• 한국지하수토양환경학회:학술대회논문집
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• 한국지하수토양환경학회 2003년도 추계학술발표회
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• pp.579-582
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• 2003

This study is a part of the project to identify water-quality degradation mechanism due to Fe and Mn in the river-bank infiltration system in the Changwon city, Kyungsangnam-Do. Results of hydrogeochemical logging indicated that the matrix of the river bank affects groundwater quality, probably related with the hydraulic conductivities of the different layers of bank deposits. Electric conductivity logging data clearly show various layers of groundwater flows. Further studies are necessary to identify mechanisms of increasing dissolved oxygen contents with depths at some monitoring wells.

• 한국환경복원기술학회지
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• 제11권6호
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• pp.81-90
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• 2008

Recently, geofiber(polyester) reinforced soil was added on soil-seed mixture spray to control erosion and to improve vegetation growth on rocky slope sites. This research was conducted to compare vegetation effects and soil hardness on three types of soil-seed mixture spray on stone gabion river bank [A type : soil-seed mixture spray underlying 30cm thick sand with geofiber(geofiber reinforced soil system), B type : soil-seed mixture spray underlying 30cm thick sand without geofiber, C type : soil-seed mixture spray]. Evaluation were made concerning vegetation coverage, soil hardness and moisture content. The results of this study showed that A type system was effective for the growth of vegetation and soil hardness when compareed to B type and C type. A type and B type showed higher covering rate than C type on stone gabion river bank, and especially A type showed the highest covering rate. Soil hardness and water content were high on A type vegetation system compared to B type and C type. We noted that high soil hardness and high moisture content with geofiber(geofiber reinforced soil system) were effective both to control erosion from water current impact and to be high coverage and species of vegetation on stone gabion river bank.

• 한국수자원학회:학술대회논문집
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• 한국수자원학회 2009년도 학술발표회 초록집
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• pp.2078-2082
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• 2009

Riparian vegetation distribution patterns and diversity relative to various fluvial geomorphic channel patterns, stream bank stabilization methods, and stream flow processes are described and interpreted for selected stream of Goesan, Central Korea. Idong Stream Pilot Project, which began in May 2003 and finished in December 2003, was selected to develop effective methods. The project aim to maintain or increase stream bank stabilization ecosystem goods and services while protecting downstream and stream bank ecosystem. A number of protecting methods which are a Flight of fieldstone, Vegetation block, Green river block, Stone net, Green environment block, Eco friendly cobble, Vegetation mat and Geo green cell and Firefly block were applied on the bank of Idong stream. The stream sites have been monitored about flora conditions each method in 2007. We selected 12 points for summer seasons to separately investigate in left bank, right bank and river bed. The main purpose of this study was to find out suitable methods and to improve stream restoration techniques for ecosystem. On the stream bank, Eco friendly cobble method(9.57) was the highest average of vegetation cover and Firefly block method(3.87) was the lowest average in applied methods.

• 한국방재학회 논문집
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• 제11권3호
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• pp.201-208
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• 2011

하천을 설계할 때 적절한 호안공법을 선정해야 하지만 이에 대한 가이드라인이 없는 실정이다. 따라서 하천설계시 채택한 호안공법들의 적합성 여부를 판단함으로서 예산의 낭비를 막을 필요가 있다. 본 연구에서는 하천설계시 채택한 호안공법들이 적합한지를 평가하는 방법을 개발하고, 이를 8개 하천에 적용함으로서 개발된 방법의 타당성을 검토하였다. 평가방법은 계층화분석법(AHP)을 사용하였으며 각 하천에 적용된 호안 공법의 적합도(SI)를 분석하여 평가하는 방법을 사용하였다. 최적 호안공법이 선정되기 위해서는 설계대상지점의 모든 환경변수가 고려되어야 할 것이다. 따라서 설계호안을 평가하기 위해서도 대상지점이 가지고 있는 모든 변수가 포함되어야한다. 호안평가항목은 호안의 수리적 안정성, 환경생태성, 경제성, 어메니티의 4가지 항목을 사용하였으며 각 항목은 4~5개의 소항목을 포함하며 각 소항목은 대상지점의 조사결과를 반영한 자료이다. 평가방법은 8개 하천을 대상으로 적용되어 평가되었으며 설계된 호안의 SI를 판정하였다. 본 연구의 결과는 특히 자연친화적인 호안공법을 평가하는 데 적합할 것으로 생각되며 부적절하게 설계된 호안은 적절한 공법을 선정하는데 도움을 줄 수 있을 것이다.

• 한국수자원학회논문집
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• 제41권6호
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• pp.619-628
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• 2008

하천의 호안은 제방 또는 호안을 유수에 의한 파괴와 침식으로부터 보호하기 위한 구조물로서 과거에는 치수 목적만 갖고 기술자의 주관이나 경험적 판단에 기초해 공법을 선정함으로써 시공한 후 여러 문제점들이 발생하였다. 그러나 현재는 치수뿐만 아니라 환경적 측면이 강조되면서 자연형 호안이 필요하게 되고, 호안종류가 다양해져 호안 공법 선정시 보다 객관적이고 정량적인 해석방법이 필요하게 되었다. 본 연구에서는 호안공법 선정시 기존의 방법에서 문제가 되었던 주관적, 경험적 요소를 최대한 배제하기 위해 안정성, 경제성, 시공성, 친환경성에 대한 세부기준 및 표준화 절차를 제시하고, 최적호안공법 선정에 계층분석과정을 도입하였다. 이로써 실무에서 최적의 호안공법을 선택함에 있어 보다 객관적이고 합리적인 판단의 수단을 제공할 수 있을 것으로 기대된다.

• 환경위생공학
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• 제23권3호
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• pp.47-57
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• 2008

This study was predicted the diffusion of the conservative contaminant using a two-dimensional hydraulic model. The research area is upper basin of Jakwang river where the possibility where the pollutant of vast quantity will flow is high. Using SMS model, we calculated two-dimensional stream flow. And using this result, predicted the conduct of the conservative contaminant by pollutant transfer diffusion calculation. And also we predicted flow and contaminant diffusion in the near estuary by constructed guide bank. As a result of study, pollutant effect scope of the conservative contaminant was predicted with the fact that will broaden because of interception by guide bank. As discharge was increased from the Jakwang river, The diffusion of the pollutant is accelerated, also the effect scope increases.

• 한국수자원학회:학술대회논문집
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• 한국수자원학회 2015년도 학술발표회
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• pp.237-237
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• 2015

The district of Marlborough has had more than its share of river management projects over the past 150 years, each one uniquely affecting the geomorphology and flood hazard of the Wairau Plains. A major early project was to block the Opawa distributary channel at Conders Bend. The Opawa distributary channel took a third and more of Wairau River floodwaters and was a major increasing threat to Blenheim. The blocking of the Opawa required the Wairau and Lower Wairau rivers to carry greater flood flows more often. Consequently the Lower Wairau River was breaking out of its stopbanks approximately every seven years. The idea of diverting flood waters at Tuamarina by providing a direct diversion to the sea through the beach ridges was conceptualised back around the 1920s however, limits on resources and machinery meant the mission of excavating this diversion didn't become feasible until the 1960s. In 1964 a 10 m wide pilot channel was cut from the sea to Tuamarina with an initial capacity of $700m^3/s$. It was expected that floods would eventually scour this 'Wairau Diversion' to its design channel width of 150 m. This did take many more years than initially thought but after approximately 50 years with a little mechanical assistance the Wairau Diversion reached an adequate capacity. Using the power of the river to erode the channel out to its design width and depth was a brilliant idea that saved many thousands of dollars in construction costs and it is somewhat ironic that it is that very same concept that is now being used to deal with the aggradation problem that the Wairau Diversion has caused. The introduction of the Wairau Diversion did provide some flood relief to the lower reaches of the river but unfortunately as the Diversion channel was eroding and enlarging the Lower Wairau River was aggrading and reducing in capacity due to its inability to pass its sediment load with reduced flood flows. It is estimated that approximately $2,000,000m^3$ of sediment was deposited on the bed of the Lower Wairau River in the time between the Diversion's introduction in 1964 and 2010, raising the Lower Wairau's bed upwards of 1.5m in some locations. A numerical morphological model (MIKE-11 ST) was used to assess a number of options which led to the decision and resource consent to construct an erodible (fuse plug) bank at the head of the Wairau Diversion to divert more frequent scouring-flows ($+400m^3/s$)down the Lower Wairau River. Full control gates were ruled out on the grounds of expense. The initial construction of the erodible bank followed in late 2009 with the bank's level at the fuse location set to overtop and begin washing out at a combined Wairau flow of $1,400m^3/s$ which avoids berm flooding in the Lower Wairau. In the three years since the erodible bank was first constructed the Wairau River has sustained 14 events with recorded flows at Tuamarina above $1,000m^3/s$ and three of events in excess of $2,500m^3/s$. These freshes and floods have resulted in washout and rebuild of the erodible bank eight times with a combined rebuild expenditure of $80,000. Marlborough District Council's Rivers & Drainage Department maintains a regular monitoring program for the bed of the Lower Wairau River, which consists of recurrently surveying a series of standard cross sections and estimating the mean bed level (MBL) at each section as well as an overall MBL change over time. A survey was carried out just prior to the installation of the erodible bank and another survey was carried out earlier this year. The results from this latest survey show for the first time since construction of the Wairau Diversion the Lower Wairau River is enlarging. It is estimated that the entire bed of the Lower Wairau has eroded down by an overall average of 60 mm since the introduction of the erodible bank which equates to a total volume of $260,000m^3$. At a cost of $$0.30/m^3$ this represents excellent value compared to mechanical dredging which would likely be in excess of $$10/m^3$. This confirms that the idea of using the river to enlarge the channel is again working for the Wairau River system and that in time nature's "excavator" will provide a channel capacity that will continue to meet design requirements.

• 한국지하수토양환경학회:학술대회논문집
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• 한국지하수토양환경학회 2003년도 총회 및 춘계학술발표회
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• pp.426-429
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• 2003

This research introduces some preliminary results of bank filtering intake method adopted ill Backam area, Yongin city. This bank infiltration had been supplied to water resources of 750 m$^3$/day to Backam-myun, in 2002. It is believed that the bank infilteration method can afford to supply backam-myun people, Youngin city. The analysis of pumping data along the river shows the water supply pattern. Monitoring data of 1-6 pumping stations on the decline of water table along river sides and basic data on hydrogeologic properties are used to analyze the spatial disturbance range of groundwater systems due to the river pumping system.

• 한국지하수토양환경학회:학술대회논문집
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• 한국지하수토양환경학회 2002년도 총회 및 춘계학술발표회
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• pp.93-97
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• 2002

This research introduces some preliminary results of bank filtering intake method adopted in Dalseo area, Nakdong River. This intake method has been planned to supply water resources of 41,000 ㎥/day to Goryeong-Gun and Seongju-Gun in 2016. It is believed that the bank filtering intake method can afford to supply 41,000 ㎥/day amount of water resources and that the raw water quality using the method has more advantages in water treatment than direct surface water intake. Even though the safety yield about individual vertical well is roughly estimated to about 2,000 ㎥/day, it is desirable to decrease the safety yield to about 1,000 ㎥/day in the consideration of long term and simultaneous well pumpings and other unknown factors. Ongoing study will give basic data and new techniques to solve the problems appearing in application of bank filtering method as well.

• 한국수자원학회논문집
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• 제51권1호
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• pp.35-48
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• 2018

수제는 일반적으로 하천에서의 흐름 방향과 유속을 제어하여 하안 또는 제방을 유수에 의한 침식작용으로부터 보호하기 위한 목적으로 설치될 뿐만 아니라 과거에는 운하를 위한 충분한 수심 확보 목적으로 이용되었다. 2000년대 이후 하천복원 및 자연하천 정비에 대한 관심이 커지면서, 수제 설치로 인해 발생되는 수제주변 국부적인 흐름제어와 다양한 하상조건이 수중서식처 기능을 줄 수 있어 환경적 주요 수공구조물로 제시되고 있다. 수제는 주로 여러 개의 군수제로 설치되는데 설치간격에 따라 주수로에서 변화되는 흐름과 수제역내 흐름이 다양하게 발생하기 때문에 군수제 설계에 있어서 수제의 간격은 중요한 설계인자라 할 수 있다. 본 연구는 수제간격 및 설치각도에 따라 다양하게 변화되는 수제역내 재순환구간의 흐름현상을 검토하여 수제목적에 따른 적정 수제간격을 결정하는데 정보를 제공하고자 하였다. 특히 흐름분석은 수제역내 재순환영역에서 발생하는 와의 형성, 와 중심점의 위치 및 제방부 유속을 주로 분석하여 제방부의 안정성에 영향을 미치는 제방주변에서의 흐름특성을 검토하였다. 실험의 결과는 군수제 설치에 따른 수제역 내의 하상변화와 제방안정성 검토를 위한 중요한 기초자료가 될 것이다.