• 한국습지학회지
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• 제4권1호
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• pp.43-50
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• 2002

The channel improvement plan has contributed to the flood damage reduction studies and the plan has mainly performed by the levee construction which creates the cut river. The cut river has mainly used as the agricultural and housing purposes. Recently, however, it is considered as a natural wetland for the purposes of a flood control and preservation of nature. So, this study compares the economical benefits according to the purposes of the cut river utilizations such as an agricultural, levee construction for flood damage reduction, and wetland. The study area is the downstream part of Kok-Neung stream which is a main tributary of Han river. The agricultural and levee construction benefits are estimated based on the 'Agricultural and Forestry Statistical Year' (2000) and the 'Standard for River Design' (2001). The benefit or value for the wetland utilization of the cut river is estimated by the enquete using questionnaire. As a results, for the case of which the cut river is used as an agricultural land, the present net benefit is estimated as 195.81 million won, for the levee construction, as 20853.00 million won and for the wetland, as 24692.89 million won. Therefore, the wetland is the best choice for the cut river utilization.

• 한국방재학회 논문집
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• 제2권1호
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• pp.127-134
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• 2002

본 연구에서는 통상 농경지 및 택지로 이용하고 있는 폐천의 경제적 가치에 대해 연구하였다. 즉, 폐천을 농경지로 활용하였을 경우와 습지나 위락단지로 활용하였을 경우에 대한 경제적 가치를 평가 비교하고자 하였다. 연구 대상유역은 한강의 제1지류인 곡릉천의 하류를 선정하였다. 농경지로 활용하였을 경우는 농림통계연보(2000)를 이용하여 그 가치를 산정하였고, 자연습지나 위락단지로 활용하였을 경우에 대해서는 설문조사를 통하여 그 가치를 평가하였다. 즉, 습지나 위락단지의 레크리에이션 가치는 설문조사 결과를 여행자비용법에 의해서 산정하였고, 심미적 가치는 선진국의 선례를 토대로 설문조사를 작성한 후 그 결과를 이용하여 가치를 평가하였다. 분석 결과 폐천을 농경지로 활용하였을 경우, 연간균등편익은 7.05 백만원으로 산정되었고, 습지와 레크리에이션 목적으로 활용하였을 경우에 대해서는 각각의 연간균등편익이 1931.4 백만원과 6284.86 백만원으로 산정되었다. 또한, 심미적 가치는 1년에 14만원으로 산정되었다. 따라서 폐천부지를 농경지로 활용할 경우 보다 습지나 위락시설로 활용할 경우가 훨씬 더 큰 가치를 보이고 있다.

• 한국물환경학회지
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• 제25권2호
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• pp.221-226
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• 2009

We investigated the most effective cutting interval for underwater nutrient removal through cut off the emergent part of hydrophytes at artificial vegetation island (AVR) which was installed for the purpose of water quality improvement in Lake Paldang. We divided the planting area of Phragmites japonica into three parts according to the cutting intervals. The shoot height and relative growth rate of P. japonica, nutrient contents and biomass of cut off P. japonica were measured at each cutting interval. The amount of nutrients which were removed through cut off at each cutting interval was calculated. P. japonica showed full growth, 80% and 60% of full growth before first cut off at three-months, two-months and one-month cutting interval condition respectively. Three-month cutting interval condition showed the largest biomass of cut off P. japonica and one-month cutting interval condition showed the least. However the cut off P. japonica showed the highest content of nutrients at one-month cutting interval condition and the least at three-month cutting interval condition. The amount of phosphorus and nitrogen removal at two-month cutting off condition is the largest among three cutting interval conditions indicating that cut off the emergent part of P. japonica every two months is the most effective to remove the nutrients from water at AVR in eutrophic lakes.

• Geomechanics and Engineering
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• 제32권1호
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• pp.111-123
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• 2023

The slope of an open cut tunnel is located above the exit of the Leijia tunnel on the Changgan high-speed railway. During the excavation of the open cut tunnel foundation pit, the slope slipped twice, a large landslide of 92500 m³ formed. The landslide body and unstable slope body not only caused the foundation pit of the open cut tunnel to be buried and the anchor piles to be damaged but also directly threatened the operational safety of the later high-speed railway. Therefore, to study the stability change in the slope of the open cut tunnel under heavy rain and excavation conditions, a 3D numerical calculation model of the slope is carried out by Midas GTS software, the deformation mechanism is analyzed, anti-sliding measures are proposed, and the effectiveness of the anti-sliding measures is analyzed according to the field monitoring results. The results show that when rainfall occurs, rainwater collects in the open cut tunnel area, resulting in a transient saturation zone on the slope on the right side of the open cut tunnel, which reduces the shear strength of the slope soil; the excavation at the slope toe reduces the anti-sliding capacity of the slope toe. Under the combined action of excavation and rainfall, when the soil above the top of the anchor pile is excavated, two potential sliding surfaces are bounded by the top of the excavation area, and the shear outlet is located at the top of the anchor pile. After the excavation of the open cut tunnel, the potential sliding surface is mainly concentrated at the lower part of the downhill area, and the shear outlet moves down to the bottom of the open cut tunnel. Based on the deformation characteristics and the failure mechanism of the landslides, comprehensive control measures, including interim emergency mitigation measures and long-term mitigation measures, are proposed. The field monitoring results further verify the accuracy of the anti-sliding mechanism analysis and the effectiveness of anti-sliding measures.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 1994년도 봄 학술발표회 논문집
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• pp.75-82
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• 1994

Groundwater in waste landfills can be contarninated by leachates produced from wastes and flow down toward rivers. These accidents are easily discovered in uncontrolled landfill sites. In this study, applications for controlling groundwater pollution and protecting river pollution were studied using installation of cut-off walls around the waste landfill. Analyses for the efficiency and applicability of the cut-off wall were made under environmental, economical anc technical considerations. Cut-off walls were installed at the upgradient and the downgradient. prediction analyses for the hydraulic head distribution over the site were made for concerning with the final cover and without the final cover. Also, the hydraulic head distribution was predicted with well-pumping on both cases, upgradient cut-off wall and downgradient cut-off wall.

• 한국지역지리학회지
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• 제7권2호
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• pp.71-81
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• 2001

하안단구는 지반운동이나 기후변화에 따른 하천력/저항력 관계의 변화로 평형상태를 유지하던 전(前) 하천시스템의 하도 일부가 남은 것이다. 우리나라의 대부분의 하천 주변에는 비교적 최근에 형성된 저위 하안단구가 널리 분포한다. 그러나 저위 하안단구의 형성 메커니즘은 잘 알려져 있지 않다. 본 연구에서는 낙동강 유역에 분포하는 저위 하안단구를 형성한 요인과 형성시기를 고찰하였다. 저위 하안단구는 지난 최종 빙기시의 해수면 하강과 냉량습윤한 기후에 따른 하천침식력 증가 때문에 형성되었다. 저위하안단구는 지난 최종 빙기시에 해수면이 하강함으로써 하천의 하방침식력이 증대되었고, 냉량습윤한 환경에서 하천력이 저항력을 초과함으로써 하상(河床)이 깊게 파이면서 형성되기 시작하였다. 이 시기에는 곡류하천이 많이 절단되기도 하였다. 하지만 상대적으로 빙기가 짧았기 때문에 하천이 전 구간에서 평형을 이루지 못한 상태에서 해수면이 상승하기 시작하였다. 두부침식은 곡류의 절단에 힘입어 하계폭포까지 그대로 유지되었으며, 하류의 깊게 파인 곡과 절단된 구하도는 메워지게 되었다. 따라서 최상류 구간은 최종 간빙기, 상류 구간은 최종 빙기, 중 하류 구간은 후빙기의 하천종단곡선을 각각 나타낸다. 따라서 저위 하안단구는 '최종 빙기에서 현재에 이르는 침식강화기'에 만들어지고 있다.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2003년도 봄 학술발표회 논문집
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• pp.85-92
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• 2003

Generally, ordinary portland cement(OPC) is widely used for grouting to reduce permeability of ground under the foundations of structures. But, it is hard to be injected into the microscopic voids, fissures and crevices in soil or rock formation for the OPC material. Therefore new method what is called MSG(Micro Silica Grouting) has been developed recently to improve the weak point of the OPC material. In this case study, in order to verify performance of the MSG's water cut-off, trial injections were performed in rear of CIP(Cast in Place Pile) on the site A(weathered soil) and B(alluvial soil) that are constructed for the subway No. 9 nowadays. To take the proper grouting method of the MSG in the trial injecting, the injections are carried out for grouting types(constant pressure or fixed Quantity) and grouting methods(1.5shot or 2.0shot) and to confirm the effects of water cut-off and the injection range of the MSG, the tests of permeability and indicator(phenolphthalein) response were performed before and after the injection. Through the tests results, we could affirm the effects of water cut-off of the MSG and the injection range for the weathered and alluvial soil layers near the Han River. Finally we could make sure the application of the MSG method in actual construction under the layers.

• 한국조경학회지
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• 제28권2호
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• pp.108-121
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• 2000

This study seeks what kind of factors influence to locate dwellings and to establish scenic spots in nature by a case study focused on a meandering stream. The study specially concentrates on the interrelationship between both residences and beautiful sceneries and a meander cut-off-area that reveals a special topographical characteristics, located at Samji village in Youngyang-eup, Youngyang-gun, Koungsangbuk-do. The meander cut-off area, developed at the middle or upper reaches of a river, often makes up specific landscapes such as precipitous cliffs, sheer cliffs and caves. And the area where is specially created by sudden change of flow due to erosion ;perceived by the cut surface to be the most beautiful scenic spot. These beautiful landscapes were used to be called as Dae, Dam or Gul and managed by Confucian scholars who enjoy refined taste and devote themselves to the study in nature. Moreover, the Ku-Hado-literary means the area of ex-flow-made the scholars' lving with a well prepared basis for agriculture where supplied a cornucopia of organic matters and water. The merit of agriculture made it possible that the scholars became economically independent, and the fact might be the essential point why the meander cut-off area took noticed. Actually, Cho-family has been in Smaji Village for generations, producing a large number of scholars and keeping the actual power of the region. The physical shape of the meander cut-off area, cozily surrounded by mountains, is considered as a good place for the dwelling due to the influence of traditional sight of view for location and P'ungsuchiri which is known as Feng Shui in China and geomancy in the western world. It is a fruit in it own way that we could find the ancestors' discernment and wisdom from this study, who have lived their lives adapting themselves to the given natural environment and also utilizing the nature wisely. But this is a current-argued study on the meander cut-off area. Follow-up studies have to be continued about the landscapes of the meander streams and the meander cut-off areas scattered all over the country except Samji Village and draw the characteristics from the comparative analysis.

• 한국지역지리학회지
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• 제11권1호
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• pp.40-53
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• 2005

영산강은 내륙수로로서 중요한 기능을 수행하였으나, 1981년 영산강하구둑 축조 이후에 주운기능이 소멸되었다. 그 이후에 영산강 하류지역을 중심으로 주운복원과 활용방안에 대한 주장이 제기되어 지금까지 지속되고 있으나, 이러한 논의들이 영산강의 지형적, 수문학적인 특성에 충분히 기초하지 못하고 있다. 영산강 주운복원 및 활용은 과학적인 타당성을 기초로 추진되어야 하는데, 영산강의 특성을 고려할 경우, 주운복원은 구진포에서 영산강하구둑까지 수심이 얕은 일부 구간의 저수로를 준설하여 환경탐사, 생태관광을 목적으로 하는 소형 선박을 운항하는 방안이 바람직하다. 영산강 주운복원 및 활용방안을 모색하기 위해서는 자치단체, 유관기관, 전문가, 민간단체 등이 거버넌스에 입각하여 참여와 협력 체계를 구축하는 것이 필요하다.

• 한국환경생태학회지
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• 제36권5호
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• pp.468-480
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• 2022

낙동강하굿둑의 건설로 원활한 용수 공급이 이루어졌으나, 하구 수생태계의 종적 연결성을 단절시켰다. 이에 낙동강하굿둑 개방에 대한 사회적 요구가 지속적으로 제기되어 왔으며, 2017년부터 낙동강하구역 기수생태계 복원을 위한 노력이 본격화되었다. 낙동강 하구에는 다양한 어종이 서식해 왔으며, 이들의 서식·이동 특성은 상이하므로 이를 고려한 수문운영은 기수생태계 복원에 필수적이다. 이에 본 연구에서는 낙동강하구에 서식·이동하는 어류를 모니터링을 통해 확인하였으며, 방류 시 수문운영 형태별, 개도별 평균 유속을 산출하여, 어종에 따른 원활한 소상 가능성을 분석하였다. 또한 대상어종을 선정하고, 주 분포 수심에 따른 수문운영 형태를 제시하는 등 낙동강 하구역의 기수생태계 복원을 적극적으로 수행하기 위한 수문운영 방안을 제시하였다.