterial species with this fragment size were detected. Both propane removal rates and the 385bp LH-PCR fragment decreased as nitrate levels in the groundwater decreased. In the second study the potential for bioaugmentation of a butane culture was evaluated in a series of field tests conducted at the Moffett Field Air Station in California. A butane-utilizing mixed culture that was effective in transforming 1, 1-dichloroethene (1, 1-DCE), 1, 1, 1-trichloroethane (1, 1, 1-TCA), and 1, 1-dichloroethane (1, 1-DCA) was added to the saturated zone at the test site. This mixture of contaminants was evaluated since they are often present as together as the result of 1, 1, 1-TCA contamination and the abiotic and biotic transformation of 1, 1, 1-TCA to 1, 1-DCE and 1, 1-DCA. Model simulations were performed prior to the initiation of the field study. The simulations were performed with a transport code that included processes for in-situ cometabolism, including microbial growth and decay, substrate and oxygen utilization, and the cometabolism of dual contaminants (1, 1-DCE and 1, 1, 1-TCA). Based on the results of detailed kinetic studies with the culture, cometabolic transformation kinetics were incorporated that butane mixed-inhibition on 1, 1-DCE and 1, 1, 1-TCA transformation, and competitive inhibition of 1, 1-DCE and 1, 1, 1-TCA on butane utilization. A transformation capacity term was also included in the model formation that results in cell loss due to contaminant transformation. Parameters for the model simulations were determined independently in kinetic studies with the butane-utilizing culture and through batch microcosm tests with groundwater and aquifer solids from the field test zone with the butane-utilizing culture added. In microcosm tests, the model simulated well the repetitive utilization of butane and cometabolism of 1.1, 1-TCA and 1, 1-DCE, as well as the transformation of 1, 1-DCE as it was repeatedly transformed at increased aqueous concentrations. Model simulations were then performed under the transport conditions of the field test to explore the effects of the bioaugmentation dose and the response of the system to tile biostimulation with alternating pulses of dissolved butane and oxygen in the presence of 1, 1-DCE (50 $\mu$g/L) and 1, 1, 1-TCA (250 $\mu$g/L). A uniform aquifer bioaugmentation dose of 0.5 mg/L of cells resulted in complete utilization of the butane 2-meters downgradient of the injection well within 200-hrs of bioaugmentation and butane addition. 1, 1-DCE was much more rapidly transformed than 1, 1, 1-TCA, and efficient 1, 1, 1-TCA removal occurred only after 1, 1-DCE and butane were decreased in concentration. The simulations demonstrated the strong inhibition of both 1, 1-DCE and butane on 1, 1, 1-TCA transformation, and the more rapid 1, 1-DCE transformation kinetics. Results of tile field demonstration indicated that bioaugmentation was successfully implemented; however it was difficult to maintain effective treatment for long periods of time (50 days or more). The demonstration showed that the bioaugmented experimental leg effectively transformed 1, 1-DCE and 1, 1-DCA, and was somewhat effective in transforming 1, 1, 1-TCA. The indigenous experimental leg treated in the same way as the bioaugmented leg was much less effective in treating the contaminant mixture. The best operating performance was achieved in the bioaugmented leg with about over 90%, 80%, 60 % removal for 1, 1-DCE, 1, 1-DCA, and 1, 1, 1-TCA, respectively. Molecular methods were used to track and enumerate the bioaugmented culture in the test zone. Real Time PCR analysis was used to on enumerate the bioaugmented culture. The results show higher numbers of the bioaugmented microorganisms were present in the treatment zone groundwater when the contaminants were being effective transformed. A decrease in these numbers was associated with a reduction in treatment performance. The results of the field tests indicated that although bioaugmentation can be successfully implemented, competition for the growth substrate (butane) by the indigenous microorganisms likely lead to the decrease in long-term performance.

본 연구에서는 우리나라의 토양오염부지관련 정보관리체계의 문제점을 파악하고, 미국의 연방과 뉴저지 주정부의 토양오염부지 정보관리체계의 사례연구를 통해 시사점을 도출하였다. 우리나라 현행 법ㆍ제도상에는 오염토양부지에 대한 정보들을 어떻게 관리할 것인가에 대한 전반적인 가이드라인이 없고, 발견, 정밀조사, 복원과 관련된 일부 조항에만 자료관리에 관한 규정이 분산되어 있다. 반면 미연방과 뉴저지주는 관련 법률에 자료의 체계적인 관리에 대한 근거 조항과 세부규정 및 관련 지침서를 제시하고 있다. 또한 복원사업에 있어서 주민의 참여와 정보공개에 대한 제도를 수립하고 있다. 이러한 법률에 따라 관리되는 자료들을 통합하는 정보관리시스템을 구축하여 일반인에게 인터넷서비스를 실시하고 있다.

Groundwater contamination susceptibility studies have many advantages in groundwater monitoring, management and future planning. Several methods have been developed and applied to the groundwater regime through out the world. However, each and every method has some limitations. In this study, a detailed review was carried out about the already existing methods for groundwater contamination susceptibility studies. Additionally, a new parameter called mineral dissolution factor is recommended for groundwater contamination susceptibility studies. This parameter is applied for groundwate contamination susceptibility studies in Namwon area, Korea. The result of this approach suggests that mineral dissolution parameter could overcome the limitations as observed in the earlier methods.

Two-dimensional modeling studies using TOUGHREACT were conducted to investigate the coupling between flow and transport developed as a consequence of differences in density, dissolution/ precipitation, and medium heterogeneity. The model includes equilibrium reactions for aqueous species, kinetic reactions between tile solid phases and aqueous constituents, and full coupling of porosity and permeability changes resulting from precipitation and dissolution reactions in porous media. Generally, the evolutions in the concentrations of the aqueous phase are intimately related to the reaction-front dynamics. Plugging of the medium contributed to significant transients in patterns of flow and mass transport.

Methyl Tertiary-Butyl Ether is one of several fuel oxygenates added to gasoline to improve fuel combustion and reduce tile resulting concentration of hydrocarbon. Thus, MTBE transfer readily to groundwater from gasoline leaking from Underground Storage Tank. Therefor, there are significant risks and costs associated with the water contamination. MTBE is far more water soluble than gasoline hydrocarbon. The purpose of the this study is to test the ability of ground tire with facultative bacteria. Bacillus brevis, to sorb MTBE. The process is consisted both batch and column experiment to determine the sorption capacity. And Biofilm is observed by SEM in the column. Finally, it is clear that ground tire represent an attractive and relatively inexpensive sorption medium for a MTBE. The authors can surmise that to determine the economic cost of ground tire utilization, tile cost to sorb a given mass of contaminant by ground tire will have to be compared to currently accepted sorption media. and Bacillus brevis strain was eliminated on MTBE, too. The biobarrier that ground tire with bacteria, has potential for use in the remediation of MTBE-contaminated environments.

오염토양의 pH는 7.47에서 7.97까지의 범위로 약 알카리성이며, 토성은 80% 이상이 0.425 -2 mm 범위에 분포하는 coarse sand의 성질을 가지고 있다. 토양 입도 분석 및 농도 분포의 결과로 볼 때, 입도 2mm 이하의 토양 중 0.85-2.00 mm 범위에 있는 토양이 약 60% 이상의 오염물질을 포함하고 있다. 세척제로 고려된 용액 중 As 용출효율의 결과를 살펴보면, H$_3$PO$_4$ 및 citric acid가 100% 제거율을 보이고 있어 가장 효과적임을 나타내고 있다.

Feasibility of electrokinetic(EK)-Fenton process and Ozone chemical oxidation were investigated for tile removal of organic contaminants and heavy metals from the contaminated soil. In EK-Fenton process, accumulated electroosmotic flow(EOF) was 80 L for 26 days. Removal efficiency of TPH, As, and Ni were 61%, 36%, and 47%, respectively. The concentration of As was high near the anode due to the transport of anionic As toward the anode, while the concentration of Ni was high near the cathode by the movement of cationic Ni to the cathode. Field scale application of in-situ ozonation was carried out for removal of TPH in 3-D test cell (3 m$\times$2 m$\times$2 m). After 25 days of ozone injection, more than 80% of removal rate was observed through the test cell.

부틸알데히드로 오염된 대상 부지에 Biosparging 공법의 현장 적용을 위해 적정 공기 주입 압력 조건을 도출한 결과, 주 오염층인 자갈질 모래층에 공기주입 가능 파괴압력(Pe)는 약 300mmAq로 측정되었으며 4,500mmAq 압력 조건에서는 용존 산소농도의 영향 반경이 약 3 m로 나타났다. 위의 조건을 적용하여 약 150일간 운전한 결과, 영양물질을 투입하지 않은 초기 90일 동안 최고농도 대비 약 90%가 저감되었으며 그 이후에 영양물질을 투입하여 초기 최고 농도 대비 96%가 저감되어 복원목표치인 50ppm을 모든 지역에서 만족시켰다. 또한 생분해 반응속도가 k=0.03/day로 나타나 휘발성이 낮고 생분 해도가 뛰어난 부틸알데히드로 오염된 자갈질 모래층에 Biosparging공법이 성공적으로 적용된 사례이다.

Landfarming and a microbial agent, Bioil-D, were used to treat diesel-contaminated soil. The microbial agent was applied to the contaminated soil in a concentration of 5$\times$10$^2$ cfu/soil(g) and the total amount of microbial agent, 210$\ell$, was sprinkled on the soil four times for 24 days during 50 day-remediation period. The remediation goal, lower than 800mg/kg of TPH, was achieved from 5, 707 mg/kg of TPH within 50 days. The total number and activity of indigenous microorganisms were increased by 100 times after the microbial agent, Bioil-D, was applied to the contaminated soil.

Explosive chemicals have been major soil and groundwater contaminants especially in the nations with active military activities. Of these explosives, 2,4,6-trinitrotoluene (TNT) is the most refractory one due to its structural characteristics. Although its efficient reduction by Fe(0) is well-known, the reduction products - mainly aminotoluenes - still possess toxicities to terrestrial biota, and are resistant to biological degradation. In this study, therefore, abiotic transformation of TNT reduction products via oxidative-coupling reaction was evaluated using Mn oxide which is ubiquitous in natural soils. The transformation efficiency is increased with the number of amino groups. Considering the very efficient reduction rate of TNT by Fe(0), Mn oxide can be successfully used for the removal of TNT reduction products.

The purpose of this research was to evaluate the effect of mixed surfactant solution for removal of perchloroethylene (PCE) in soil. Ten different surfactant solutions were used in column studies. Mixed surfactant solutions (anionic and nonionic) were most effectively worked in the sandy soil for removal of PCE as a result of synergism between the two types of surfactants. The effectiveness of the mixture of surfactants was 35 % greater than that for the anionic or nonionic surfactant alone. The results indicate that mixed surfactant solution leaching is a promising candidate for the remediation of PCE contaminated sandy soil.

이 연구는 유류에 오염된 토양의 복원과정에서 적용된 열탈착 공법의 타당성과 효율적인 운전을 위해 수행되었다. 여러 열탈착공법 중 로터리킬른을 이용한 저온열탈착 공정을 도입하여 실험하였으며 이와 더불어 토양의 TGA 실험 등을 통해 오염토양의 기본적인 특성을 살펴보았다. 대상 시료는 오염현장에서 채취하였고 sand 와 silt의 두 가지 토양을 가지고 실험하였다. TGA 실험결과 대부분의 유류가 200～30$0^{\circ}C$에서 제거됨을 알 수 있고 40$0^{\circ}C$ 이상에서는 토양내의 유기물질이 탈착됨을 알 수 있었다. 로터리 킬른을 이용한 열탈착 실험에서는 적용온도 30$0^{\circ}C$, 체류시간 7.4분에서 sand 97.4%, silt 94.2%의 제거효율을 40$0^{\circ}C$ 이상에서는 99%이상 탈착되었다.

Streamline simulation researches have been extensively accomplished due to the swiftness of computation and the reduction of numerical dispersion. In this study, we developed a streamline simulation model using a semianalytical solution of ID transport equation. To validate accuracy of the developed model, we compared simulation results of contaminant transport, which were acquired by streamline simulation models using an analytical solution, a numerical solution, and a semianalytical solution. The developed model using the semianalytical solution matched well with the model using an analytical solution. However, streamline simulation model using a numerical solution showed numerical dispersion. For an advection-dominant flow, there was little difference in the simulation results between the developed model and tile analytical model, but the differences between the analytical model and the numerical model were cleary shown. From the comparison of computing time we know that the streamline simulation using the semianalytical solution is 2-60 times as fast as the streamline simulation using the numerical solution.

폐기물매립장에서의 침출수 유출을 확인하고 경로를 파악하기 위해 추적자시험이 실시되었다. 추적자는 요오드와 Rhodamine WT를 이용하였으며, 추적자는 T-2, 4, 5공에서 주입하였다. 관측지점으로는 매립장내 우수관 출구와 측면배수구에서 모니터링 하였으며, 또한 주입공 하부의 9개 지하수공에서 모니터링 하였다. T-4, T-2와 T-5 지하수공에서 요오드와 Rhodamine WT 용액을 주입한 추적자시험 결촤 매립장의 바닥 차수막이 파손되어 침출수가 우수관내로 유출되고 있음이 입증되었으며, 또한 매립장내의 투수성이 매우 높아 일반적인 자연상태에 비해 매립장에서 우수관내로의 침출수 유입이 매우 빠름을 알 수 있었다. T-4와 T-2 지하수공에서 실시된 추적자시험에서 매립장의 차수벽 하부에 위치한 B-5와 B-6공에서 다량의 추적자가 관측되어 하부차수벽을 통해 침출수가 유출되고 있음이 확인되었다. 본 현장에서 실시된 추적자시험을 통해 매립장에서의 침출수 유출은 매우 빠른 속도로 발생하고 있으며, 또한 주 유출경로로는 T-4와 T-5 지하수공 주변의 바닥차수막과 매립장의 하부차수벽을 통해 유출 되어지고 있음을 확인할 수 있었다.

The purpose of this study is to develop the investigation technology of ground characteristics and environments using eco cone penetration system. The underground environments of landfill was investigated and analyzed by this eco cone system. The electrical resistivity sensor, pH sensor, ORP sensor, and thermometer are installed in eco cone penetration system. This eco cone penetration system provides a continuous profile of measurements in underground, and provides repeatable, reliable and cost effective results for investigation of clean and contaminated ground.

Rusted iron could retain activity to redox-sensitive pollutants in batch reactor. Flow-through columns packed with permeable reactive iron filings (Fe$^{0}$ ) between soil and sand layers were used to evaluate the applicability of bio-enhanced iron barriers to treat explosives-contaminated groundwater. One column was bioaugmented with municipal anaerobic sludge to evaluate the enhancement of biodegradation. Military contaminants (RDX, HMX, TNT, 2,4DNT, 2,6DNT), which coexist in soils at military sites, were completely removed in the bioaugmented Fe$^{0}$ layer after 8 months of operation. Overall, this research suggests that Fe$^{0}$ barriers can effectively clean up groundwater contaminated with military explosives, and that treatment efficiency can be enhanced by bioaugmentation.

Quantifying rates of microbial processes under subsurface conditions is difficult, and is most commonly approximated by laboratory studies using aquifer materials. In this study a single-well, 'push-pull' test method is adapted for the in situ determination of denitrification rates in groundwater aquifers. The rates of stepwise reduction of nitrate to nitrite, nitrous oxide, and molecular nitrogen were determined by performing a series of push-pull tests at an experimental well field of Korea University. A single Transport Test, one Biostimulation Test, and four Activity Tests were conducted for this study. Transport tests are conducted to evaluate the mobility of solutes used in subsequent tests. These included bromide (a conservative tracer), fumarate (a carbon and/or source), and nitrate (an electron acceptor). At this site, extraction phase breakthrough curves for all solutes were similar, indicating apparent conservative transport of the solutes prior to biostimulation. Biostimulation tests were conducted to stimulate the activity of indigenous heterotrophic denitrifyinc microorganisms. Biostimulation was detected by the simultaneous production of carbon dioxide and nitrite after each injection. Activity tests were conducted to quantify rates of nitrate, nitrite, and nitrous oxide reduction. Estimated zero-order degradation rates decreased in the order nitrate '||'&'||'gt; nitrite '||'&'||'gt; nitrous oxide. The series of push-pull tests developed and field tested in this study should prove useful for conducting rapid, low-cost feasibi1ity assessments for in situ denitrification in nitrate-contaminated aquifers.

본 연구는 고해상도의 충적층 지하수위 분포 조사를 위한 탄성파 굴절법 조사 방법을 소개하고 부여 군수리 충적층 일대에서 이 기법을 통해, 획득된 실제 충적층내의 지하수위 조사 결과를 제시한다. 기본적으로 본 연구에서 활용된 연속 굴절파 중합 방식은 동일 공심점(common mid point, 이후 CMP)을 갖는 굴절파 신호를 취합하고, 이격 거리(offset)에 대한 시간 지연 효과 보정을 수행한 후, 이들 신호를 중합하여, 충적층의 지하수위면에서 굴절된 신호를 보다 뚜렷이 부각시켜 정확한 지하수위 정보를 획득 하는 방식으로 일명 CMP 굴절법이라고도 한다. 이 방식은 독일에서 최초 개발되었으나(Gebrande, 1986; Orlowsky 등, 1998), 국내에서 적용되기는 본 연구가 최초이다. 이러한 탄성파의 굴절 신호를 사용하는 방식은 우선, 기존의 일반적인 고해상도 반사법 탐사에서 잡음으로 여겨졌던 굴절파 신호를 활용할 수 있으며, 고해상도 반사법 탐사와 동일한 배열과 운영 방식으로 획득된 자료에서 원하는 정보를 획득할 수 있으므로, 고해상도 반사법에 의한 기반암 조사와 함께 적용될 경우, 정화한 충적 대수층의 분포를 조사할 수 있게 하여주는 획기적인 조사 신기술이다. 개발된 기법은 부여 군수리 충적층 지역을 대상으로 적용되었으며, 그 결과 기존의 어떠한 지구물리 조사 방법보다 정확하고 분명한 지하수위 분포를 보여주었다.

The multiphase flow simulator, MPS, is developed based on the fractional flow approach considering tile fully three phase flow with general initial and boundary condition. Most existing fractional flow-based models are limited to two-phase flow and specific boundary conditions. Although there appears a number of three-phase flow models, they were mostly developed using pressure based approaches. As a result, these models require cumbersome variable-switch techniques to deal with phase appearance and disappearance. The use of fractional flow based approach in MPS makes it unnecessary to use variable-switch to handle the change of phase configurations. Also most existing fractional flow based models consider only specific boundary conditions. However, the present model considers general boundary conditions of most possible and plausible cases which consists of ten cases.

본 연구에서는 지하수위 변동 분석을 위한 프로그램을 개발하고, 건설교통부에서 설치, 운영하고 있는 169개 국가 지하수 관측소의 264개 지하수관측정에서 측정된 지하수위자료에 적용하였다. 분석결과 암반대수층과 충적층대수층의 평균수위 및 변동양상이 대체적으로 비슷하게 나타났으며, 이는 관측소 설치 지역의 대부분에서 충적층(10m 내외)과 암반층(70m 내외)이 수리적으로 연결되어 있다는 것을 시사한다. 6시간 간격의 지하수위 관측 자료를 이용하여 지하수위가 상승하는 횟수, 상승량의 합계 산정 등 변동양상을 분석하였다. 분석 결과 해양 및 지구 조석의 영향을 받는 관측정의 경우 지하수위 상승 개수가 450개/yr 이상이 대부분이며, 수위 변동량은 0.1 ～ 1m 정도이고, 수위변동 자료를 시계열로 나타내 보면 하루에 약 2번의 상승과 하강을 반복하는 수위변동 형태를 볼 수 있었다. 양수의 영향이 우세한 관측정에서는 수위 상승 개수가 약 360개/yr, 수위 변동량은 1m 이상의 값이 우세하게 나타났다. 지하수위 상승량은 암반/충적 관측정 모든 관측정에서 전반적으로 강수량과의 상관계수가 높았으며, 같은 관측정의 .자료라도 6시간 간격의 관측 자료보다, 12시간 및 24시간 관측 간격으로 분석한 결과에서 상관관계가 더 높게 나타났다. 12시간 및 24시간 관측 간격으로 분석할 경우 조석 및 양수에 의해 발생된 주기적인 지하수위 변동 성분이 제거되면서 강수에 대한 지하수위 반응의 상관도가 높아진 것으로 해석된다.

To understand the geochemical processes controlling the distribution of nitrate and other agricultural constituents in an alluvial aquifer, hydrogeological and hydro geochemical studies were carried out in an agricultural area within Cheonan. In this selected field, nitrate concentrations were very wide in range but was locally attenuated significantly down to very low levels (<1.0 mg/L). Abrupt removal of nitrate coincided with the pattern of redox change and thus indicated that geochemical processes occurring during and after recharge events control the behavior and distribution of nitrate and other redox-sensitive chemical species.

Many researches in Korea have been performed to understand the pollution of stream waters by acid mine drainage. However, few studies have been conducted regarding the effect of particulate and colloidal fractions on the transport of trace metals. To estimate harmful effects of trace metals, it is important to evaluate the particulate and colloidal metals as well as dissolved metals, because particulate and colloidal fractions of trace metals play an important role in transport of trace metals and may adversely affect habitats and organisms in riverine system. Colloids are solids with effective diameters in size range from 0.001 $\mu$m to 1 $\mu$m. According to Jone et al. (1974), metals in surface water, like Al, Fe, and Mn, require filtration with pore-size membranes smaller than 0.45 $\mu$m to define dissolved concentrations. The main objective of this study is to understand the effects of particulate, colloidal, and truly dissolved fractions on the transport and fate of trace metals in acid mine drainage. This study was conducted for the Onjeong creek in the Uljin mine area. Sampling was carried out in 13 sites, spatially covering the area from mine dumps to the downstream Onjeong reservoir. To examine the metal partitioning between particulate, colloidal, and truly dissolved fraction, we used successive filtration techniques consisting of conventional method (using 0.45 $\mu$m membranes) and tangential-flow ultrafiltration (using 0.001 $\mu$mm membranes). Ultrafiltration may seperate much smaller particles from aqueous phase (Josephson, 1984; Hernandez and Stallard, 1988). The analysis of metals were performed by inductively coupled plasma - atomic emission spectrometer (ICP-AES: model Perkin Elmer OPTIMA3000XL). Anions such as SO$_4$, Cl and NO$_3$ were measured with ion chromatograph (IC: model Dionex 120). Sample analysis is still in progress. The preliminary data show that the studied creek is severely polluted by Al, Fe, Mn, Pb and Zn. Toward upstream sites with relatively lower pH, less than 50% of Al and Fe occur in the sorbed form on particles or colloids, whereas more than 80% of Al and Fe occur in the sorbed form in downstream sites or tributaries with relatively higher pH. Less than 30% of Zn is present in particle or colloidal forms in the whole range of creek. Truly dissolved fraction of trace metals is negatively correlated with pH. The Kd values for Al, Fe and Zn consistently increase with increasing pH and decrease with increasing particle concentration.

희토류원소를 이용하여 전주-완주지역에서의 지표수와 지하수의 연계성을 밝혀내기 위해 8개 지역을 선정한 후, 기반암시료와 더불어 2002년 4월, 2003년 6월, 2003년 8월 그리고 2003년 11월의 4차례에 걸쳐 현장분석과 더불어 지표수와 지하수시료를 채취하였다. PAAS(Post Archean Australian Shale)로 규격화한 희토류원소분포도에 의하면, 갈수기인 2002년 4월과 2003년 11월의 지표수와 지하수는 대체적으로 중희토류가 부화되었고, 아울러 강한 Eu의 정(＋)의 이상과 Ce의 부(-)의 이상이 관찰된다. 그러나 갈수기가 끝난 2003년 6월과 장마가 끝난 직후인 2003년 8월의 시료에서는 대부분의 지표수와 지하수 시료가 Eu의 강한 부(-)의 이상을 보여준다. 그리고 일부 시료에서는 Ce의 부(-)의 이상도 관찰되었다. 이와 같은 희토류원소 분포 및 Ce과 Eu의 변화는 산화-환원작용의 영향을 받은 산화수(즉 Ce$^{3+}$ 와 Ce$^{4+}$ , Eu$^{2+}$와 Eu$^{3+}$ )의 변화에 의한 것으로 해석할 수가 있다. 뿐만 아니라, 본 연구결과에 의하면, 전주-완주 지역에서의 지표수와 지하수는 매우 밀접한 연관성을 갖고 있으며, 그 순환속도 또한 비교적 빠른 편으로 나타났다. 그리고 본 연구결과, 희토류원소는 지표수와 지하수의 연계성을 밝혀내는 데 있으며 매우 유용한 지시자임을 확인하였다.

지표하부 상층 오염지하수의 침투로 인한 암반 지하수의 오염을 방지하기 위하여 지하수 개발과정에서 반드시 지표하부 지하수 오염방지를 이행하도록 지하수법에 규정하고 있다. 널리 알려진 지표하부 오염방지 공법으로서는 팩카그라우팅 공법(packer Grouting Method), 트레미공법(Tremie Method)과 브레든 헤드 공법(Bradenhead Method)이 있다. 그러나, 현재 대다수의 지하수 개발 현장에서는 단순히 강관을 굴착공에 억지박음함으로써 지표하부 오염방지에 가름하는 사례가 다반사이며 깊은 심도의 경우에도 종래 공법으로는 한계를 가질 수밖에 없는 실정이었다. 따라서, 본 연구에서는 차폐 팩카(Protection Packer)를 이용하여 고, 저심도의 어느 지하수 심정에서나 용이하게 역주입 상향그라우팅이 가능한 여건이 될 수 있도록 시공 사례를 통해 연구를 수행하였다.

제주도내에 개발ㆍ이용 중인 사설 농업용 44개 관정을 대상으로 2002년 11월부터 2003년 11월까지 1년간 지하수 이용량 모니터링 조사를 실시하였다. 재배작물 유형별 지하수 이용특성을 평가한 결과, 밭작물은 대체로 9월에서 11월 초순까지 집중적으로 지하수를 이용하고 있으며, 시설하우스의 경우에는 2월에서부터 10월말까지 비교적 지속적으로 지하수를 이용하고 있는 것으로 분석되었으나, 노지 감귤원은 가뭄이 아닌 경우에는 농약살포시 매우 소량의 지하수를 이용하고 있으며 이용시기도 매우 불규칙한 것으로 조사되었다. 평균 총 가동 일수는 시설하우스 및 밭작물에 혼용으로 사용하고 있는 지하수 관정의 128일로 최대치를 나타내고 있으며, 연간 지하수 총 이용량의 경우도 관정 가동 일수와 같은 경향을 나타내고 있다. 단위 면적(ha) 당 지하수 일 평균 이용량은 시설하우스가 74m$^3$/일으로 가장 많았고 밭작물이 50m$^3$/일로 조사되었다. 원격검침 시스템에 의해 얻어진 모니터링 테이터로부터 산정된 양수량과 계량기 검침에 의한 양수량과의 관계를 비교 분석한 결과, 상관계수가 $R^2$ =0.997을 나타내 수중모터펌프 가동시간 모니터링에 의한 양수량 산정방법이 매우 유효함이 입증되었다.

울산지역의 대수층 분포특성과 지하수 유동특성에 관해 연구하기 위해 크리깅 기법을 이용하였다. 울산지역의 시추자료 1,783개 지점과 지하수위자료 총 1,171개 지점에 대하여 2년간(2002년～2003) 자료를 획득하여 분석하였다. 본 연구지역의 표고 충적층 하부경계 심도, 충적층, 하부경계 심도, 충적층 층후, 풍화대 층후, 충적층-풍화대 층후, 대수층 단면, 지하수위 그리고 지하수유동 분석을 하기 위해 베리오그램 분석한 결과 풍화대 하부경계 심도에 지수형모델(exponential model), 나머지 지하수위를 포함한 성분들은 모두 구상형모델(shperical model)이 가장 적합하게 나타났다. 울산지역 대수층의 경우 산악지역은 얕은 충적층과 풍화대 분포가 나타나는 반면, 남구는 충적층, 북구는 풍화대 발달이 우세하게 나타났다. 그리고 울산지역의 충적층과 풍화대 층후 분포특성이 울산단층을 따라 층후가 두껍게 나타났다. 지하수 유동은 고지형의 북구와 동구 산악지역에서 바다에 인접한 내륙지역으로 지하수 유동특성을 보였으며, 울산의 4개구는 산악지역, 태화강, 동천강, 울산단층 그리고 충적층과 풍화대가 잘 발달된 대수층을 따라 지하수유동 특성이 잘 나타났다.

농어촌연구원 내 화강암질편마암지층에 2차에 걸쳐 3공에 대한 공압파쇄 시험 결과 B-1공은 점토성분의 파쇄대 충진으로 수량이 도리어 감소하였다. 공압파쇄 시험 중 파쇄 도달거리를 측정한 결과, P-2 공은 50m 거리에 위치한 B-1공에서의 공압파쇄시험 중에는 약 0.6m의 수위상승이 있었고, 20m 거리에 위치한 B-2공에서의 공압파쇄시험 중에는 약 3.1m의 수위가 상승하였다. 이는 공압파쇄의 유효거리가 암반층에서는 6～15m 정도라고 알려져 있으나 파쇄구간의 발달 정도에 따라 50m 이상 압축공기가 전달됨을 알 수 있다.

This study has been assessed the influence of applying sewage sludge to soil amendments on the sorption properties, and leaching potential of three commonly used organophosphorus pesticides, Diazinon, Fenitrothion, and Chlorpyrifos. A sandy soil with a low content of organic carbon was treated with sewage sludge with a ratio sandy soil : sludge ratio of 30:1. The sorption was determined with the batch equilibrium technique. The sorption isotherms could be described by Freundlich equation. The Freundlich constant, K value which measures sorption capacity, were 3.97, 9.94, 22.48 for Diazinon, Fenitrothion, Chlorpyrifos in non-amended soil. But in amended soil, K value was 12.58, 28.47, and 61.21 for Diazinon, Fenitrothion, and Chlorpyrifos. The overall effect of sewage sludge addition to soil was to increase pesticides adsorption, due to the high sorption capacity of the organic matter. The effect of sludge on tile leaching of pesticides in the soil was studied using packed soil columns. Total recoveries of pesticides in soil and leachate with leaching in soil column, were in the range of about 73～84%, was reduced with the passage of time. Diazinon moved more rapidly than Chlorpyrifos in the unamended soil due to greater sorption and lower water solubility of Chlorpyrifos. Total amounts of pesticides leached from the sewage sludge amended soils were significantly reduced when compared with unamended soils. This reduction may be mainly due to and increase in sorption in amended soils, as a consequence of the increase in the organic matter content.

Several physical and chemical methods have been used for remediation contaminated by oils. However the cost was very high and secondary pollution rose during treating. The purpose of this study was to comprision TPH (total petroleum hydrocarbon) removal from artificially contaminated soil by diesel with and without seeding anaerobic digested sludge. After 120 days of overall at 35$^{\circ}C$, removal efficiency of TPH with seeding sludge was 2-3 times higher than blank. Also, the more amount seeding sludge, TPH removal efficiency and CH$_4$ content more obtained. It was sad that seeding of anaerobic digested sludge was a good method for enhancing TPH removal efficiency without increasing operating cost. Sulfate, nitrate-reducing, methanogenic condition were evaluated for alkane, isoprenoid as target contaminated soil.

본 연구는 중금속으로 오염된 폐수처리에 있어 친환경적 유기흡착제로서 휴믹물질의 활용성을 평가하기 위한 기초 연구로서 이탄(peat moss)으로부터 Humin을 분리 한 후, 중금속 이온(Cd(II),Cu(II))과의 흡착특성을 조사하였다. 이탄으로부터 추출한 peat-Humin의 함량은 94%이상을 나타냈으며, 분자의 작용기 특성은 일반 토양 휴믹물질(soil humic substance)과 유사하였다. peat-Humin과 중금속 이온(Cd(II),Cu(II))과의 흡착 반응은 5분내에 빠른 흡착형을 보였으며, pH 5-6에서 가장 높은 중금속 제거율을 보였다. pH 3의 산성조건에서도 50%정도의 제거율을 보였다. pH 5에서의 등온흡착 실험결과를 Freundlich 등온식에 적용하여 해석한 결과, 각의 중금속에 대한 peat-Humin의 흡착상수(Kf)는 Cd(II)이 8.07 그리고 Cu(II)가 4.56으로 나타났다.

본 논문은 광산산성배수(AMD)에서 철 및 알루미늄 제거 효과가 입증된 인회석을 이용하여 ARD (Acid Rock Drainage)에서의 비소저감 능력을 알아보고 고품위 석회석과 정화효율을 비교하기 위하여 실내실험을 실시하고 그 결과를 이용 인회석 배수로를 설계하는 것을 연구목적으로 하고 있다. 실험결과, pH, 비소제거율 및 석회석/인회석의 용해량은 유속이 증가함에 따라 감소하는 것으로 나타났으며 유속이 0.6 ml/min/kg 정도에서 인회석은 침출수 중 비소를 100% 제거하는 것으로 확인되었다. 유속에 따른 용해율은 인회석이 석회석보다 10배 정도 높은 것으로 나타났다.

Natural zeolites have exhibited high sorption capacity for inorganic cations including heavy metals and ammonium. Moreover, they were proven to be effective for environmental applications such as permeable barriers for controlling the spread of cation-contaminated groundwater. However zeolites have little or no affinity for anionic species like chromium, as they possess a net negative structural charge. To achieve the simultaneous sorption for anionic contaminants, surfactant-modified zeolite (SMZ) has been employed as the possible sorbents. Current study focuses on simultaneous removal of heavy metals having different ionic form in aqueous solution, cadmium (C $d^{2+}$) and chromium (Cr $O_{4}$$^{2-}$), using newly developed materials, ZanF. ZanF, a potential alternative to SMZ, was derived from zeolite modified by Fe(II) chloride followed by reduction with sodium borohydride. Batch experiments were performed to estimate the removal efficiency of ZanF at different conditions. Under different pH ranging from 2 to 6, removal efficiency was investigated. And C $d^{2+}$ removal efficiency was estimated by varying background concentration of Cr $O_{4}$$^{2-}$, and vice versa. With the test results, ZanF was expected to be a possible reactive materials alternative to SMZ in permeable reactive barriers (PRBs) for treating the contaminated groundwater with cationic and anionic heavy metals.als.

Aerobic cometabolism of cis-1,2-dichloroethylene (c-DCE) and c-DCE epoxide by a butane-grown mixed culture was evaluated. Transformation of c-DCE resulted in the concomitant generation of c-DCE epoxide. Chloride release studies showed nearly complete oxidative dechlorination of c-DCE (approximately 75%). Mass spectrometry confirmed tile presence of a compound with mass-to-charge-fragment ratios of 112, 83, 48, and 35. The values are in agreement with the spectra of a chemically synthesized c-DCE epoxide. Some evidences indicating the involvement of the monooxygenase in the transformation of c-DCE epoxide are: 1) $O_2$ requirement for c-DCE transformation and butane degradation; 2) butane inhibition on c-DCE transformation and vice versa; 3) the inactivation of c-DCE and c-DCE epoxide transformations by acetylene (a known monooxygenase inactivator); and 4) tire inhibition of c-DCE epoxide transformation by c-DCE.

다양한 혐기성 조건에서 다환방향족탄화수소(PAHs)로 오염된 토양의 미생물 분해 연구를 수행하였다. 대표적인 다환방향족탄화수소인 phenanthrene과 fluorene을 토양과 물에 오염시켜서 약 100일 동안 저감정도를 관찰하였고, 실제 다환방향족탄화수소로 오염된 현장 토양을 이용 혐기성하에서 다환방향족탄화수소의 생분해 가능성을 확인하였다. 미생물 접종원은 혐기성 조건에서 다환방향족탄화수소에 노출시킨 슬러리가 사용되었다. 황산염 환원조건, 질산염 환원조건, 메탄생성조건 등의 다양한 혐기성 조건에서 실험을 수행한 결과, 메탄생성조건 > 질산염 환원조건 > 황산염 환원조건의 순서로 분해가 잘 일어났다. 또한 현장오염토양의 경우 34일간 처리 후 메탄생성조건에서 최대 72%의 분해율을 보였다.

Chlorinated aliphatic hydrocarbons (CAHs) especially perchlorethylene (PCE) and trichlooethylene (TCE) are common groundwater contaminants in Korea. PCE and TCE were often reductively dechiorinated in an aquifer. Several isolates dechlorinate PCE to TCE or cis-1,2 dichloroethylene (c-DCE) were obtained from contaminated and pristine sites in USA and Europe. However in Korea, no information on indigenous microorganism being involved in reductive dechlorination of PCE and TCE is available and different dechlorinating microorganisms might be reside in Korea, since geochemical, and hydrogeological conditions are different, compared to those in the other sites. So we evaluate that: 1) if reductive dechlorinating microorganisms are present in PCE-contaminated site in Korea, 2) if so, what kinds of microorganisms are present; 3) to what extent PCE is reductively dechlorinated. As a results in some PCE-contaminated aquifers in Korea other dechlorinating microorganisms but Dehalococcoides ethenogenes may be responsible for PCE dechlorination. More detailed molecular works are required to evaluate that different dechlorinating microorganisms would reside in Korea.

This study investigated tile effect of ozonation on indigenous microorganisms distributed in different size fractions of soil aggregates. Soil was ozonated from 0 to 300 minutes. The treated soils were fractionated into 3 groups (small, <53 $\mu$m; medium, 53-500 $\mu$m; and large, 2000-500 $\mu$m) and total heterotrophic bacteria in the soils were enumerated. Cell number decreased rapidly within 120 minute ozonation and showed slow decrease upon longer ozonation. Abundance of total heterotrophic bacteria in each fraction was in the following order regardless of ozonation time: small>medium>large fractions. Difference in microbial abundance among the fractions was smaller as ozonation time increased.

Several metalliferous and coal mines, including Myungjin, Seojin and Okdong located at the upper watershed of Okdong stream, were abandoned or closed since 1988 due to the mining industry promotion policy and thus disposed an enormous amount of mining wastes without a proper treatment facilities, resulting in water pollution in the downstream areas. AMD and waste effluents from the closed coal mines were very strongly acidic showing pH ranges of 2.7 to 4.5 and had a high level of total dissolved solid (TDS) showing the ranges of 1,030 to 1,947 mg/L. Also heavy metal concentrations in these samples such as Fe, Cu, Cd and anion such as sulfate were very high. These parameters of AMD and effluents were considered to be highly polluted as compared to those in the main stream area of the Okdong river and be major pollutants for water and soil in tile downstream area. Pollution indices of the surface water at the upper stream of Okdong river where AMD of the abandoned coal mines was flowed into main stream were in the ranges of 16.3 to 47.1. On the other hand, those at the mid stream where effluents from tailing dams and coal mines flowed into main stream were in tile ranges of 10.6 to 19.5. However, those at the lower stream were ranged from 10.6 to 14.9 These results indicated that mining wastes such as AMD and effluents from the closed mines were tile major source to water pollution at the Okdong stream areas.

To develope of efficient method for decontaminating of lead ions from industrial wastewater, treatment of aqueous lead solution with magnetic beads was investigated. Immobilization of carboxyl groups on tile surface of magnetic beads was carried out to introduce chelate effect between lead ions and beads. Experiments were performed with lead solutions and magnetic beads at pH 6. Lead ions were extracted during 1 hour, After extraction, magnetic beads were separated from water by outer magnetic force and the solution was analysed by atomic absorption spectroscopy (AAS). Over 90 % of lead ions could be removed from aqueous solution after beads application. This result indicate that magnetic beads can be used as a efficient method for removing lead ions from industrial wastewater.

계면활성제를 이용한 오염된 토양을 복원하는데 있어 계면활성제의 회수하는 방법의 하나로 한외여과 방식의 타당성을 검토하였다. 계면활성제의 종류, 전해질과 첨가제로서의 알코올 및 휴믹 물질과 점토질에 의한 상대 플럭스의 변화와 투과액의 계면활성제의 농도 변화를 살펴보았다. 계면활성제의 경우 임계미셀농도 낮을수록 투과액의 농도가 낮았으며, 기타 첨가물은 농도에 비례하여 상대 플럭스가 감소하는 경향을 보였다.

In this study, the combined electrokinetic and ultrasonic remediation technique, ultrasonically enhanced electrokinetic technique, was studied for the removal of heavy metal and organic substance in contaminated soils. The electrokinetic technique has been applied to remove mainly the heavy metal and the ultrasonic technique has been to remove mainly organic substance in contaminated soil. The laboratory soil flushing tests combined electrokinetic and ultrasonic technique were conducted using specially designed and fabricated devices to determine the effect of these both techniques. A series of laboratory experiments involving the simple, electrokinetic, ultrasonic, and electrokinetic & ultrasonic flushing test were carried out. A soil admixed with sand and kaolin was used as a test specimen, and Pb and ethylene glycol were used as contaminants of heavy metal and organic substance. An increase in out flow, permeability and contaminant removal rate was observed in electrokinetic and ultrasonic flushing tests. Some practical implications of these results are discussed in terms of technical feasibility of in situ implementation of electrokinetic ultrasonic remediation technique.

Sorption kinetics of 2-chlorophenol(2-ChP), 2,4-dichlorophenol(2,4-DChP) and 2,4,5-trichlorophenol (2,4,5-TChP), onto montmorillonite modified with hexadecyltrimethyl ammonium cations(HDTMA-mont) were investigated. One-site mass transfer model(OSMTM) and two compartment first-order kinetic model(TCFOKM) were used to analyze kinetics. As expected from the number of model parameters involved, the three-parameter TCFOKM was better than the two-parameter OSMTM in describing sorption and desorption kinetics of chlorophenols in HDTMA-mont. For all chlorophenols, the results of OSMTM analysis indicate that the predominant deprotonated speciation(at pH 9.15) exhibited higher mass transfer coefficient( $k_{s}$ ) than the protonated speciation(at pH 4.85). This is because the deprotonated speciation has stronger hydrophobic interaction than protonated speciation. Most sorption completes in three hours. The fraction of the fast sorption and the first-order sorption rate constants for the fast and slow compartments in TCFOKM were determined by fitting experimental data to the TCFOKM. The results of kinetics reveal that the fraction of the fast sorption( $f_1$) and the sorption rate constants in the fast compartments( $k_1$) were in the order 2,4,5-TChP > 2,4-DChP > 2-ChP, which agrees with the magnitude of the $K_{ow}$ . The first-order sorption rate constants in the fast compartment(10$^{0.8}$ - 10$^{1.22}$ h $r^{-1}$ ) were much larger than those in the slow compartment(10$^{-1}$.74/ - 10$^{-2}$.622/ h $r^{-1}$ ).> ).).

폐기물 매립층의 침하는 매립 폐기물의 조성특성의 영향으로 인하여 침하특성이 일반 흙의 토질역학적 거동과 다르게 나타난다. 폐기물의 침하특성은 매립당시 나타나는 폐기물 하중에 의한 침하특성과 향후 장기적으로 유발되는 생화학적 침하특성을 구분하여 규명하는 것이 필요하다. 본 연구에서는 국내 대표적 매립지 폐기물 침하에 대한 계측자료를 바탕으로 역학적 일차 압축침하와 생화학적 이차 압축침하에 대한 침하특성계수를 산정하였다. 또한 Sower(1973)의 매립지 폐기물에 대한 침하량 산정식을 응용하여 다단형 매립지 폐기물에 적용할 수 있는 침하량 산정식을 구성하였다.

Four crop plant species were tested to assess an ecotoxicity in arsenic-amended soils. Test plants were Sorghum bicolor, Cucumis sativus, Triticum aestivum, and Phaseolus radiatus. The presence of arsenic decreased the root and shoot growths. Arsenite was more toxic than arsenate to all test plants. Root growths of Phaseolus radiatus and Cucumis sativus seem to be a good protocol to assess ecotoxicity of soils contaminted by arsenic.

Immobilization is seen as a promising technology for lead remediation. In a laboratory experiment, immobilization of lead with soluble P was tested as a function of reaction time and P concentration. The P treated with an acidic solution to enhance heavy metal immobilization was worked into the soil, and within 7 days, lead was stabilized. Different molar ratios of soluble phosphates (super-phosphate and KH$_2$PO$_4$) would be considerably effective to accelerate the formation of highly insoluble minerals due to the lack of leachable Pb in the contaminated soil. Although it was demonstrated that the addition of soluble phosphates with an acidic solution significantly reduced available lead in soil up to over 95%, remaining phosphorus in soil matrix might cause a possible groundwater eutrophication in the near future.

Tile pilot scale biopile system was designed and constructed for evaluation of biopile efficiency. For the biopile system construction, two soil samples that were contaminated by mainly diesel were selected. The pilot scale biopile were consisted of the biopile dome, aeration system and monitoring system and two biopiles(pile A and pile B) were operated with nutrients and inoculum for more 100 days. The initial TPH concentrations for pile A and pile B were about 10,000 mg/kg and 2,300 mg/kg, respectively. After 70 days, the microbial densities in the pile A was increased and in the pile B it was no changed. The TPH contents decreased about 70% in the pile A and 30% in the pile B. Also, various kinds of PAHs were detected by analyzing the GC/MSD, and the reducing ratio in the piles A and pile B were similarly declined. The average biodegradation rates were calculated about 66.8mg/kg-day in the pile A and 10.9mg/kg-day in the pile B. During the operation period, pile temperature was the major limiting condition for the efficiency of all biopiles.

Soil environment has not received much attention from the environmental impact assessor community although soil contamination may affect human health and the eco-system. This study was the first trial to discuss the role and importance of soil environment in the environmental impact assessment(EIA) and suggest possible environmental impact assessment schemes for soil. The objectives of the study were to show the effects of soil contamination on human health, the environment and the social community, suggest efficient EIA schemes in Korea and establish the basic concepts of soil environment assessment involving fate and transport of contaminants and its risk.

Laboratory scale study for an area of influence and flowing aspect of groundwater saturated zone was conducted for three sediment grains. On the AMG(Average Modal diameter Grains) 0.34, 1.38, 3.89mm diameter samples, the affected area of the aquifer were 15.2, 37.0, 30.0%/m2 each. Air flow for AMG 0.34mm diameter grain size provides indication of pattern of channelized air flow in saturated zone and expansion state in above saturated zone. For AMG of 1.38, 3.89mm diameter grains, air flow are pervasive air flow, forming a symmetrical cone of influence around the injection point. And also AMG 1.38, 3.89mm diameter samples show onset of collapse and approach to steady state in above saturated zone, respectively. In this study, optimal sites for in situ air sparging, may be grain diameters between about AMC 1.5～2.5mm diameter.

Batch slurry experiments were conducted to develop cement/slag/Fe(II) system that could treat hazardous liquid wastes containing halogenated organic solvents. Portland cement in combination with Fe(II) was reported to reductively dechlorinate chlorinated organics in a modified solidification/stabilization process. TCE (trichloroethylene) was used a model halogenated organic solvent. The objectives of this study were to assess the feasibility of using cement and steel converter slag amended with Fe(II) as a low cost abiotic reductive dechlorination and to investigate the kinetics of TCE dechlorination over a wide range of TCE concentration. From the result of screening experiments, cement/slag/Fe(II) system was identified as a potentially effective system to treat halogenated organic solvent. Kinetic studies were carried out to further investigate degradation reaction of TCE NAPL (Non Aqueous Phase Liquids) in cement/slag/Fe(II) systems by using batch slurry reactors. Degradation rate of TCE solution in this system can be explained by pseudo-first-order rate law because the prediction with the rate law is in good agreement with the observed data.

In this paper, removal of diesel hydrocarbons (C$_{10}$-C$_{22}$) for dry and moist soil was investigated so that microwave-enhanced soil vapor extraction(SVE) reduced soil treatment time and raised remediation efficiency. Kinetic constants of diesel hydrocarbons with microwave energy were 7 times on dry soil and 1580 times on moist soil as much as those of SVE process without microwave energy. The diesel removals were 67.7～78.4% for $C_{10}$ and $C_{12}$, and 0～18.5% for $C_{14}$～C$_{22}$ for dry and moist soil with SVE process only. On the other hand, dry soil with microwave-enhanced SVE process showed 89.3～99.4% removal for $C_{10}$ and $C_{12}$ and 35.6～67.0% for hydrocarbons over $C_{14}$. All hydrocarbons(C$_{10}$～C$_{22}$) studied were significantly removed (93.6～99.8%) for moist soil with microwave-enhanced SVE process. Almost all diesel hydrocarbons were usually considered as semi-volatile compounds(SVOCs). Microwave-enhanced SVE process might have a great potential for remediation of soils contaminated with SVOCs.OCs.

본 연구에서는 유류오염토양 세척유출수내 미세토사의 효율적 제거를 위한 최적의 방안 및 적용 운전 조건을 도출하고자 하였다. 응집제를 주입하지 않은 blank 실험결과, 광운대학교 토양 세척유출수는 pH 7～12의 범위에서 65～75%의 효율을 나타내었고, 우이천 하천퇴적 토양 세척유출수는 pH 7～11의 범위에서 30% 안팎의, pH 12에서는 70% 정도의 낮은 효율을 나타내었다. pH 13에서는 두 가지 세척유출수에서 각각 91%, 85%의 효율을 나타내었다. 응집ㆍ침전 실험 결과, 광운대학교 토양 세척유출수는 FeC13, alum, PAC을 적용하였을 때 대체로 99% 이상의 효율을 보였으나, PAM을 적용하였을 때는 pH 13에서만 약 95%의 효율을 보였을 뿐 pH 7～12의 범위에서는 50～70%의 낮은 효율을 보였다. 우이천 하천퇴적 토양 세척유출수는 alum과 PAC을 적용하였을 때 대체로 90% 이상의 효율을 나타내었으나, FeC13와 PAM을 적용하였을 때는 pH 13일 경우에서만 98%이상의 효율을 보였을 뿐 다른 pH조건에서는 대체로 60%이하의 효율을 보였다. 두 가지 세척유출수에 대하여 높은 효율을 보인 alum과 PAC의 경제성을 비교해본 결과 같은 양의 세척유출수를 응집처리 할 경우 PAC에 비하여 alum을 적용하였을 때 적은 비용이 소요되었다. 따라서 alum이 효율성과 경제성에서 가장 우수함을 알 수 있었다.

비소로 오염된 폐광산 하류부의 하천퇴적 토양과 밭 토양에 대한 연속추출법 적용 결과, 토양과 비소의 결합력이 약하여 쉽게 용출이 가능한 비소가 각각 39.5%, 33.8%로 비교적 높은 비율을 차지하고 있었으며, crystalline minerals에 존재하는 비소도 각각 52.6%, 62.3%의 큰 비중으로 존재하였다. 수산화나트륨을 최적 농도인 200mM과 6시간의 운전조건으로 각기 다른 진탕비(1:3, 1:5, 1:10, 1:20. 1:30)에서 연속 토양세척실험을 한 결과, 최적 진탕비는 2가지 토양에 대하여 모두 1:5가 적합하였다. 하천퇴적 토양은 1단계 세척후의 농도가 약 3mg/kg으로 토양환경보전법 가지역의 우려기준(6mg/kg) 이하였으며 2단계 세척시 1mg/kg까지 떨어졌다. 밭 토양의 경우에는 3단계 세척시 나지역 우려기준에 해당되는 20mg/kg보다 낮은 농도를 보였으며, 5단계 세척시에는 가지역 우려기준에 근접한 약 8mg/kg까지 낮아짐을 알 수 있었다.

유류 오염토양에 대한 과산화수소의 화학적 고도산화에 대한 실험실 및 현장 적용 가능성을 타진하였다. 현장 오염토양 10g에 각각 과산화수소(34.5%) 원액을 중량비로 0.3%, 0.6%, 1.0%, 2.0%를 처리하여 혼합 후 실험실에서 1일 반응 후 TPH 농도를 분석하였다. 분석결과 토양 대비 2.0%의 과산화수소를 투입한 처리구에서 가장 높은 복원 효율을 측정할 수 있었고 2.0%까지의 투입농도에서 미생물의 농도 변화는 측정되지 않았다. 오염된 토양에 과산화수소를 오염 토양 중량 대비 2%를 분무기로 살포 후 로타리가 설치된 경작 장비로 뒤집기 수행하여 1일 후 오염토양의 오염농도를 분석한 결과 초기 TPH 5,365ppm의 농도가 2,317ppm으로 56.8% 복원된 것을 확인할 수 있었다.

Pilot-scale soil washing facility was developed and operation condition was determined in order to remediate a soil contaminated with As, Ni and Zn. Soil washing facility is composed of soil particle separation, soil washing and wastewater treatment process. Both oxyanionic As and cationic Ni and Zn were effciently removed using HCl rather 0than H$_2$SO$_4$ and H$_2$PO$_4$. This is why oxyanion and cation metals can be extracted simultaneously from the contaminated soil in acidic solution. Further, the contaminated soils include calcite and then demand much acidity, that is consumption of acid solution. Fine particles are enriched with contaminants, and coarse particles are removed effectively rather than fine particles. As, Ni and Zn are strongly associated with minerals, and then the residence time should be increased for a reaction with washing solution.

Tile development of a porous iron-oxide coated sand filter system can be modelled with the analytical solution of tile transport equation in order to obtain the operating parameters and investigate the mechanism of arsenic removal. The adsorbed amount from the model simulation showed the limitation of adsorption removal during arsenic transport. A loss reaction term in the transport equation plays a role in the mass loss in column conditions, and then resulted into the better model fitting, particularly, for arsenate. Further, the competitive oxyanions delayed the breakthrough near MCL (10 $\mu$g/L) due to the competitive adsorption. This is the reason why arsenate can be strongly attracted in tile interface of an iron-oxide coated sand, and competing oxyanions can occupy the adsorption sites. Therefore, arsenic retention was regulated by non-equilibrium of arsenic adsorption in a porous iron-oxide coated sand media. The transport-limited process seemed to be affect the arsenic adsorption by coated sand.

유류로 오염된 토양에 과산화수소를 주입 후 펜톤유사반응을 유도하여 유류오염토양의 복원 가능성을 조사해 보았다. 과산화수소의 분할 주입 후 TPH와 BTEX 제거율은 최고 99.04 %와 99.25%로 각각 나타났으며, BTEX와 TPH가 혼합 오염된 토양에서 펜톤유사반응을 적용하였을 때 BTEX의 분해보다 TPH의 분해가 빠르게 진행되는 것을 알 수 있었다.

In the past several years phytoremediation, defined as the use of plants for removing contaminants from media such as soils or water, has attracted a great deal of interest as a potentially useful remediation technology. In this study, we have attempted to asses the effectiveness of phytoremeidation of disel contaminate soils using hybrid poplar species. 3 poplar species had removed disel from soil effectively and toxic effect was also observed over 2500mg/kg disel contaminated soil, which indicating reducing disel removal.

본 연구에서는 유류오염 토양현장샘플을 이용한 실험실 규모의 회분식 실험을 통해 다양한 환원조건하에서 BTEX와 MTBE의 자연정화 평가 및 현장 생복원 기술 적용 타당성을 검토하는데 있다. 첫째, 오염토양과 비오염 토양에서 충분한 전자수용체의 존재는 유류오염물질의 생분해능을 증가시킬 수 있었음 알았다. 둘째, 같은 토양이라도 전자수용체의 종류와 유류오염물질의 특성에 따른 생분해능의 다양성을 확인할 수 있었다. 셋째, BTEX에 비해 MTBE의 분해가 매우 느림을 확인하였다. 본 실험은 아직 초기 단계의 실험으로 현장 조건을 충분히 만족 시키지는 못한다. 추가적인 pH 변화에 따른 전자수용체의 이용 특성 및 토양-지하수 microcosm test, 혐기성 생분해 부산물인 $CO_2$, $N_2$ 또는 $N_2$O, TBA의 연구가 실시되어야 하겠다.

Acid mine drainage(AMD) is one of the most serious environmental concerns associated with the mining industry around the world. The objective of this study is to assess the potential of sewage sludge as a carbon source for sulfate reducing bacteria and waste lime and steel slag as a neutralize agent for acid mine drainage bioremediation for use in permeable reactive materials. The study was performed using synthetic AMD in six column experiments. The effluent solution was systematically analysed throughout the experiments. The results of the study indicated that sewage sludge, waste lime and steel slag were the most effective for the AMD treatment as a permeable reactive materials.

지리적으로 이격된 마산과 서부산 지역의 불국사 화강암 분포지에서 정량적인 풍화도를 판별하기 위해 화학적 풍화지수와 등급을 산정하였다. 연구를 위해 채취된 시료에 대해 풍화 생성광물 동정, 전암분석, 산침수에 의한 이온용출 시험을 실시하였으며, 풍화지수와 지형적인 요소와 풍화속도를 고려하여 풍화등급들 산정하였다. 분석 결과 동일한 물리적, 광물학적 특성을 가지고 있으나 풍화에 따라 생성되는 점토광물의 종류와 함량에서 차이를 보여주며, 풍화의 진행 경로과 범위는 매우 상이한 결과를 보여 준다. 이러한 결과는 암석의 풍화가 모암의 조건 외에 지형, 지질구조, 기온, 강수량과 같은 환경적인 요소에 밀접하게 관련되어 있는 것을 의미할 뿐만 아니라 풍화도 산정에서 환경적인 요소에 대한 해석이 반드시 요구된다.

화강암에 대한 화학적 풍화특성과 풍화 정도의 정량적으로 표현하기 위한 방법으로 조사지역의 지형자료에 기초한 습윤지수(wetness indes)를 산정하였으며, 중화속도 및 등급을 산정하였다. 습윤지수는 지형 고도를 이용하여 2-5m 크기의 격자로 구성 된 수치고도모형을 작성하여 계산하였으며 풍화속도와 등급은 Profile model을 이용하였다. 연구대상지역은 마산지역과 서부산지역으로 집수지형을 지시하는 습윤지수의 분포는 마산지역에서 다소 높은 지수 값을 보인다. 임계부하량(critical loads)에 의한 풍화등급은 마산 가포동 지역과 서부산 견마도 지역은 각각 3등급과 4등급에 해당하여 견마도 일원에서 높은 풍화 정도를 지시한다. 이와 같은 결과는 동일한 화강암 분포지의 경우에도 구성 광물의 비율과 기온과 강수량과 같은 지역적인 특성에 따라 상이한 풍화 경향이 나타남을 지시한다.

Batch experiments were conducted to investigate the sorption and desorption behaviors of PAHs (naphthalene, phenanthrene and pyrene) in soils. Three different soils montmorillonite KSF (foc =0.14%), masato (foc =0.08%), and diatomite (foc =0.007%) were investigated. The results of sorption-desorption experiment indicate that the sorption affinity of PAHs was in the order of montmorillonite > masato > diatomite. The Freundlich model was well fitted to the sorption and desorption data. Sorption affinity increased as loc increased. Desorption of PAHs from soils was biphasic composed of reversible and irreversible compartments. Desorption-resistance of phenanthrene in soils was also determined. The biphasic desorption model was used to explain desorption-resistance of phenanthrene in soils. The linear term represents reversible sorption fraction and Langmuinian-type term represents desorption-resistant fraction.

약 10,000 ing TPH/kg으로 오염시킨 디젤오염토양을 계면활성제로 세정한 결과 단일 계면활성제를 사용한 경우에는 POE12가 63%로 가장 세정효율이 우수하였다 단일 계면활성제를 혼합하여 세정한 결과 POE12와 SDS를 1%로 혼합하였을 때 10%의 세정증가효과가 있었으나, 다른 혼합액에서는 POE12를 단일로 사용한 경우와 유사하거나 오히려 감소하였다. 토양세정과 응집제를 사용하여 디젤오염토양을 정화할 경우 비이온 계면활성제인 POE12와 음이온 계면활성제인 SDS를 혼합하여 세정한 후 고분자 응집제인 A601p를 사용하여 세정액을 응집처리하는 것이 가장 효과적이었다.

In order to identify the origin and nature of the spilled oil in the potential source, we analyzed the pattern of alkyi PAM(Polynuclear Aromatic Hydrocarbons) in fuel standard and environmental samples. Alkyl PAM patterns are used for fuel-type identification in weathered environmental samples. Detection of alkyl PAH was achieved by operation CC/MS in the SIM mode. We chose ions of naphthalene(m/z 128), C1-naphthalene(m/z 142), C2-naphthalene(m/z 156), C3-naphthalene(m/z 170), C4-naphthalene(m/z 184) for the comparison of this pattern according to the type of fuel. We analyzed tile pattern of alkyl PAH in neat gasoline, kerosene, diesel, and JP-8, and in groundwater samples which were collected in monitoring wells. The distribution map of alkyl-naphthalene shows different patterns among four different fuel types (gasoline, kerosene, diesel, and JP-8). Particularly, tile distribution map of kerosene and JP-8 is found to be of value in identifying fuel type in that the difference is clear. Therefore distribution patterns of alkyl-PAH compounds provide another useful tool for fuel-type identification of petroleum fuels.

The objective of this study was to decide the designing factor for remediaton of the contaminated site. The soil and ground-water samples were analyzed and hydro- geological characteristics was assayed for the survey of pollution level. Also air-permeability test and MPN(most probable number) test were conducted for selecting the designing factor. The contaminants were mainly found in north-west part of the site and were expected to move toward the south. Ex-situ technology was expected more useful than in-situ one with the results of air-permeability test saying that air permeability was relatively low. Additional microbes were expected for remediation efficiency because residual microbes were loosely populated. The choosing of the designing factor was requisite for remediation of contaminated site.

The various microbial tests were performed to determine bioremediation agent capacity for eight strains isolated from the oil contaminated regions. Two tests for isolated strains were conducted such as cell hydrophobicity and emulsifying activity. The biodegradation of SHM (saturated hydrocarbon mixture) and AHM (aromatic hydrocarbon mixture) with the strains also was carried out. The strains having higher cell hydrophobicity and emulsifying activity degraded petroleum oil effectively. The degradation capacity for SHM was represented more than 90% in YS-7 and WLH-1 of isolated strains, and KH3-2 were capable of degrading AHM. Especially, WLH-1 as yeast was shown more than two or three times in the degradation capacity of automobile engine lubricants and the biomonitoring results of contaminated soil for residual oil degrading test showed that the hydrocarbon biodegradation was increased in the second treatment by this strain.

The objective of this study was to examine the infiltration pattern in a soil developed from granite using tile nonfluorescent and nontoxic food dye, Brilliant Blue FCF (C$_{37}$ $H_{34}$$N_2$Na$_2$$O_{9}$S$_3$) as the dye tracer. A homogeneous matrix flow occurred in the A horizon with weak, medium granular structure and fingering at the interface of finer-textured A horizon and coarser-textured C horizon. Pegmatitic vein originated from the granite and plant root in C horizon induced preferential flow.w.

Micellar enhanced ultrafiltration (MEUF) is a surfactant-based separation process and it can remove heavy metal ions from aqueous stream effectively. However, it is necessary to recover and reuse surfactants for economic feasibility because surfactant is expensive. Foam fractionation was investigated for both anionic and cationic surfactant recovery. Chelating agent such as ethylenediaminetetraacetic acid (EDTA) was studied for the separation of heavy metals from surfactant solution. Anionic surfactants bound with heavy metals can be recovered by lowering pH (acidification). In this study, citric acid and imminodiacetic acid (IDA) were applied to release copper from sodium dodecyl sulfate (SDS) micellar solution and compared with EDTA. Precipitation of copper by ferricynide and sodium sulfide were also investigated. As a result, ca. 100 % of copper was released from SDS micellar solution by 5 mM of EDTA and citric acid. And 3.3 mM of ferricyanide formed precipitate with 82.7 % of copper. 5 mM of IDA and sodium sulfide released or formed precipitate 82.5 % and 58.9 % of copper, respectively. Citric acid is harmless to environments and ferricyanide precipitates with Cu easily. Therefore, it is considered that citric acid and ferricyanide have competiveness over a famous chelating agent, EDTA, for the separation of Cu from SDS solution.

To identify the effect of geology and land use, the hydrogeochemical and multivariate statitstical analysis were executed for stream water collected in headwater region of Daecheong reservoir. Hydrogeochemical analysis was showed the effect of weathering process such as dissolution of calc-silicate minerals to hydrochemistry of stream water with contrasting geology. Cluster and principal components analysis can also help to identify the source of dissolved components in stream water.

Henry's law constants of trichloroethylene (TCE) and tetrachloroethylene (PCE) in air-aqueous surfactant systems were determined by gas chromatography headspace analysis of closed system. The effect of surfactant type and concentration was investigated.

Arsenic is a toxic and carcinogenic metalloid, whose sources in nature include mineral dissolution and volcanic eruption. Abandoned mines and hazardous waste disposal sites are another major source of arsenic contamination of soil and aquatic systems. To predict concentrations of the toxic inorganic arsenic in aqueous phase. the biogeochemical redox processes and transport behavior need to be studied together and be coupled in a reactive transport model. A new reaction module describing the fate and transport of inorganic arsenic species (As(II)), dissolved oxygen, nitrate, ferrous iron, sulfate, and dissolved organic carbon are developed and incorporated into the RT3D code.

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.

Solubilization isotherms of TCE in the nonionic surfactants were studied. In this research, the maximum solubilization of TCE in the micelle was observed at the HLB of approximately 15. Increasing carbon number, solubilization of TCE was enhanced with the same ethoxylated alcohols number in brij surfactants.

An anaerobic PCE(tetrachloroethylene) dechlorinating bacterial culture from a landfill soil was enriched and characterized. The enrichment culture could dechlorinate 60$\mu$mol/$m\ell$ of PCE during a month of incubation and cis-DCE(cis-dichloroethylene) was observed as a main product of PCE dechlorination. Microbial analysis of the dechlorinating enrichment culture by rising PCR-DGGE (Polymerase chain reaction-Denaturing gradient gel electrophoresis) method showed that at least three microorganisms were related to the anaerobic PCE dechlorination.

강변여과 취수방법을 이용한 광역상수도 시설이 고려되었던 경북 고령군 다산면 지역에 대해 하천수위 및 강우량 변화에 대한 하천유입수 비율 변화를 계산하였다. 1년을 주기로 변화하는 하천수위 및 강우량에 대해 동적순환 초기조건(dynamic cyclic initial conditions)을 고려하여, 10년간을 모사하여 마지막 1년에 대한 지하수위 및 하천유입수 비율변화를 살펴보았다. 하천수 유입비율은 함양 인자인 강우량에도 민감한 반응을 보이며, 또한 경계조건이되는 하천수위 변동에도 크게 변화한다. 그러나, 함양이 증가하면 취수정으로의 지하수 유입비율이 커지나 이와함께 하천수위도 증가하므로 이는 곧 하천유입수 비율의 증가를 유도하는 상반된 결과를 가져온다. 강우량이 많은 경우 일정한 지연시간 이후 하천수위가 최대가 되며, 이로 인한 하천유입수 비율이 수일사이에 크게는 30% 이상의 변화를 보인다. 강변여과 취수지역에서 최적의 수질 및 수량 운영을 위해 실제 강우량과 하천수위변화를 이용한 유입수비율변화 예측이 바람직하다.

An attempt has been made in this study to evaluate an applicability of Relative Effective Porosity Model (REPM) as a method for estimating saturated hydraulic conductivity (K$_{s}$) for homogeneous coarse, medium, and fine sands. The saturated hydraulic conductivities obtained from REPM are converted into average linear velocities using Darcy's Law and compared with the results from experimental tracer tests for homogeneous coarse, medium, and fine sand layer. Two types of tracer tests analyses, analytical solution using CXTFIT and moment methods, are performed to obtain reasonable linear velocity range for each layer. For the coarse and medium sands, the converted average linear velocity from REPM is in the velocity range obtained from tracer tests. However, small difference between the results from REPM and tracer tests is found for the fine sands. These results show that REPM gives reasonable estimates of saturated hydraulic conductivity.y.

Surfactant-enhanced electrokinetic (EK) process was investigated to remove polycyclic aromatic hydrocarbons (PAHs) from low-permeable soils. Phenanthrene and kaolinite were selected as a representative PAH and a model soil, respectively. A nonionic surfactant Tergitol 15-S-12 was applied to improve the solubility of phenanthrene and sodium chloride was used as an electrolyte at the various concentrations from 0.001 to 0.1M. The addition of electrolyte affected both the removal efficiency and operation cost. When electrolyte was introduced, the electrical potential gradient became low and thus power consumption was reduced. However, as electrolyte concentration increased, the electroosmotic flow also decreased, so the removal efficiency of contaminant decreased. Therefore, the removal efficiency and power consumption should be considered simultaneously to determine the iptimum surfactant concentration, so a relatively lower concentration of electrolyte than certain value is desired.

This study was conducted for a rapid and simple method using GC/FID and SPME to dectermin gasonline and chlorinated solvents simultaneity. A sodium chloride concentration of 25%(vol/w) combined with such as magnetic stirried, an absorption time of 20min, an extraction temperature of 4$0^{\circ}C$, the volume of minimized 50mL of gaseous phase and a desorption time of 5min pleprovided the greatest sensitivity while maintaining analytical efficiency. Analytical parameter such as linearity was also evaluated. The linear range extend from 30 to 500ppb. The results of chlorinated solvents and gasoline mixed samples showed that solvents have been completely removed from the sample preparation step and more accurated than those obtained by the other methods.

The addition of oxygenates to diesel fuel can significantly reduce particulate emissions. Dibutyl maleate (DBM) and tripropylene glycol methyl ether (TGME) have been identified as possible additives based on their physicochemical characteristics and performance in engine test. However, their potential environmental impacts are unknown. therefore, practical considerations in the selection of an oxygenate additives should include cost, availability, compatibility with engines and fuel, and, particularly, its overall environmental impact. This study was investigated to determine optimal condition for the analysis of potential diesel oxygenates using SPME technique with GC-FID. Four fibers were compared and CAR/PDMS fiber was found to be the most sensitive when used direct-sampling. An absorption time of 30min and a desorption time of 5min provided to be the most sensitivity. The effects of experimental parameters such as the addition of salts, agitation, absorption time, compositon on the analysis were investigated. Analytical parameter such as linearity was also evaluated.

The photocatalytic degradation of Endocrine Discruptors, dibuthyl phthalate(DBP) has been investigated over TiO$_2$ photocatalysts irradiated with a ultraviolet (UV) light. The effect of operational parameters, i.e., reaction time, light intensity, pH and additive on the degradation rate of aqueous solution of Endocrine Discruptors has been examined. Results show that the employment of efficient photocatalysts and the selection of optimal operational parameters may lead to degradation of Endocrine Discruptors solutions.

토양오염의 확산과정중의 서로 다른 지질적 기반위에 놓인 토양에 대한 침투특성과 4단계 이상의 장력을 적용하여 침투율을 산정하였다. 장력과 침투율과는 지수함수로 비선형 회귀시켜서 산정하였으며, 단지 몇단계의 장력만으로 구하여진 값보다 더 많은 불포화대수리특성과 신뢰성있는 포화수리전도도를 제공할 수 있을 것이다. 구하여진 침투율은 토양분석결과를 비교했을 경우 점토함량이 적은 시료에서 적게나오는 경향이 있고, sand가 많은 토양의 경우 높게 산정되었다.

조석의 효과가 대수층에 미치는 해안대수층에서 지하수-기표수 상호작용에 관한 모사를 위해 수치모델링을 이용하였다 모사에 사용한 모델은 하천경계와 해안경계가 서로 직교하며 하천은 대수층을 부분 관통하고 있다. 해안경계와 하천경계에 의한 동시영향을 함께 모사한 결과, 해안경계에 의한 효과는 일정한 범위까지만 나타났으나, 하천경계에 의한 영향은 시간의 증가에 따라 영향범위가 넓어졌다. 하천경계와 해안경계조건이 만나는 부근에서는 해안경계에 의한 지하수위의 반복적인 상승과 하강으로 인해 두 경계조건에 의한 지하수위가 상호 상승작용을 일으키기도 하고 상호 상쇄되어 지하수위의 변화가 없는 엉역이 나타나기도 한다. 따라서 이러한 하천과 해안경계조건이 상호 교차하는 주변 대수층에서의 수위를 측정하여 해안대수층에서의 수리상수를 추정하면 수리확산계수를 과대 혹은 과소평가하는 오류를 범할 수 있으므로 주의를 요한다.

KMnO$_4$에 의한 TCE 용액의 분해에서 Headspace를 가진 반응 용기는 liquid sample을 headspce의 관측값으로 반응의 특성을 나타낼 수 없다. 이런 특성에 의해 in-situ KMnO$_4$ 이용은 TCE의 제거 효율에서 자연적인 휘발을 고려해야한다. 1:2.45 몰비에서 liquid sample의 결과 반감기는 약 80분이고 160분에 약 67%의 제거율을 보인다. 1:12.27 몰비의 경우 반감기는 10분이고 90분에 95%의 제거효율을 보인다.

pH has been regarded as a master variable governing the heavy metal sorption on fly ash. However, the chemical constituents in the fly ash could also suggest a potential sorption site for heavy metals. So, in this study sequential extraction method is employed to evaluate the sorption behavior of fly ash for cadmium. Two different fly ashes (S-fly ash, T-fly ash) were obtained from different power plants in Korea. First, cadmium is adsorbed under four different initial pHs. And, Cd sorbed in fly ash was sequentially desorbed following the sequential extraction method suggested by Tessier. In test results, the effect of pH increase was differently exerted in two fly ash. In S-fly ash, exchangeable fraction was dominated in low initial pH, however, as increasing initial pH, the fraction bound to carbonate increased. In the T-fly ash, regardless of initial pH the fraction bound to carbonate was major part of sorption estimated. The fraction bound to Fe/Mn oxide was about 10% in T-fly ash, and 5% in S-fly ash at high pH.

Heavy metal release from wastewater is a serious environmental problem, and therefore, various wastewater treatment techniques have been developed. Among the techniques, sorption technique is most attractive. Considerable researches have been recently focused on finding out inexpensive sorbents, especially from various natural materials. In order to evaluate the applicability of the scoria taken from the Jeju Island, Korea to remove heavy metals (Pb, Cu, Zn, Cd) from aqueous solutions, equilibrium sorption experiments were conducted in this study. In equilibrium tests, powdered activated carbon (PAC), one of the most commonly used sorbents, was also tested to compare the effectiveness of the Jeju scoria with that of PAC. The Jeju scoria had larger adsorption capacity and affinity for metal ions (Pb(II), Cu(II), Zn(II), Cd(II)) than PAC. The sorption parameters of the two sorbents were evaluated by using both the Langmuir and Freundlich isotherms, and the sorption data were better fitted to the Freundlich isotherm. In addition, the sorption behavior of metal ions (Pb(II), Cu(II), Zn(II), Cd(II)) onto the scoria displayed a typical characteristic of the cation sorption. The removal of metal ions decreased at a lower pH condition due to competition with hydrogen ions for the sorption sites of Jeju scoria, while the removal increased at a high pH condition due to hydroxide precipitation.

강원도 지역 탄산수에 대해 혼합에 의한 용존 희유원소의 거동특성 및 탄산염 침전물 형성에 따른 REE 분별작용을 살펴보았다. 탄산수들은 화학적으로 $Na-HCO_3형,\; Ca-Na-HCO_3형\; 및\; Ca-HCO_3$형으로 구분되며, 동위원소조성도 유형에 따라 명확히 구분되는 특징을 보인다. 지화학 및 동위원소 자료의 해석 결과, $Na-HCO_$형 탄산수는 지하심부에서 심부 기원 $CO_2$의 공급에 의해 형성된 반면, 다른 두 유형의 탄산수들은 $Na-HCO_$ 형 탄산수와 천부지하수 간의 혼합에 의해 생성되었음을 지시하였다. 탄산수 내 용존 REE 함량은 물 유형에 따라 변화하지만, ∑REE 함량은 TDS, pH, alkalinity, $\delta^{18}O$$\delta^{18}O$ 및 tritium 함량과 좋은 상관성을 보여주어, 천부 지하수와의 혼합된 특징을 나타내었다. Na-HCO$_3$형 탄산수의 용존 REE 패턴은 강한 HREE 부화를 보여주어 이른바 'S-shape'을 나타내는 반면, $Na-HCO_$ 형은 분산되어 있으며 LREE 부화를 보여주었다. $Ca-Na-HCO_3$형은 약한 HREE 분화 패턴을 보여주었다. 탄산수로부터 침전된 침전물과 침전물을 제거한 잔류물의 REE 패턴은 원 탄산수와 거의 유사한 형태를 보여주어, 탄산염 침전물과 잔류물 간의 REE 분별작용은 일어나지 않았음을 나타낸다.지 않았음을 나타낸다.

A sol-gel fiber-optic biosensor with encapsulated pH-sensitive fluorophore and immobilized genetically modified toluene-o-xylene monooxygenase was developed to detect TCE and PCE, which are carcinogenic chlorinate organic compounds prevailing in ground water. The sensitivity was characterized for the composition of sol-gel, and manufacturing procedure. The intensity curve reveals a linear range of intensity for pollutant concentration range of 0.01ppm and 1ppm. The change in intensity was appeared to be larger at each of L for same condition, and, therefore, the wavelength of λ was chosen for the analytical measurement.

광미와 오염된 토양에 함유되어 있는 중금속은 물리ㆍ화학적 환경 변화에 따라 안정화되어 자연적으로 정화가 진행되거나, 혹은 재용출 될 수 있어 중요한 오염원으로 작용 할 수 있다. 따라서 중금속 원소의 존재형태를 규명하여 물리ㆍ화학적 환경 변화에 따른 중금속의 거동을 예측하고자 Tessier et al (1979)의 방법을 이용하여 연속추출을 수행하였다. 구룡광간의 광미와 오염된 토양에 함유된 중금속과 마량원소의 존재형태를 비교해 보면 Fe를 제외한 모든 원소의 존재형태가 안정상인 잔류형태로 존재하였다. Cd, Co, Cu 및 Pb의 경우 잔류형태 다음으로 비정질 산화광물형태로 수반된 형태도 중요한 존재 형태인 것으로 나타났다. 그러나 Fe은 비정질 산화광물의 형태가 가장 우세한 것으로 나타났으며, 황화광물과의 결합형태가 상대적으로 우세한 경향을 보였다.

산화환경에 노출된 폐광석에 포함되어 있는 황화광물은 산소와 물과의 화학반응을 통해 산화작용을 받게 되고, 이로 인하여 Fe, Mn, Pb, Zn, Cu 및 As등의 원소의 용해반응이 발생할 것으로 예상된다. 그러나 이와 같이 용해된 금속이온은 pH등 환경의 변화에 따라 2차광물(산화광물 및 황산염광물)로 침전되거나 흡착되어 수용액으로부터 제거되어 자연적으로 고정화 될 수 있다. 이처럼 황화광물의 산화작용에 의해 형성된 2차광물에 대한 광물학적 연구는 광산복원을 결정하는데 직접적인 지구화학적 자료로 활용될 수 있다. 삼산제일광산에 방치된 폐광석을 대상으로 XRD, SEM/EDS을 이용하여 광물학적 연구를 수행한 결과 침전과 공침, 흡착 등의 화학반응을 통하여 현재 고정화되고 있는 것이 확인되었다.

한국지질자원연구원에서 1998년부터 2002년까지 기본사업으로 5년간 수행한 대도시 지역 지하수 오염저감기술연구사업의 경제적 파급효과로서 조건부가치측정법을 활용하여 연구사업성과의 비용, 편익, 순현재가치, 비용편익비, 내부수익률을 산정하였다. 분석과제의 주요성과 중 계량화가 가능한 직접 편익은 지하수 음용화 시설 구축에 따른 편익 및 지하수 데이터 가치 편익 두가지로 분석되었다. 이들 편익에 대한 경제적 파급효과를 2002년도 현재가치로 환산한 결과, 비용은 50.9억원, 편익은 676.9억원, 순현재가치는 626.0억원, 비용편익비는 13.3, 내부수익율은 152%로 나타났다.

A total of 23 springs distributed in the southern and northern sides of Mt. Hala in Jeju Island were seasonally sampled and analyzed for their major ion chemistry and oxygen and hydrogen isotope compositions to investigate their hydrogeochemical and isotopic characteristics. Dissolved ion concentrations of the south-side springs slightly increase with decreasing altitude. This indicates that dissolved ion concentrations of groundwater recharged at higher altitudes increase by water-rock interaction during the downgradient migration of groundwater through highly permeable volcanic aquifer. Dissolved ion concentrations of the north-side springs also slightly increase with decreasing altitude, but dramatically increase at ～300 m.a.s.l. This may indicate a sudden input of contaminants to the north-side groundwater system around ～300 m.a.s.l. Springs located in areas above ～300 m.a.s.l. have very low concentrations of dissolved ions, showing little seasonal variations. Whereas springs located in areas below ～300 m.a.s.l. show a big seasonal variation in the concentration of dissolved ions. Seasonal variation of oxygen isotope compositions of springs is ～3$\textperthousand$ for high-altitude springs (～1700 m.a.s.l.) and is ～2$\textperthousand$ near shore, indicating an attenuation of the variation through mixing with other groundwater bodies during migration.

매립장 침출수로 인해 오염된 매립장 주변 지하수 정화를 위한 실내실험을 실시하였다. 오염물로는 대표적 염화용제인 TCE와 PCE, 그리고 중금속인 As, Cd, Cr, Pb에 대하여 Air-sparging, 오존 산화법, 화학적 처리방법에 의한 정화효율 실험을 실시하였다. Air-sparging은 TCE, PCE에서 높은 제거효율을 가졌으며, 오존 산화법은 Cr, Pb에서 제거 효율이 좋았다. 반응제를 첨가한 공침방법의 경우, 모든 중금속에 대하여 소석회 첨가시 매우 높은 제거효율을 보였으며, As는 황산제일철에서, Cd, Cr, Pb는 탄산칼슘과 제올라이트 첨가시 높은 제거효율을 나타내었다. 실험결과로부터, 유기오염물과 중금속이 혼합되어 나타나는 매립장 주변 오염 지하수의 경우 휘발성 유기오염물의 제거를 위해서는 폭기방법이, 중금속의 경우에는 공침방법에 의해 수산화물, 탄산염으로 만들어 고형물로 처리하는 방법이 제거효과가 좋은 것으로 나타났다.

이 연구는 안정동위원소를 이용하여 제주도 한림 지역의 지하수 환경 및 오염 특성을 규명하고자 시행되었다. 이를 위해 2002년 8월, 11월과 2003년 4월, 8월 네 차례에 걸쳐 39개 지점에서 지하수 및 용천수 시료를 채취하였다. 연구지역은 농촌지역의 대표적 오염특성인 질산성 질소의 오염이 심각하게 나타났으며, 고도 100m 내외에서 급증하는 특성을 보인다. 특히, 집중 강수가 있었던 8월에는 이러한 현상이 심화되었다. 질소 동위원소를 이용한 오염원 추정 결과, 대부분 화학비료의 영향으로 나타났으며, 이는 토지 이용 특성과 일치한다. 강수의 산소ㆍ수소 동위원소 조성은 '우량효과'를 반영하였으며, 지하수 시료들의 경우 함양에서 배출까지 순환이 매우 빠른 지하수 환경을 나타낸다.

연구개발의 성과를 체계적으로 가시화하는 데는 많은 어려움이 존재한다. 이러한 적용상의 문제점은 연구개발의 input, output, outcome의 개념을 도입하여 Input-Output-Outcome Roadmap 작성으로 해소될 수 있다. 본 연구에서는 지하수 오염저감기술 연구사업에 대한 적용을 통하여 사업의 경쟁력 및 사업성을 확보를 위한 연구개발 성과의 체계적 지표를 제시하였다.

현재 복원사업이 진행 중인 서울시 청계천은 상류와 하류에서 하천의 유량이나 하폭 등에서 서로 다른 특성을 보인다. 본 연구에서는 청계천 상류와 하류에서의 지하수 유동을 모델링을 통하여 해석하였다. 그 결과 청계천 상류에서는 하천과 지하수면이 서로 분리되어 있는 분리손실하천의 형태를 보이는 반면, 청계천 하류에서는 하천과 지하수면이 서로 연결되어 있는 연결손실하천의 형태로 나타났다. 또한, 본 연구에서는 지하수 모델링 결과를 이용하여 하천-지하수의 상호작용을 zone analysis 통하여 분석하였다. 청계천 상, 하류 모두 대수층으로 유입되는 대부분의 물이 하천에서 오지만, 하류에서는 대수층에서 하천으로도 물이 유출되는 것을 확인할 수 있었다. 그 외에도 zone analysis의 결과는 손실하천에서의 유량 확보 또는 유지를 위한 계획을 구상하는 데에 있어서 중요한 지표를 제시해줄 수 있다.

해수 영향을 받은 연구지역 지하수의 특성을 수리지화학적 분석과 다변량 통계분석방법을 이용하여 고찰하였다. 수리지화학 분석 결과, 연구지역 지하수는 크게 해수와 경작 등에 의한 인간활동의 영향을 받고 있음을 알 수 있었다. Cl, Na, Mg, Ca, HCO$_3$, NO$_3$, SO$_4$, K, SiO$_2$, Sr의 농도값을 이용하여 군집분석과 주성분 분석 결과, 연구지역의 지하수는 해수의 영향을 나타내는 Na, Cl에 의해 크게 영향을 받으며 3개의 그룹으로 나누어지고, 각 그룹별로 다른 특성을 보여줌을 알 수 있었다.

본 반층벽체 적용지역의 경우, 침출수의 영향으로 암모니아성 질소의 농도가 최대 29.12mg/L까지 검출되고 있으며 반응물질은 암모니아성 질소제거에 적합한 제올라이트를 선정하였다. 투수성 및 다짐강도를 고려하여 왕사와 50:50의 비율로 혼합, 적용하였으며 지하수 평균유속은 0.0864m/d이고 평균지하수위는 원지반 기준 - 4.0m의 분포를 나타내었다. 지질조사 결과, 적용구간의 지질구조는 매립층, 풍화토, 풍차암, 연암의 순서로 분포하고 있으며, 반응벽체의 설계깊이는 현장 시추조사 결과를 바탕으로 지하수의 Under-pass를 방지하기 위하여 연암층 50cm까지 관입시키도록 설계하였다. 최종적으로 선정된 반응벽체의 규모는 35m(길이) $\times$ 1.2m(두께) $\times$ 8.5 ～ 9.42m(구간별 깊이)로 설계에 반영되었다. 현재, 지하수감시정을 이용한 모니터링 결과, 상부지하수 감시정에서의 오염원은 우기의 영향으로 간헐적으로 발생하고 있으나 하부 지하수 감시정에서의 암모니아성 질소농도는 불검출 되거나 0.5 mg/L 이하로 유지되고 있다.

국가적인 수자원 다변화 정책의 일환으로 충적층을 활용한 강변여과, 지하수댐, 직접 함양 등의 다양한 충적층 지하수 인공함양 활용 가능성이 점차적으로 증대되고 있지만, 국내에서는 이를 구체적으로 활용하기 위하여 필요한 충적층 지하수의 개발 및 관리를 위한 충적층 수문지질도를 찾아보기 힘든 실정이다. 따라서, 본 발표에서는 부여 군수리 지역을 시범 대상 지역으로 선정하여 수자원 개발을 위한 충적층 활용 가능성을 평가하기 위해 기본적으로 필요한 지형적, 지질학적, 수리적 및 환경적 요소들을 포함하는 시범 충적층 수문지질도를 작성하였다. 본 충적층 수문지질도에는 지하수위 및 수질 변화, 지표 토양조건 및 지하 대수층 분포 등를 추정할 수 있는 다양한 자료들을 포함하고 있으며, 대부분의 이들 자료는 직접 현장 조사를 통해 획득되었다. 이러한 시범 충적층 수문지질도의 작성은 향후 충적층 지하수의 개발 및 관리시에 기본 자료로 활용될 것이다. 그러나, 앞으로 보다 정밀하고 효용성 있는 충적층 수문지질도 작성을 위해서는 이번 시범 작성을 참조하여 보다 많은 개선과 표준화가 요구된다.

이동장수 먹는샘물 공장부지내에 파쇄대에 위치한 관정에서 인공수압파쇄 및 인공함양 시험을 실시하여 대수성 산출 증대효과와 저장 증대효과를 살펴보았다. 인공수압파쇄 시험은 두개의 관정(MW-2, O-7)에 실시하였고, 마찬가지로 인공함양 시험도 다른 두개의 관정(O-7a, MW-7)에 대해서 실시하였다. 또한 대수성 산출능의 효과를 살펴보기 위하여 인공수압파쇄 및 인공함양시험 전후에 각각 양수 시험을 실시하여 비양수량, 투수계수, 및 수위강하를 구하였다. 따라서 사전 사후 대수성 시험 비교 결과 인공수압파쇄 시험에서는 평균적으로 약 367 %의 투수계수의 증가율과 271 %의 비양수량의 증가를 나타내었다. 마찬가지로 인공함양 시험 결과 O-7a는 약 110%의 투수계수의 증가와 약 75%의 비양수량의 증가를 보였다. 반면에 MW-7는 거의 변화가 없었다. 인공함양시험은 인공수압파쇄시험보다 낮은 투수계수 증가율을 보이거나 거의 변화를 일으키지 못했지만 주변에 있는 관정에 주입압과 비슷한 양상를 갖는 수위변화를 일으키는 것으로 보아서 함양된 주입수가 주변의 대수층에 널리 퍼져 있을 것으로 추측된다.

This study was conducted to characterize groundwater and river-water fluctuations at a riverbank filtration site in Daesan-myeon adjacent to the Nakdong River, using time series analysis. Water levels from six observation wells from January 2003 to October 2003 were measured. The autocorrelation analysis indicates that the wells are divided into three groups: group 1 represents strong linearity and memory, group 2 intermediate linearity and memory, and group 3 weak linearity and memory. The analysis indicates that groundwater levels in different monitoring wells vary in response to river-water levels, groundwater withdrawal and seasonal rainfall. Cross-correlation was also divided into three groups. Group 1 shows the highest cross-correlation function (0.49 - 0.54) for a lag time of 0 hours, group 2 intermediate cross-correlation function (0.34 - 0.45), and group 3 the lowest cross-correlation function (0.23 - 0.25). Different cross-correlation functions among the 3 groups are interpreted as an effect of tile distance from the river to the pumping wells.

The study aims to assess the quality of bank filtrate in relation to streamflow and physico-chemical properties of the stream. Turbidity, pH, temperature and dissolved oxygen (DO) of Nakdong River and riverbank filtrate were statistically analyzed. The physico-chemical properties of riverbank filtrate were measured from irregularly different seven pumping wells every day. Autocorrelation analyses were conducted to the qualities of stream water and bank filtrated water. Temperature, pH and DO of streamflow shows strong linearity and long memory effect, indicating the effect of seasonal air temperature and rainy season. Temperature of riverbank filtrate shows weak linearity and weak memory, indicating differently from the trend of stream temperature. Turbidity of steramflow shows strong linearity and long memory effect, while turbidity of riverbank filtrate indicates weak linearity and weak memory. Cross-correlation analysis shows low relation between turbidity, pH, temperature and DO of riverbank filtrate and those of streamflow. Turbidity of streamflow was largely affected by the streamflow rate, showing a similar trend with autocorrelation function of streamflow rate. The turbidity of riverbank filtrate has a lag time of 25 hours. This indicates that turbidity of streamflow in a dry season has very low effect on the turbidity of riverbank filtrate, and a high turbidity of the stream in a rainy season has a fairly low effect on the turbidity of riverbank filtrate.

This study uses time series analyses to evaluate fluctuation of water levels in a geothermal water well due to pumping, in relation to rainfall at Dongrae hot-spring site on the southeastern coast of tile Korean peninsula. The volume of water pumped from the public study wells ranges from 542 to 993 m$^3$/month, and the minimum water level ranged from 35 to 144.7 m during the measured period. Autocorrelation analysis was conducted for the withdrawal rate at the public wells, water levels and rainfall. The autocorrelation of the withdrawal rate shows distinct periodicity with 3 months of lag time, the autocorrelation of rainfall shows weak linearity and short memory with 1 months of lag time, and the autocorrelation of water levels shows weak linearity and short memory with 2 months of lag time. The cross-correlation between the pumping volume and the minimum water level shows a maximum value 1 at a delayed time of 34 months. The cross-correlation between rainfall and the minimum water level shows a maximum value of 0.39 at a delayed time of 32 months.

This study assesses groundwater vulnerability to contaminants in 12 administrative districts of the city of Changwon, using DRASTIC technique. DRASTIC was originally applied to situations in which the contamination sources are at the ground surface, and the contaminants flow into the groundwater with infiltration of rainfall. However, groundwater contamination in urban areas can also be related to excessive pumping resulting in a lowering of the water level. The correlation coefficient between minimum DRASTIC indices and the degree of poor water quality for 10 districts is low as 0.40. The correlation coefficients between minimum DRASTIC indices and the groundwater discharge rate, and between minimum DRASTIC indices and well density per unit area 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 withdrawal rate and well density per unit area with ratings and weights as well as the existing six DRASTIC factors.

폐광산 지역내 사문암, 석회암 및 호온펠스와 지하수의 수질과의 상호관계를 비교 연구하였다. 암상별로 지하수를 채수하여 산화환원전위(Eh)와 수소이온농도(pH)를 측정하였다. Eh-pH 다이어그램을 작성한 결과 pH는 중성에서 약알칼리성으로 나타났으며, Eh는 -316.5～202.1 mV의 범위로 나타났다. 암상별 지하수의 파이퍼 다이어그램 분석 결과, 사문암 지/ 역에서는 $Mg^{2+}$-SO$_{4}$$^{2-}$ 형, 석회암 지역에서는 $Ca^{2+}$-HCO$_{3}$$^{-}$형이 우세하게 나타났다. 또한 호온펠스 지역에서는 $Na^{+}$＋K＋와 CO$_{3}$$^{2-}$ ＋HCO$_{3}$$^{-}$ 성분의 비가 다른 지역보다 높게 나타났다. 국부적인 폐광산 지역에서도 지하수내 주이온성분이 암상별 광물의 특징을 잘 반영하는 것으로 나타났다.

Groundwater development as a means of acquiring subsidiary water resource is very important for the persistent security of water resource. Nowadays, pneumatic fracturing technology which was developed in the advanced countries is applied for increasing pumping rate and eliminating contaminants. From the results of this study, hydraulic aperture and permeability are presented.

Numerous studies on urban groundwater have been carried out in many other countries. Urban groundwater shows a unique hydrologic system because of complex urban characteristics such as road pavement, sewers and public water supply systems. These urban facilities may change the characteristics of groundwater recharge but contaminate its quality as well. There have been several researches on urban groundwater in Seoul. Seoul has been industrialized very rapidly so that the city has large population. The recent population in Seoul amounts to more than ten millions, corresponding to a very high density of about 17, 000 people/km$^2$. Therefore, many factors affect the groundwater quality and quantity in Seoul. Nowadays, groundwater in Seoul is being extracted for construction, industrial use, and drinking and so on. There are 15, 714 wells in Seoul and its annual usage is 41, 425, 977m$^3$(in 2001). Therefore, systematic studies are needed to properly manage and use the groundwater in Seoul. The purposes of this study in progress are to identify geochemical characteristics of groundwater in Seoul and to determine the extent of groundwater contamination and its relationship with urban characteristics. For this study, groundwater was sampled from more than 400 preexisting wells that were randomly selected throughout the Seoul area. For all samples, major cations together with Si, Al, Fe, Pb, Hg For 200 samples among them, TCE, PCE, BTEX were also analyzed by GC. Our study shows that groundwater types of Seoul are distributed broadly from Ca-HCO$_3$ type to Ca-Cl＋NO$_3$ type. The latter type indicates anthropogenic contamination. Among cations, Ca is generally high in most samples. In some samples, Na and K are dominant. The dominant anions change widely from HCO$_3$ to Cl＋NO$_3$. The anion composition is considered to effectively indicate the contribution of distinct anthropogenic sources. In addition, major ions are positively proportional to total dissolved solid (TDS) except K and NO$_3$. Thus, we consider that TDS may be used as an effective indicator of the extent of pollution. However, the increase of TDS may result from increased water-rock interaction. To determine the extent of groundwater contamination, it is needed to figure out the baseline water quality in Seoul. Furthermore, detailed geochemical studies are required to find out pollution sources and their corresponding hydrochemical parameters.

In this study, hydrochemical studies of thermal waters in the Bugok and Magumsan areas showing geothermal anomalies were carried, and the applicability of ion seothermometers and multiple mineral equilibrium approach was examined to estimate their potential deep reservoir temperatures. Typical thermal waters of the two areas are clearly grouped into two major types, according to water chemistry: Na-Cl type (group A) and Na-SO4 type (group D). Compared to group A, group B and C waters show some modifications in chemistry. Group E waters show the modified chemistry from group D. Geothermal waters from the two areas showed some different chemical characteristics. The thermal waters of group A and B in Magumsan area are typically neutral to alkaline (pH=6.7 to 8.1) and Cl-rich (up to 446.1 mg/L), while the waters of group D and E in Bugok area are alkaline (pH=7.6 to 10.0) and SO$_4$-rich (up to 188.0 mg/L). The group A (Na-Cl type) and group D (Na-SO$_4$ type) waters correspond to mature or partially immature water, whereas the other types are immature water. The genesis of geothermal waters are considered as follows: group A and B waters were formed by seawater infiltration into reservoir rocks along faults and fracture zones and possibly affected by fossil connate waters in lithologic units through which deep hot waters circulate; on the other hand, group D and E waters were formed by the oxidation of sulfide minerals (mainly pyrite) in surrounding sedimentary rocks and/or hydrothermal veins occurring along restricted fracture channels and were possibly affected by the input and subsequent oxidation of S-bearing gases (e.g. H2S) from deep thermal reservoir (probably, cooling pluton). The application of quartz, Na-K, K-Mg geothermometers to the chemistry of representative group A and D waters yielded a reasonable temperature estimate (99-147$^{\circ}C$ and 90-142$^{\circ}C$) for deep geothermal reservoir. Aqueous liquid-rich fluid inclusions in fracture calcites obtained from drillcores in Bugok area have an average homogenization temperature of 128$^{\circ}C$, which corresponds to the results from ion geothermometers. The multiple mineral equilibrium approach yielded a similar temperature estimate (105-135$^{\circ}C$ and 100-14$0^{\circ}C$). We consider that deep reservoir temperatures of thermal waters in the Magumsan and Bugok areas can be estimated by the chemistry of typical Na-Cl and Na-SO$_4$ type waters and possibly approach 105-135$^{\circ}C$ and 100-14$0^{\circ}C$.

지하수 수질자료의 분포가 광역적이고 자료의 수가 많은 지역과 자료의 분포가 국부적이고 갯수가 적은 지역을 선정하여, 모수적 통계기법인 정규크리깅과 비모수적 통계기법인 지시크리깅을 동시에 적용하였다. 베리오그램 분석은 각 수질자료의 원시 자료와 제한값을 적용하여 제한값 보다 낮거나 동일하면 '1' 의 값으로, 제한값 보다 높으면 '0' 의 값으로 변환된 자료에 대해 실시하였는데, 원시 염소이온 성분은 선형 모델이 선정되었으며, 비소 성분은 지수형 모델이 가장 적합한 것으로 선정되었다. 변환된 염소이온 성분과 비소 성분은 모두 구상형 모델이 가장 적합한 것으로 선정되었다. 정규크리깅과 지시크리깅 기법을 이용하여 지하수 오염 분포도를 작성하여 비교해 본 결과, 정규크리깅 기법은 연구지역의 자료 분포, 갯수와 범위의 영향을 크게 받는 것으로 나타났고, 지시크리깅 기법은 연구지역의 자료 분포와 특히 제한값에 따라 변환된 자료의 갯수의 영향을 크게 받는 것으로 나타났다. 정량적으로 나타낼 수 정규크리깅 기법과 정성적으로 나타낼 수 있는 지시크리깅 기법을 같이 적용한다면 지하수 오염 현황을 효과적으로 파악할 수 있을 것으로 판단된다.

울산지역 수질특성에 관하여 연구하기 위해 228개 지점에서 수질성분 25개 항목을 분석하였다. 그 성분중 지하수 음용수 9개 수질성분(pH, EC, TDS, Cl, Mn, NO$_3$, SO$_4$, F, Fe)에 관해 수질분포특성 및 오염도를 나타내기 위해 모수적 통계기법인 정규크리깅과 비모수적 통계기법인 지시크리깅 기법을 적용하였다. OK와 IK의 성분별 베리오그램 분석한 결과 OK의 경우 모든 수질성분은 구상형모델(Spherical model)로 선정되었으며, IK의 경우 pH, TDS, SO$_4$, Cl, Mn, F, Fe 성분은 구상형모델로, EC는 지수형모델로, NO$_3$는 선형모델로 선정되었다. 그 결과 정규크리깅의 경우 연구지역의 수질특성을 정량적 분포특성이 잘 나타났다. 특히 태화강, 인접한 남구일원과 중구일원, 북구의 북서 일원 그리고 동구의 방어동일원에서 수질성분 9개 성분들이 다소 높게 나타났다. 특히 EC, TDS 그리고 Cl$^{-}$ NO$_3$ 성분이 높게 나타났다. 그리고 지시크리깅의 경우 정규크리깅과 비교하여 이상치가 크게 영향을 미칠 수 있는 통계학적인 오류를 보완하여 분석한 결과 울산지역 9개 성분 오염도는 EC>TDS>NO$_3$>pH>Fe>Mn>Cl>SO$_4$>F 순으로 오염특성이 나타났다.

For tile hydrogeological data of the National Groundwater Monitoring Wells(NGMW), a statistical analysis is made to reveal aquifer characteristics of the country. Results of the pumping and recovery test are classified into 4～5 types by the pattern of drawdown and residual drawdown curves. The analysis of aquifer characteristics shows that the hydraulic conductivity of alluvial aquifers is greater than that of fractured-rock aquifers. The hydraulic conductivity of alluvial aquifers slightly increases as the distance to the discharge area decreases. 77.5% of the NGMWs, where the distance to the discharge area is more than 100m, shows the constant head boundary. This result suggests that the fractured and the alluvial aquifers are fairly interconnected, and water can be supplied from one aquifer to tile other where pumping tests are performed. It is analyzed that the wells showing the impermeable boundary are influenced by small scale of aquifers, poor aquifer transmissivities, and impermeable layers.

The purpose of this study is to investigate the hydrochemical characteristics of groundwater in the Umsung area, and to elucidate the effect of host rock type, well depth and mineralization zone on the groundwater chemistry, We carried out chemical analysis, isotopic analysis, statistical analysis of Box-Whisker and trigging analysis for this study. The chemical and isotopic compositions of the groundwater is distinguished into two areas according to host rocks(Cretaceous sedimentary rocks and Jurassic granite) and recharge altitude, and is not greatly influenced by mineralization zone of the mines.

대전시 유성구 한국원자력연구소 부근 지역의 심부 단열대 확인을 위해 BHTV 검층, 일정구간별 정압 주입시험을 실시하였다. BHTV 조사 결과 A Zone(100m～120m)과 B Zone(250m～280m)이 연결되었다고 판단되며, 일정구간별 정압주입시험을 통해 B Zone(250m～280m)과 C Zone(400～420m)의 연결성을 추측할 수 있었다. 또한, 시추공의 심도별 지하수위 자료를 통해 지하 250m 부근에서 그 상부와 하부의 지하수 시스템이 연속되지 않은 독립된 시스템을 갖는다고 추측된다. 이러한 결론은 MP system이 설치된 시추공의 구간별 압력변화 결과에 의해서도 확인된다.

Groundwater chemistry in a coastal region having complex contaminant sources was investigated. Water analysis data for 197 groundwater samples collected from the uniformly distributed sixty-six wells were used. Chemical analysis rand results indicate that groundwaters show wide concentration ranges in major inorganic ions, reflecting complex hydrochemical processes of pollutants. Due to the complexity of groundwater chemistry, Results illustrate that thirty five percent of the wells do not fit for drinking based on nitrate and chloride concentration in the study area. the samples were classified into four groups based on Cl and NO$_3$ concentrations and the processes controlling water chemistry were evaluated based on the reaction stoichiometry. The results explained the importance of mineral weathering, anthropogenic activities (nitrification and oxidation of organic matters), and Cl-salt inputs (seawater, deicer, NaCl, etc.) on groundwater chemistry. It was revealed that mineral dissolution is the major process controlling the water chemistry of the low Cl and NO$_3$ group (Group 1). Groundwaters high in NO$_3$ (Groups 2 and 4) are acidic in nature, and their chemistry is largely influenced by nitrification, oxidation of organic matters and mineral dissolution. In the case of chloride rich waters (Group 3), groundwater chemistry is highly influenced by mineral weathering and seawater intrusion associated with cation-exchange reactions.

Optimal remediation design using the pump and treat(P&T) method and natural attenuation was accomplished in consideration for degradation processes, such as sorption and first-order decay rate. Variation of both sorption and first-order decay rate has influence on design of optimal remediation application. When sorption effect increases, the more pumping rate and pumping wells are required. The location of operated wells is on the centerline of contaminant plume and wells near hot spot are mainly operated when sorption effect increases. The higher of first-order decay rate, the less pumping rate is required. These results show that the degradation processes have to be considered as one of the essential factors for optimal remediation design.

현장 균열망의 연결성 및 이에 따른 수리지질학적 특성을 규명하기 위하여, 기존의 통상적인 조사 기법을 한 지역에 집적하여 그 결과에 대한 통합해석을 수행하였다. 본 연구에 적용된 조사 방법은 양수시험, 물리검층, 다중심도 수리화학 분석, 전기비저항 토모그래피, 시추 코어 검층 등의 기련 특성 조사와, 추적자 시험, 다중 심도 수직 유향유속 시험 등 구간별 특성 조사 등이다. 이러한 조사 결과 본 조사 지역 내 균열의 전반적인 분포 특성을 확인할 수 있었으며, 각 균열의 수리적 특성에 대한 기본적 특성을 확인할 수 있었다. 특히 추적자 시험과 유향유속 시험 결과를 통해 각 관정간의 균열을 통한 연결성에 대한 중요한 정보를 도출할 수 있었다. 이러한 성과는 추후 percolation, connectivity 등 모델 개념의 현장화를 위한 연구의 선행 연구로서 그 의미를 자리매김 할 수 있을 것이다.