• Korean Journal of Fisheries and Aquatic Sciences
• /
• v.46 no.5
• /
• pp.626-637
• /
• 2013

We measured the grain size, ignition loss (IL), chemical oxygen demand (COD), acid volatile sulfide (AVS) and trace metals (Al, Fe, Cu, Pb, Zn, Cd, Cr, Mn, Hg, and As) of intertidal surface sediment collected from 11 islands (62 stations) in the southern region of Jeollanam Province. The objective of this research was to evaluate the organic matter and trace metals contaminations of sediments from coastal island tidal flats. Surface sediment texture was characterized as follows: mud, sandy silt, muddy sand, and slightly gravelly sand facies. The finer sediments are mainly dominated in the northern part of each island. The concentrations of IL, COD, AVS and some trace metals (Al, Fe, Zn, Cr, Cu, and Hg) were higher in the northwestern part of Wan Island and the area between Gogeum and Sinji Islands, and were associated with relatively finer sediment, as compared to other locations. The concentrations of Mn, Pb, Cd, and As were higher in the northwestern and southeastern parts of Geoguem and Pyungil Islands, but were not correlated with mean grain size. Based on sediment quality guidelines (SQGs), the concentrations of trace metals were lower than the values of effect range low (ERL), used in United States, and threshold effects level (TEL), used in Korea, with exception of As. Similarly, the intertidal sediments were moderately contaminated with As, based on the the enrichment factor (EF) and the geoaccumulation index ($I_{geo}$). The high concentration of As in intertidal sediments from this study region may be due to the input of naturally or artificially contaminated submarine groundwater, contaminated waste from seaweed aquaculture operations and/or land-based seaweed processing facilities. Further studies are needed to identify the sources of As in this study region, and to determine the effects of As contamination on coastal ecosystem.

• Journal of Korean Tunnelling and Underground Space Association
• /
• v.10 no.3
• /
• pp.257-267
• /
• 2008

Tunnels acting as drains involve groundwater-related problems such as deterioration of drainage systems or leakage through the linings. Generally initial and minor leakage problems can not be recognized by naked eyes. When the leakage over the linings is noticed, damages to structures and facilities have already occurred and could be considerable. Therefore it is vital to recognize initial leakage as early as possible and provide appropriate measures. Detection of leakage under operation requires installing piezometer. However, that may cause destruction of water proofing sheet which is generally not allowed. In this study electric resistivity method, one of the geophysical surveys, was adopted to detect possible leakage through tunnel linings. Physical lining models were made in the laboratory. The electric response was monitored for varying hydraulic conditions. It is shown that the method is very useful to detect initial leakage and monitor the malfunction of drainage system. Furthermore the method can also be used to check the quality of any repairing works of linings.

• Journal of Korea Soil Environment Society
• /
• v.2 no.2
• /
• pp.3-8
• /
• 1997

The basic aim of the current policy is to achieve and preserve a sustainable soil quality. This means that soil must retain all its functions for years to come. The Soil Protection Act lays down a statutory "duty of care", which means that soil contamination occurring during certain activities must be cleaned up by the person who cause it. The Soil Cleanup (Interim Measures) Act(1983) was repeated on 15 May 1994, and its provisions, together with some ammendments and additions, were assimilated into the Soil Protection Act. These cleanup regulations are intended to deal with "old cases" of soil contamination, i.e. cases that came to light before 1 January 1987, when the Soil Protection Act entered into force. The urgency for cleanups is dependent upon the actual exposure. In most cases actual exposure win be less than potential exposure (underlying C-values) because only a few exposure routes are present. Cleanup of sites where exposure exceeds maximum tolerable risk levels are considered urgent, and the actual risk level is used to prioritize the cleanup.oritize the cleanup.

• Journal of Korea Soil Environment Society
• /
• v.2 no.3
• /
• pp.31-38
• /
• 1997

Temporal and spatial comparisons of acid mine drainage contaminated waters are difficult because of the complex physico-chemical nature of the pollutant. In the present study, an acid mine drainage index has been developed and evaluated for the assessment of surface waters. AMD index is calculated using a modified arithmetic weighted index using seven parameters which are most indicative of AMD contamination, i. e. pH value, sulphate, iron, zinc, aluminum, copper and manganese. Weighting is used to express the relative indicator value of each parameter. The proposed AMD index is used to quantify contamination from acid mine drainage over ten different old mine sites and assess the degree of impact on surface on surface waters. As a result of AMD evaluation, the Sukbong Mine located near the Moonkyung province showed lowest AMD value indicating the worst acid mine drainage quality. In overall, Youngdong mine sites showed higher contaimination compared to the other mine sites including Youngsuh, Choongbu, Suhbu and Nambu area.

• Journal of Korean Society of Coastal and Ocean Engineers
• /
• v.27 no.5
• /
• pp.353-357
• /
• 2015

A new method is proposed for water resources using aquifers in coastal areas. These aquifers are generally filled with saline water due to seawater intrusion and consequently being left unutilized. Surface water can be injected into these aquifers and recovered for water quality enhancement and stored water. Injection and pumping wells are used. For this technique to be successful protection of pumping well from seawater intrusion is an essential issue. Salt water pumping can be used to prevent saline water upconing. Numerical analysis demonstrated that a properly designed and executed salt water pumping well can protect a freshwater pumping well from salt water intrusion.

• Environmental Engineering Research
• /
• v.18 no.2
• /
• pp.103-108
• /
• 2013

Vietnam is a developing country with the rate around 5%-6% per year, especially in urban areas. Rapidly developed urban areas lead to stress for infrastructure and the water supply is also stressed. In Hanoi city, total water capacity from the manufactories is around one million cubic meters per day and almost the entire main water source is groundwater but it is not enough to supply all of Hanoi's people, especially in the summer. A demo project is implemented in Hanoi University of Civil Engineering (HUCE) to produce drinking water by using the rainwater and membrane system and supply for people. In this project, rainwater is collected on the rooftop of the lecture building with an area of around $500m^2$ and $100m^3$ volumetric rainwater tanks. Afterwards, the rainwater is treated by the micro-membrane system and supplied to the tap water. Total cost for construction, technology and operation in the first year is around USD 48,558. In the long-term (15 yr) if HUCE invests in the same system, with $20m^3$ volumetric storage tank, it can provide drinking water for 500 staffs in every year. The cost of investment and operation for this system is lower than 30% compared to buying bottled water with the price USD 1.8/bottle. The drinking water parameters after treatment are pH, 7.3-7.75; turbidity, 0.6-0.8 NUT; total dissolved solids, 60-89 mg/L; coliform, 0; heavy metal similar with water quality in the bottle water in Vietnam.

• Korean Journal of Environmental Agriculture
• /
• v.30 no.2
• /
• pp.125-131
• /
• 2011

BACKGROUND: Reuse of waste nutrient solution for the cultivation of crops could lead to considerable conservation of water resources, plant nutrients, and water quality. Therefore, this study was conducted to evaluate the potential for reducing the use of chemical fertilizer in Chinese cabbage cultivation via the reuse of waste nutrient solution as an alternative irrigation resource. METHODS AND RESULTS: The nutrients supplied in the waste nutrient solution consisted of 1474.5, 1285.1, 991.6, and 872.6 mg/L for $K+$, ${NO_3}^-$, $Ca^{2+}$ and ${SO_4}^{2-}$, respectively. At 56 days after transplanting (DAT), the leaf length of Chinese cabbage plants irrigated with the waste nutrient solution treatment was significantly higher than that of plants irrigated using a conventional groundwater treatment. Additionally, the leaf width, fresh weight and dry weight of the plants irrigated with the waste nutrient solution were similar or greater than that of plants irrigated with a conventional treatment. Furthermore, the growth of plants treated with the waste nutrient solution +25% fertilizer was the highest among all tested treatments. CONCLUSION(s): These results indicate that the waste nutrient solution can be used as an alternate water resource for crop cultivation. In addition, it can contribute to reduce the fertilizer and to obtain the higher crop yield of Chinese cabbage.

• Journal of Korea Water Resources Association
• /
• v.47 no.1
• /
• pp.49-62
• /
• 2014

As the Urban area grows and more land is developed both within the city and in surrounding areas, hydrologic functions of the natural water cycle are altered. Urbanization creates impervious areas that negatively impact stormwater runoff characteristics. these changes to the natural hydrologic cycle result in the increased flooding, decreased groundwater recharge, increased urban heat island effects. Finally, the land use and other activities result in accumulation and washoff of pollutants from surface, resulting in water quality degradation. Therefore, in this study, evaluating and quantitative analysis of the percolation effect through infiltration experiment of permeable pavement, which is one of the ways that can reduce the problem of the dry stream. Also the SWMM model is used to study the effect of the hydrologic cycle for permeable pavement block contribution.

• Proceedings of the Korea Water Resources Association Conference
• /
• 2017.05a
• /
• pp.454-454
• /
• 2017

국내 상수도가 보급되지 않은 지역 내 취약 계층은 약 214만 명으로 대부분은 노후관정 및 미신고 관정에서 지하수를 먹는물로 이용하고 있다. 이들은 대부분 미신고 관정이기 때문에 실태파악이 어렵고 정기적인 수질 검사를 실시하지 않아 수질상태에 대한 안전 대책이 미흡한 실정이다. 우리나라의 경우 농촌지역의 관정은 천부지하수의 의존도가 크고 강우에 의한 지표오염물질(축산분뇨, 비료 등)이 관정 내부로 유입 가능성이 매우 높다. 기존 연구에서도 천부지하수 관정의 조사 결과, 질산성질소 및 총대장균군에 의한 수질 오염이 심각하다고 보고된다(Chae et al., 2004; Min et al., 2003). 따라서 상수도 미보급지역 지하수 관정의 지하수 수질 현황을 파악하고, 고농도 오염 관정 및 지역의 경우 정밀조사를 통해 오염 원인을 규명해야 한다. 또한 오염 원인에 대한 향후 개선방안 및 대책안을 마련하여 지하수 수질 안정성 확보를 도모할 필요가 있다. 이를 위해 환경부 산하 국립환경과학원에서는 안심지하수 지원 사업을 2012년 "지하수 안심이용 무료 수질검사 시범사업"부터 시작하여 2016년 "상수도 미보급지역 2016년 안심지하수 지원사업 연구"로 이어지며 수행하였다. 이 사업은 수질분석, 관정내부 탐사, 마을 공용 음용관정 설치지원, 고농도 오염지역 중 시범사업 지역 선정, 고농도 오염지역 수질개선 시범사업으로 구성된다. 수질 분석은 2012년 TA군 내 8개 읍 면의 1,200개 관정, 2013년 경기 북동부권 8개 시 군 11,861개 관정, 2014년 전국 14,494개 관정, 2015년 전국 25,900 관정, 2016년 전국 25,914 관정에 대해 수질 분석을 실시하였다. 수질분석 결과를 바탕으로 고농도 오염지역의 지하수 관정 내부 탐사를 실시하여 소유주에게 주변 환경 개선 조치 및 대민 지원(마을 공용 음용관정 설치)을 수행하고, 시범조사 대상지역을 선정하여 오염지역의 오염원 현황, 수질조사, 지하수 유동 모델링을 실시하여 오염 원인을 파악하였다. 추가로 2014년에는 안심지하수 수질보전 연구로드맵을 작성하여 환경부에 제시하였고, 2015년은 수질개선 사업에 대한 경제성 분석, 수질자료 DB 구축이 완료되었다.

• Korean Journal of Agricultural Science
• /
• v.47 no.4
• /
• pp.1057-1069
• /
• 2020

For most upland crops in Korea, underground water is used to ensure an adequate water supply. Thus, surface water storage tanks are needed to supply surface water from reservoirs or streams. This study discusses the design, manufacture and monitoring of a water storage tank capable of reliably supplying water to crops and preventing the inflow of floating debris. The study was conducted in an apple orchard in Yesan-gun, Chungcheongnam-do in Korea. Based on the water requirements of the crops and size of the orchard, a required flow volume of about 0.6 ㎥·h-1 was determined, along with a surface water storage tank capacity of 1.2 ㎥. Following a comparison with other materials, stainless steel (STS) was used to construct the water tank. The tank was designed to provide 14 hours of irrigation, enabling a small-capacity, cost-efficient tank design to be used. A surface water irrigation test was performed using the surface water storage tank. The average surface water irrigation flow rate was 0.00045 ㎥·m-2·h-1. The water quality test showed that the pH, suspended solids (SS), total nitrogen (TN), and total phosphorus (TP) values satisfied the reference values for agricultural water. The test results showed that the surface water storage tank evaluated in this study allows for crop irrigation when there is a lack of groundwater during droughts.