• Proceedings of the Korea Water Resources Association Conference
• /
• 2022.05a
• /
• pp.255-255
• /
• 2022

안정적이고 효율적인 물 배분과 관리를 위해 하천유량 외에도 하천수 사용량 파악에 대한 관심이 높아짐에 따라 다양한 하천수 사용량 계측방법의 검증 및 표준화로 하천수 사용량 자료의 신뢰도 및 활용성을 개선할 필요가 있다. 다양한 계측방법 중에서도 전자파표면유속계는 비접촉식 유속계이므로 안전적인 측면으로 유리하고 실시간 자료처리 및 계측이 용이하여 활용도가 높다. 본 연구에서는 만경강의 하천수 사용량 파악을 위해 어우보 취수로에 설치된 전자파 표면유속계(RQ-30)를 활용하여 보정계수(K-factor)가 적용된 표면유속을 활용한 유량산정방법, 표면유속과 평균유속의 일정비율로 유량을 산정하는 방법(ISO 748), Chiu의 유속분포법을 활용한 유량산정방법, 지표유속과 인력(人力)에 의한 측정유속과의 관계인 지표유속-평균유속관계곡선식으로 환산된 유량산정 방법등을 비교·검토하고 최적의 유량산정방법을 제시하였다. 향후 전자파표면유속계를 활용한 하천수 사용량의 비교결과를 통하여 더욱 효율적이며 신뢰도 높은 하천수 관리와 실시간 물배분 효과를 기대할 수 있다.

• Economic and Environmental Geology
• /
• v.38 no.3 s.172
• /
• pp.261-272
• /
• 2005

The groundwaters in the basin of Seomjin River are classified mainly into Na-Cl type with high EC and $NaHCO_3$ type with low EC, and are characterized by enriched $K^+,\;Mg^{2+},\; NO_3^-,\; and\;SO_4\;^{2-}$ contents. The epm fraction of $Na^+Cl^-$ in TDS increases in general with increasing EC of groundwater. The correlation patterns among dissolved ions indicate that $Na^+\;and\;Cl^-$ are derived mainly from intruded seawater, and $K^+,\;Mg^{2-},\;and\;SO_4\;^{2-}$ from anthropogenic source such as a chemical fertilizer. The groundwaters that exceed the recommended limits far agricultural irrigation water contains $23\%\;of\;Cl^-$ reflecting sea-water intrusion, but $50\%\;of\;NO_3^-$ as an anthropogenic pollution, among the wells investigated. In risk assessment of groundwaters by the EC-SAR relationship, only $40\%$ of the groundwaters shows the suitable quality for agricultural irrigation water without any sodium and salinity hazards. Consequently, the pollution sources that cause degradation of groundwater quality in the basin of Seomjin River are the usage of chemical fertilizers and the intrusion of seawater, resulted primarily from the extension of riverward backflow of seawater and secondarily from the overpumping of groundwater.

• Korean Journal of Ecology and Environment
• /
• v.34 no.1 s.93
• /
• pp.45-53
• /
• 2001

Transport of cyanobacterial toxins (microcystin-LR, -RR, -YR) were assessed from a eutrophic lake, Lake Suwa, through the outflowing river, the Tenryu River, and its irrigation channel branch. Temporal variation of phytoplankton species composition in the river coincided with those of the lake; Microcystis ichthyoblabe dominated from June to July, and M. viridis dominated from August to September. When cyanobacterial bloom occurred, microcystins were continuously detected at the concentration of $0.3{\sim}3.2\;{\mu}g/l$ even at 32 km downstream. The change of the content of three microcystin variants were related both with the total cell density of Microcystis and with the change of Microcystis species composition. When Microcystis ichthyoblabe dominated during July, only microcystin-RR (MC-RR) and -LR (MC-LR) were detected, while when Microcystis viridis dominated between August and October, microcystin-RR,-YR (MC -YR) and -LR were detected. Along 29 km flowing distance (flow time 11 hours) between site 2 and site 5 in the Tenryu River, cyanobacterial density and microcystin concentration were reduced by 73% and 72%, respectively, which is mostly contributed by the dilution effect of tributary waters (61% and 57%, respectively) . In the artificial irrigation channel microcystins and cyanobacterial cells were decreased less than in the natural river. The results indicate that cyanobacterial toxins can be transported far downstream without much removal and give hazards to water usage in downstream of eutrophic lakes with cyanobacterial blooms.

• Journal of Korea Water Resources Association
• /
• v.40 no.12
• /
• pp.995-1005
• /
• 2007

This study presents a framework for optimum scale determination for small hydropower development in a river basin. The framework includes the construction of hydrology and topography data, the simulation of hydropower operation, the economic analysis, and the determination of optimum scale of the small hydropower. The optimum scale of design flow and facility are determined by Net Present Value among economic analysis indices. The investment cost is estimated by the cost function derived from the construction cost of existing small hydropower plants. The benefit from power generation is estimated by the price announced by government. The presented framework is applied to the two potential sites in Cho River basin for the dam and run-of-river type of plants. Finally, the sensitivity analysis for a design flow and scale of the plant is performed for the each site. The usage of the framework presented in the study is highly expected for the estimation of potential hydropower resources or the decision support tool for a proprietor by estimating the optimum scale and economical feasibility in advance.

• Journal of Korea Water Resources Association
• /
• v.39 no.4 s.165
• /
• pp.321-334
• /
• 2006

The need for economical and accurate presentations of equivalent radar reflectivity( $Z_e$) data in an orthogonal coordinate system has existed for some time. So, in this study, a fast and efficient procedure has been developed which allows the systematic interpolation of digital reflectivity data from radar space into Cartesian space. At first, QC(Quality Control) of radar data has been executed for extracting uncontaminated Constant Altitude Plan Position Indicator(CAPPI) data. The algorithm is designed so that only one ordered pass through the original Plan Position Indicator(PPI) scan data is necessary to complete the interpolation process. The model can calculate various resolution and altitude reflectivity data for many kinds of hydrological usage.

• Proceedings of the Korea Water Resources Association Conference
• /
• 2008.05a
• /
• pp.1962-1966
• /
• 2008

1990년대 이후 과거의 이 치수 중심적인 하천에서 하천사용자 중심을 보장하는 인간 중심적인 하천으로 하천의 개념이 변화하면서 홍수터로 사용되고 있는 하천주변 부지에 대한 관심이 고조되고 있다. 홍수터는 평상시 건조한 지역으로 유지되고 있다가 강우나 자연적으로 발생되는 유량에 의해 침수되기 쉬운 유역으로 주로 하천이나 호수 등에 인접한 낮은 지대를 의미하고 있으나 시대와 분석하는 사람에 따라 주관적으로 판단하고 있다. 본 연구에서는 하천의 치수 및 구조적 안정성을 보장하면서 자연 및 환경보전을 고려한 지속발전 가능한 하천 관리 실현을 위해 기초 자료로 제공되는 홍수터 이용현황을 조사하였다. 또한 홍수터의 구간을 하천법에 나타나는 하천구역과 홍수관리구역을 포함한 구역으로 한정하였으며, 이에 대한 대상지역은 한강 일대의 홍수터로 선정하였다. 하천 활용 현황조사는 크게 실내조사와 현장조사로 나누어 실시하였으며, 실내조사는 하천정비기본계획을 중심으로 하천구역을 설정하였으며 그에 따른 훙수터 이용현황을 분석하였으며, 현장조사는 한강 일대 홍수터를 직접 조사하여 홍수터 이용현황을 분석하였다. 조사결과 한강은 과거부터 쌀로 유명한 이천, 여주 등이 위치하고 있어 넓은 홍수터 구간을 농경지로 활용하고 있으며, 기존의 하천 하상보다 높게 복토하여 대단위 농경지로 활용되고 있었다. 그 외 지역의 홍수터는 수위변화의 영향으로 인한 피해를 최소화하기 위하여 제방을 쌓음으로써 초지 및 잡종지로 활용되고 있었다. 친수공간의 활용도는 팔당댐 부근 구간과 서울특별시 구간이 공원 및 주차장 시설 등으로 활용되고 있었다.

• Journal of Korean Society of Disaster and Security
• /
• v.14 no.4
• /
• pp.81-91
• /
• 2021

The reasonable decision making procedure for conducting follow-up management of water-friendly riverfront have been proposed in the national streams when the use of the level of usage for facility becomes degraded. It consists of two part usage: the selection of destination and the follow-up strategy with the alternatives. Considering the water-friendly riverfront grade derived from prior research, Grade IV and V were selected as candidates, and if the economic utility became low, it should be selected as candidates for the follow-up management. In addition, the basic plan for follow-up management was reviewed and alternatives suitable for the strategy could be derived considering the need for the operation of water-friendly riverfront in target site. The prior study on the follow-up decision making process of the water-friendly riverfront has not yet been confirmed, but since the life cycle of such facilities become almost expired, systematic procedures are needed to enable the use of administrative procedures for users' convenience and safety.

• Journal of Korean Society of Water and Wastewater
• /
• v.18 no.5
• /
• pp.598-607
• /
• 2004

In this study, the effects of two pre-treatment processes were observed prior to membrane filtration: pre-coagulation and pre-ozonation. To compare the effect of two above-mentioned pre-treatments, we adopted the four schemes: first one is direct membrane filtration of river surface water, second one is membrane filtration after pre-coagulation, third one is membrane filtration after pre-ozonation and fourth one is membrane filtration after pre-coagulation and pre-ozonation. There are two exceptional characteristics in applied processes. One is the usage of the MF membrane which has high ozone resisting characteristic. Therefore, ozone resides in membrane module during filtration. The other is adoption of Jet Mixed Separator (JMS) as coagulation-sedimentation process. The change in transmembrane pressure and permeate water quality were also examined. As a result, considering the filtration performance efficiency and permeate water quality, the process composed of filtration with combination of both pre-coagulation and pre-ozonation was proved most effective. The improved efficiency was due to the reduction of loading rate of fouling inducing materials to membrane module by coagulation process as well as variable reactions, such as degradation, particle destabilization and coagulation, occurred by residual ozone in membrane module. The additional effect of pre-coagulation before pre-ozonation is suppression of AOC, one of the by-products induced by ozonation. Therefore, combination of pre-coagulation and pre-ozonation is the effective process to overcome the major de-merit of ozonation i.e. by-products formation.

• Journal of Soil and Groundwater Environment
• /
• v.20 no.3
• /
• pp.41-50
• /
• 2015

Hydrogeologic environment of the Mega City such as Seoul, suffers from rapid changes caused by urbanization, construction of underground subway or buildings, and contaminant loading by diverse anthropogenic activities. Understanding the present condition of groundwater environment and water budget is necessary to prevent natural and manmade disasters and to prepare for sustainable water resource management of urban environment. In this study, regional groundwater flow and water budget status of Seoul was analyzed using numerical simulation. Modeling result indicated that groundwater level distribution of Seoul generally followed the topography, but the significant decreases in groundwater level were observed around the subway network. Steady-state water balance analysis showed groundwater recharge by rainfall and leakage from the water supply network was about 550,495 m³/day. Surface water inflow and baseflow rate via Han River and major streams accounted for 799,689 m³/day and 1,103,906 m³/day, respectively. Groundwater usage was 60,945 m³/day, and the total groundwater leakage along the subway lines amounted to 114,746 m³/day. Modeling results revealed that the subway could decrease net groundwater baseflow by 40%. Our study result demonstrated that the subway system can have a significant influence on the groundwater environment of Seoul.

• Korean Journal of Ichthyology
• /
• v.35 no.2
• /
• pp.67-74
• /
• 2023

The river pufferfish (Takifugu obscurus) is a valuable species in aquaculture and genetic studies. Usage of fish anesthetics aids in the easier handling of fish during aquaculture. However, there are no studies on appropriate conditions required for effective anesthetization of pufferfish. This study aims to determine the optimal conditions (fish age, water temperature, anesthetic concentration) needed for the most common fish anesthesia, MS-222, to anesthetize T. obscurus. We tested three different water temperatures (20℃, 24℃, and 28℃), three different anesthetic concentrations (125 mg/L, 150 mg/L, and 175 mg/L), and two different fish ages (one- and two-year-old). Appropriate anesthetization conditions for T. obscurus ranged from 150 mg/L to 175 mg/L of MS-222 at 24℃ to 28℃ for one-year-old fish. For two-year-old fish, the appropriate conditions ranged from 150 mg/L to 175 mg/L of MS-222 at 28℃. However, to minimize side effects and risks, 150 mg/L of MS-222 at 24℃ for one-year-old fish and 175 mg/L of MS-222 at 28℃ for two-year-old fish are recommended for effective anesthetization.