• Korean Journal of Fisheries and Aquatic Sciences
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• v.10 no.4
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• pp.243-258
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• 1977

1 The coastal area between Youngdo and Jodo was a common coastal water not much different from other coastal waters before the construction of the breakwater between them. 2. The breakwater between the two islands shuts off the tidal currents and divides the area . into the two small isolated bays to create quite different environments. 3. To understand the differences between then, present study examined some environmental factors such as water temperature, salinity, dissolved oxygen, transparency, and major nutrients, phosphates, sillicates and nitrites and the phytoand zooplankton. The samplings were carried out monthly from March 1976 to February 1977 at 4 stations: 2 stations in each bay. 4. Some differences were observed in the environmental factors such as water temperature, salinity, dissolved oxygen and transparency between the two bays. 5. The distribution and occurence of nutrient salts of the two bays were distinctly different each other. Northern Bay had $138\%$ of nutrients in comparison with Southern Bay. 6. Phytoplankton in Northern Bay was about $200\%$ plentier than in Southern Bay. 7. Zooplankton in Southern Bay was about $180\%$ richer than in Northern Bay. 8. One of the pollution indicator species, Synedra ulna, was observed in Northern Bay and the occurence of Euglena sp. and ciliates were much higher in Northern Bay than in Southern Bay, but, in contrast, Sagitta sp. was more abundant in Southern Bay than in the other. 9. The areas of the two bays seem to be in its way to eutrophication especially in Northern Bay. 10. The two bays have been differentiated enough to identify each other.

• Journal of Korean Society of Steel Construction
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• v.13 no.4
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• pp.433-441
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• 2001

Thus study presents the basic concepts of 3 span continuous preflex composite beam of bridges by re-up down of supports and analysis relationship of between variables and stress of critical section. Also, it shows the pre-compression effects of re-up down of supports method by presenting the difference of between old section and new section got from new method. This study's new method makes more economic sections to be possible and when the sections designed with the existing method are used in the new method. efficient stress state is accomplished.

• Journal of the Korean Society of Hazard Mitigation
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• v.11 no.3
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• pp.229-235
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• 2011

In order to manage a sewer system effectively, flow conditions such as flux, water quality, Infiltration and Inflow (I/I), Combined Sewer Overflows (CSOs), etc need to be monitored on a regular base. Therefore, in sewer networks, a monitoring is so important to prevent the river disaster. Monitoring all nodes of an entire sewer system is not necessary and cost-prohibitive. Water quality monitoring points that can represent a sewer system should be selected in a economical manner. There is no a standard for the selection of monitoring points and the quantitative analysis of the observed data has not been applied in sewer system. In this study, the entropy method was applied for a sewer network to evaluate and determine the optimal water quality monitoring points using genetic algorithm. The entropy method allows to analyze the observed data for the pattern and magnitude of temporal water quality change. Since water quality measurement usually accompanies with flow measurement, a set of installation locations of flowmeters was chosen as decision variables in this study.

• Journal of Environmental Impact Assessment
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• v.29 no.1
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• pp.61-77
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• 2020

In South Korea, major public waters have been systematic management under national level. Water environment network has been continuous monitoring for change of aquatic ecosystem, river and reservoir. In Water Quality Monitoring Networks, the data have been generally monitored Per eight days or month, while in Automatic Water Quality Monitoring Network the data have been monitored at daily intervals. Therefore, we were compared and analyzed water quality data between the networks using statistic method for same water quality item. Mann-kendall test results confirm that all points in Water Temperature (WT) and DO were not statistically significant. In particular, the result revealed that there is significant variation of TOC in the four different sites, TN in two different sites, TP in three different sites, WT in seven different sites, pH in two different sites between Water Quality Monitoring Network and Automatic Water Quality Monitoring Network. As a result firm LOWESS, TOC and pH clearly shows different trend. Among different sites, the water quality show the significantly positive correlations between at Sinam-Sangju2 and Namgang-Namgang4. Negative correlation significantly appeared in TP (ADD_Lower-AD1 site), TOC (DG-SG site), pH (GR-GR site), TP (JP-CN) and TN, TP, pH, EC, DO (GC-GC2-1 site).

• Korean Journal of Environment and Ecology
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• v.20 no.2
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• pp.259-266
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• 2006

Community analysis based on functional feeding groups of aquatic insects in Wonju stream was assessed with the composition of aquatic insects collected for four times at the area from May to November, 2004. The total 92 species of aquatic insects in 62 genera, 37 families, and 8 orders were collected during the period of the investigation. The distribution of the numbers and movements of aquatic insects proved the Woniu stream to be healthy except for St. 7 and St. 9. In the main streams, the occupancy ratio of shredders and scrapers of the functional feeding groups(FFGs) gradually decreased from St. 1 to St. 9 while collectors-gathering and collectors-filtering remarkably increased. In St. 2, the shredders and scrapers posted a higher ratio compared to those in tributaries, and it had the quality of mountain streams. With the results of analysis on the similarity matrix(UPGMA) between each sites of Wonju stream, St. 1, 2, St. 3-8 and St. 9 were classified as the upper stream, the middle stream, and the lower stream area, respectively.

• Journal of agriculture & life science
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• v.44 no.5
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• pp.117-127
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• 2010

The purpose of this study is to analyze the temporal and spatial characteristics of water quality data of Nakdonggang watershed which is second largest watershed in South Korea. The correlation between the water quality items for rainy and non-rainy seasons were also analyzed for two TMDL sites which are Gumi and Namji. BOD data of two Total Maximum Daily Loads (TMDL) target sites were compared with TMDL criteria, 3-year arithmetic mean BOD concentration of the target sites should not exceed the target concentration for 2 consecutive years, to figure out current water quality status. Spatial analysis results showed that the correlation coefficient between Goryeong and Hyunpung was highest with the value of 0.978 followed by Hapcheon and Namji with the value of 0.874. The observed BOD data of Gumi station fluctuated around the TMDL criterion, 1.8mg/L while Namji station mostly exceed the criterion, 2.6mg/L. The criteria values for each target sites are defined by Ministry of Environment. The major factor of correlation coefficient was the distance between the stations. The correlation between the water quality items for non-rainy season showed no relation while the correlation between COD and SS was high followed by COD and TP for Gumi and Namji.

• Proceedings of the Korean Environmental Sciences Society Conference
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• 2001.11a
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• pp.201-205
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• 2001

설악산 국립공원지역 산간계류의 17지점에서 2000년 6월부터 2001년 6월까지 어류상 및 이화학적 요인 분석을 실시하였다. 모든 조사지점은 1-3차 이내의 하천으로 비교적 물리ㆍ화학적 교란이 적었으며 하천폭은 5～30 m 정도였다. 채집된 어류는 총 17과 42종 2,557개체였고, Cyprinidae는 16종 2,165개체가 채집되어 84.7%의 상대풍부도를 나타냈으며, Cobitidae는 5종으로 Cyprinidae 다음으로 가장 많은 종이 채집되었으나 개체수는 109개체로 4.2%의 상대풍부도를 보였다. Gobiidae가 4종 (5.0%), Salmonidae는 모두 3종 (0.8%)이 채집되었다. 이외에도 Oryziatidae, Plecoglossidae, Amblycipitidae, Cottidae, Serranidae 등 12과는 각각 1종씩 모두 117개체 (4.6%)가 채집되었다. Cyprinidae는 전체 채집종의 37.2%를 나타냈다. 우점종은 Zacco temmincki로 10개 지점에서 738개체가 채집되어 28.9%의 상대풍부도를 나타냈으며, 아우점종은 Moroco kumtangensis와 Z.platypus로 각각 4개 지점 648개체 (25.3%)와 7개 지점 344개체 (13.5%)로 나타났다. 한국고유종 (Korean endemic species)은 모두 4과 11종 781개체로 30.5%의 상대풍부도를 나타냈으며, 고유화 빈도는 25.6%로 한국의 평균 고유화 빈도와 유사하게 나타났다 우점종은 M. kumkangensis (한국고유종 중 83.1%)로 나타났으며, 아우점종은 Coreoperca herzi (5.8%), Microphysogobio longidorsalis (3.8%)와 Coreloeuciscus splendidus (2.6%)로 나타났다. 본 조사에서 외래어는 채집되지 않았다. 어류의 다양성은 국립공원내에서보다 하천폭이 커지고 서식처자 비교적 다양한 경계지역의 하천 조사지점에서 더 높게 나타났다.따라서 국립공원의 경계지역에 대한 효율적인 생태적 관리가 요구되며, 국립공원 내의 어류의 다양성 유지와 회복을 위해서는 공원 내는 물론 경계지역 산지하천의 물리적 변형 (보, 제방, 석축 등)과 오염원의 유입 (점, 비점오염원)에 대한 고려가있어야 한다.

• Journal of the Korean Society of Groundwater Environment
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• v.6 no.3
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• pp.107-110
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• 1999

18 boreholes with nitrate contaminated were selected. Samples were collected 4 times between both 1995 and 1996. Stable nitrogen isotope ratio for them all was measured and the contribution to contamination from several sources like fertilizer, sewage, cropland. and landfill was analysed. Nitrogen source for 11 sampling sites of T-3, L-1. O-1∼O-4, F-2∼F-5, and G-2 considered to come from chemical fertilizer and its contribution was around 60% or more. T-4. T-5 were located downward the downtown, which were influenced bydomestic sewage and its contribution were 70.7% and 54.7%. Nitrate concentration of G-2 was 17.7 mg/L, among which 60.7% was estimated to come from landfill leachate. T-1 and T-2 were located in the small village, in which 42.2 and 43.4% of nitrogen was to come from domestic sewage but 52.8% and 56.0% were from fertilizer sprayed in the cropland. L-2 was near livestock by which it was estimated to be influenced, in which 59.9% of nitrogen was from cropland. F-1 was in the cropland, by which 50.0% was influenced and 49.5% was estimated from organic matter of animals.

• Proceedings of the Korea Water Resources Association Conference
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• 2021.06a
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• pp.249-249
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• 2021

도시지역의 우수유출해석 모형인 SWMM 모형의 매개변수는 유역유출관련 매개변수와 우수관로 매개변수로 구분이 된다. 이중 우수관로내 수리거동에 영향을 대표적인 매개변수는 조도계수가 있다. 우수관로 조도계수는 우수관로의 규격 및 재료에 따라 적용범위가 제시되어 있지만 현상태 관로내 퇴적 및 협잡물 등에 의한 조도변화가 발생하게 된다. 따라서 본 연구에서는 우수관로 조도계수의 변화에 따른 유량의 민감도를 검토하고 모니터링 유량과 비교를 통한 연구 대상지역의 최적 조도계수를 선정하였다. 연구 대상지역은 울산광역시 삼호동 일대이며 대상지역 내 발생한 우수유출은 최종적으로 태화강으로 방류되는 구조를 갖고 있는 배수분구이다. 조도계수 민감도 분석에 적용한 조도계수의 범위는 일반적인 원형 우수관로의 조도계수 0.013을 기준으로 하고 0.002씩 증감을 시켜 총 6개 CASE에 대한 민감도 분석을 수행하였다. 모의 유량의 비교군이 되는 관측 유량의 경우는 초음파 유량계로 관측한 총 3개 지점의 유량자료를 이용하여 민감도 분석에 활용하였다. 조도계수 민감도 분석결과 조도계수 증가에 따라 첨두유량은 감소하게 된다. 각 지점별 첨두유량 변화 폭은 지점 4, 5, 6에 각각 7.0% (-3.4~3.6%), 14.3% (-7.5~6.8%), 15.6% (-7.7~7.9%) 증감 폭을 갖는 것으로 분석되었으며, 유역의 하류부로 갈수록 변동 폭이 커지는 것으로 분석되었다. 시계열 수문곡선 비교결과 지점 4에서는 조도계수 0.011, 지점 5는 0.013, 지점 7은 0.015를 적용하는 것이 실측치와의 상관계수가 가장 높게 나타나는 것으로 분석되었다. 이상의 분석 결과를 토대로 유역의 관 흐름 상태의 변화는 관로의 퇴적, 부유물, 폐유부착 등의 유지관리 상태에 따라 달라지며 특히 유역의 하류부로 갈수록 퇴적, 부유물 등의 축척이 누적되어 조도계수를 상류부 보다 기준 값보다 크게 적용해야 관측치 유량과 유사하게 모의되는 것을 확인하였다. 따라서 도시유출해석 모형에서의 조도계수 적용은 우수관로의 유지관리 상태 등을 고려하여 우수관로별 적용 값 다르게 입력하는 것이 타당한 것으로 판단된다.

• Journal of Korean Society of Environmental Engineers
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• v.36 no.12
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• pp.813-820
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• 2014

In this study, the characteristics of water quality change of the three streams in Daejeon were analyzed according to the expanded installation of interceptors and wastewater treatment plant (WTP). Gabcheon 5 (Singu Bridge) location showed the maximum difference of the highest and lowest concentrations in the last decade. However, the recent water quality of this location was worse than other locations, because of the impact of the effluent from the WTP. In the upstream of the WTP, the Daejeon stream was relatively better than the other locations in organic pollution reduction, and this was caused by the investment for the management of the interceptors in three streams of Daejeon. According to the water quality standard of the stream water quality, the recent water quality of the three streams in Daejeon was acceptable within them in the most of the water quality items, but because the total phosphorus concentration of the upstream such as Daejeon stream, Yudeng stream, Gabchen 3 location did not reach the standard values, a better management of the interceptor was required in the upstream of WTP than its downstream. The upstream of WTP also required a better management of the interceptor than the downstream. The operation and management of WTP was required a high efficiency because the water quality of the effluent from the WTP incurred an adverse effect to the target water quality in the location of the total water pollution load management system.