• 한국어류학회지
• /
• 제1권1_2호
• /
• pp.42-53
• /
• 1989

휴전선(休戰線) 이남의 한반도(韓半島)에서 채집된 가시고기 P. sinensis의 12 개체군에 대하여 인판(鱗板)의 수 및 형태의 지리적 변이를 조사하였다. 인판(鱗板)의 수에 지리적(地理的) 경사(傾斜)는 보이지 않았지만 P. sinensis sinensis가 P. sinensis kaibarae 보다 다소 더 많이 나타나고 있어 두 아종(亞種) 간에 변이폭이 달랐으나 형산강 개체군은 매우 심한 변이를 나타내고 있었다. 인판(鱗板)의 크기는 금호강의 개체군이 가장 컸다. 형산강 개체군의 것은 크기도 작고 매우 퇴화적인 경향을 나타낼 뿐 아니라 semiarmatus형(型)의 인판배열(鱗板排列)을 지닌 개체도 발견되고 있어 P. sinensis의 특수형으로 취급하였다. 육봉화(陸封化)와 인판(鱗板)의 크기 사이의 관계에서 보아, 형산강의 개체군이 가장 먼저 육봉화(陸封化)되었으며, 금호강의 개체군을 제외한 다른 P. sinensis kaibarae 개체군들은 보다 늦은 시기에 육봉화(陸封化)되었을 것으로 생각된다. 그러나, 육봉화(陸封化)되어 있으면서 내륙 깊이 존재하고 있는 금호강의 개체군이 가장 잘 발달된 인판(鱗板)을 지니고 있으며 인판(鱗板)의 수도 적지 않다는 사실에서, 이 개체군에는 염분내성(鹽分耐性) 및 육봉화(陸封化)와 인판(鱗板)의 수 및 발달이 서로 관계가 없음을 의미한다. 이러한 여러 사실로 보아 형산강과 금호강에 서식하고 있는 P. sinensis kaibarae 사이의 관계에 대해서는 보다 세밀한 조사가 요망된다.

• 한국광물학회지
• /
• 제19권4호
• /
• pp.291-300
• /
• 2006

본 연구는 낙동강의 주요 지류인 금호강에 대하여 하상퇴적물의 광물학적 성분을 밝히고 이와 더불어 퇴적물에 포함된 중금속의 농도를 파악하여 이에 미치는 영향 등을 알아보고자 수행되었다. 금호강의 경우 유하거리가 짧지만 유하하는 동안 암상 및 산업지대의 변화가 뚜렷하여 퇴적물내 중금속의 농도에 영향을 미치는 지질학적 및 산업활동에 의한 요인들을 알아보기에는 좋은 연구대상이다. 하천퇴적물을 이루고 있는 광물로는 석영, 알바이트 사장석 등이 주요 조암광물을 이루고 있었으며 이외 정장석, 미사장석, 각석섬 등이 소량으로 동정되었다. 점토광물로는 일라이트, 녹니석, 카올리나이트 등이 같이 산출되었다. 상류에서 하류로 가면서 화산암에서 퇴적암으로 암상이 변하지만 전체적인 광물의 종이나 양에 있어서는 뚜렷한 변화를 보이지 않고 있어 모암의 영향은 거의 없는 것으로 보인다. 중금속의 경우 함유량에 있어서 Zn > Pb > Cu > Ni > Cr > Co > Cd의 순서로 나타났다. 상류에서 하류로 가면서 시료채취지점별로 농도의 증감을 보이며 Pb를 제외하고는 전체적으로 증가하는 것으로 나타났다. 부분적인 농도의 증가는 오염원으로부터 유출된 중금속을 포함하는 지천의 영향을 주로 받는 것으로 나타났으며 광물의 성분의 변화가 없음에도 이러한 변화를 보이는 것은 대체로 광물의 영향보다는 오염원의 영향이 더 큰 것으로 보인다. Pb와 Ni의 경우를 제외하고는 과거의 오염원에 의하여 현재까지 퇴적물에 부화되어 있는 것으로 판단된다.

• 한국항만학회지
• /
• 제13권1호
• /
• pp.133-146
• /
• 1999

Mokpo coastal area is connected to the adjacent a long river and two large basins. It is essential for port planning coastal zone management and environmental impact study to analyze the data related to the ship operation and variation of current and water quality due to the development of water area including dredging reclamation and estuary barrage. The Yongsan river estuary weir and Yongam-Kumho basins discharge much of water through water gates for the purpose of flood control and prohibit salt intrusion at the inland fresh water area. To meet this purpose discharge through the gates have been done at the period of maximum water level difference between inner river and sea level. This discharged water may cause the changes of current pattern and other environmental influences in the vicinity and inner area of semi-closed Mokpo harbor. In this study ADI method is applied to the governing equation for the analysis of the changes on current pattern due to discharged water. As the results of this study it is known that the discharging operation causes many changes including the increase of current velocity at the front water area at piers approaching passage and anchorages. Discussion made on the point of problems such as restricted maneuverability and the safety of morred vessels at pier and anchorage. To minimize this influence the linked gate operation discharging warning system and laternative mooring system are recommended.

• 한국항해항만학회지
• /
• 제28권10호
• /
• pp.925-931
• /
• 2004

목포항 인접해역은 영산강 하구둑과 영암-금호방조제 건설로 인하여 많은 변화를 가져왔다. 특히, 영산강 하구둑과 영암-금호방조제 방류에 의한 영향은 조류속 변화와 퇴적특성 변화와 같은 환경적 영향을 초래하기 때문에 중요하다. 본 연구에서는 영암-금호방조제, 영산강 하구둑 방류현황을 수집${\cdot}$분석하고, 이를 바탕으로 하여 기존의 수치모형실험에서 간과되어 온 방류와 관련된 각종 실험계수를 재조정하여 수치모의론 수행하여 인근 해역 특성을 분석하였다. 영암-금호방조제에서의 방류량에 따른 조류변화를 파악하였으며 이에 기초하여 퇴적특성 변화를 비교한 결과, 조류 순환과 밀접한 관련이 있음을 알 수 있었다.

• 한국환경보건학회지
• /
• 제20권4호
• /
• pp.45-52
• /
• 1994

This study was performed to investigate the contents of six heavy metals (Cd, Cr, Cu, Ni, Pb and Zn) with respect to the particle sizes and depths in sediment collected at nine sites of the lower Kumho river. The mean Cd, Cr, Cu, Ni, Pb and Zn contents in sediment of all sites ranged from 1.59~5.32 mg/kg, 17.4~301.7 mg/kg, 23.2~399.9 mg/kg, 9.48~116.8 mg/kg, 31.1~294.1 mg/kg and 74.2~964.3 mg/kg, respectively. The highest heavy metal contents was generally found to be Zn and lowest was Cd. The mean contents of heavy metal by particle sizes (1.0~0.5, 0.5~ 0.25, <0.25 mm)was the highest in particle sizes less than 0.25 mm, but the coefficients of variation was lowest in particle sizes less than 0.25 mm. Mean contents and coefficient of variation by depths (0~5 cm, 5~10 cm, 10~15 cm) were generally found to be higher in the upper parts of sediment than in the lower parts of sediment. Organic substances were found to be higher as the particle sizes become more small. Moreover, contents of heavy metal increased with the amounts of organic substances in sediment.

• Membrane and Water Treatment
• /
• 제11권1호
• /
• pp.49-57
• /
• 2020

The effect of Combined Sewer Overflow on the river system was investigated throughout three preliminary field tests and three main ones. As a result of the study, Combined Sewer Overflow did not affect water qualities on the main stream since the concentration of the main stream did not significantly changed during rainfall events although the water quality of tributaries has rapidly deteriorated due to the influence of the Combined Sewer Overflow during rainfall events. The main cause of the result is that the flow rate of the tributaries is considerably lower than that of the main stream, so that the tributaries with deteriorated water quality during rainfall events did not significantly affect the quality of the actual main stream. Therefore, the water quality of the Kumho River is more affected by the wastewater treatment facilities that discharges water continuously to the main stream than pollutants from non-point pollution sources during rainfall events. As a result, managements for discharges from wastewater treatment facilities should be strengthened in order to improve the water quality of the river.

• 한국농공학회논문집
• /
• 제54권6호
• /
• pp.169-176
• /
• 2012

This study describes the estimation of upstream ungauged watershed streamflow using downstream discharge data. For downstream Dongchon (DC) and upstream Kumho (KH) water level stations in Kumho river basin ($2,087.9km^2$), three methods of Soil and Water Assessment Tool (SWAT) modeling, drainage-area ratio method and regional regression equation were evaluated. The SWAT was calibrated at DC with the determination coefficient ($R^2$) of 0.70 and validated at KH with $R^2$ of 0.60. The drainage-area ratio method showed $R^2$ of 0.93. For the regional regression, the watershed area, average slope, and stream length were used as variables. Using the derived equation at DC, the KH could estimate the flow with maximum 41.2 % error for the observed streamflow.

• 한국농공학회지
• /
• 제39권2호
• /
• pp.74-85
• /
• 1997

This study aims at the development of a mathematical approach for the optimal water allocation in the river basin where available water is not in sufficient. Its optimal allocation model is determined from the comparison and analysis of mathematical programming techniques such as transportation programming and dynamic programming models at its optimal allocation models. The water allocation system used in this study is designed to be the optimal water allocation which can satisfy the water deficit in each district through inter-basin water transfer between Kumho river basin which is a tributary catchment of Nakdong river basin, and the adjacent Hyungsan river basin, Milyang river basin and Nakdong upstream river basin. A general rule of water allocation is obtained for each district in the basins as the result of analysis of the optimal water allocation in the water allocation system. Also a comparison of the developed models proves that there is no big difference between the models Therefore transportation programming model indicates most adequate to the complex water allocation system in terms of its characteristics It can be seen, however, that dynamic programming model shows water allocation effect which produces greater net benefit more or less.

• 한국수자원학회:학술대회논문집
• /
• 한국수자원학회 2008년도 학술발표회 논문집
• /
• pp.629-633
• /
• 2008

Frequently occurring flood and drought have increased the necessity of an effective water resources control and management of river flows. Therefore, the simulation of the flow distribution in natural rivers is very important to the solution of a wide variety of practical flow problems in water resources engineering. Usually in many flow problems, two-dimensional approach can provide good estimates of complex flow features in the flow around islands and obstructions, flow at confluence and flow in braided channel. The objective of this study is to examine validation of developed an accurate and robust two-dimensional finite element method with wet and dry simulation in complex natural rivers. Milyang river, and Kumho river and Keum river were performed for tests. The results were compared with those of existing model. The suggested model displayed reasonable flow distribution compared with existing model in dry area for application of natural river flow. As a result of this study, the developed general two-dimensional model provide a reliable results for flow distribution of wet and dry domain, it could be further developed to basis for extending to water quality and sediment transport analysis.

• 한국환경과학회지
• /
• 제12권9호
• /
• pp.949-955
• /
• 2003

The subject basin of the research was the basin of Yeongcheon Dam located in the upper reaches of the Kumho River. The parameters of the model were derived from the results of abstracting topological properties out of rainfall-runoff observation data about heavy rains and Digital Elevation Modeling(DEM) materials. This research aimed at suggesting the applicability of the CELLMOD Model, a distribution-type model, in interpreting runoff based on the topological properties of a river basin, by carrying out runoff interpretation far heavy rains using the model. To examine the applicability of the model, the calculated peaking characteristics in the hydrograph was analyzed in comparison with observed values and interpretation results by the Clark Model. According to the result of analysis using the CELLMOD Model proposed in the present research for interpreting the rainfall-runoff process, the model reduced the physical uncertainty in the rainfall-runoff process, and consequently, generated improved results in forecasting river runoff. Therefore it was concluded that the algorithm is appropriate for interpreting rainfall-runoff in river basins. However, to enhance accuracy in interpreting rainfall-runoff it is necessary to supplement heavy rain patterns in subject basins and to subdivide a basin into minor basins for analysis. In addition, it is necessary to apply the model to basins that have sufficient observation data, and to identify the correlation between model parameters and the basin characteristics(channel characteristics).