• Journal of the Korea institute for structural maintenance and inspection
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• v.7 no.1
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• pp.207-215
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• 2003

Developed is a new environment-friendly concrete-block retaining wall system. The conventional analysis methods are not directly applicable because the proposed concrete-block wall system is made of by interlocking the blocks with shear keys. Therefore, the shear analysis as well as stability analysis have been conducted to secure the safety of block-wall system. Overall slope stability analysis was also performed. An appropriate strengthening method was developed to ensure the safety when the block-wall system is relatively high. The method of analysis for strengthening the concrete-block wall system was also proposed. The proposed environment-friendly concrete block retaining wall system shows reasonable safety and can be a good construction method for retaining walls and river bank walls.

• Proceedings of the Korea Water Resources Association Conference
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• 2015.05a
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• pp.514-514
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• 2015

홍수 예측의 개선에 있어 정확한 공간 토양수분 정보는 필수적이다. 위성관측을 활용한 토양수분관측이 이루어지고 있으나 실제적 토양수분 상태와 정량적 차이가 크므로 편이보정을 통한 정량적 개선과정이 요구되는 실정이다. 따라서, 본 연구에서는 위성에서 관측한 AMSR2 토양수분과 지상관측 토양수분자료 및 다중회귀모형를 이용하여 토양수분자료를 정량적로 개선하였다. 공간 해상도가 10 km인 AMSR2 토양수분을 1 km로 상세화한 우리나라 전역의 토양수분 자료와 수자원관리종합정보시스템(WAMIS)에서 제공하는 강우관측소 556개 지점에서 관측한 강우자료, 후처리한 MODIS LST 자료, 증발산량 및 식생지수를 사용하였다. 2012년 7월부터 2013년까지 기상청 농업기상관측관서에서 관측하는 지점 중 사용 가능한 6개 토양수분관측소 자료에 대해 토양군별회귀계수를 산정하였다. 토양군별 다중회귀모형을 이용하여 편이보정한 토양수분자료는 전반적으로 과소추정되는 AMSR2 토양수분의 단점을 개선하여 위성관측 토양수분자료의 활용성을 개선하였다(Fig. 1).

• Journal of the Korean Geosynthetics Society
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• v.12 no.3
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• pp.65-73
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• 2013

The information of cut slope in Mt. Jang area, Busan is investigated in order to construct the Slope Management System in Urban Area. The slope inspection sheet is made to record the characteristics for cut slopes, and that is capable to be inputted slope information systematically. The cut slopes in Mt. Jang area are consisting of 69 slopes. Most of the cut slopes are constructed in cutting slope and retaining wall (CR). The cut slopes located in housing facilities are 46 slopes, and the slopes located in school facilities are 12 slopes. The traverse of cut slopes is mainly ranged from 50 m to 150 m, and the height is mainly ranged from 10 m to 20 m. The slopes combined with soil and rock are mostly distributed. The retaining wall was installed in the toe part of cut slope in order to increase the slope stability, and the additional reinforcement methods including the anchor, drainage, preventing rock fall, shotcrete and vegetation were installed at the toe part of cut slopes.

• Proceedings of the Korea Water Resources Association Conference
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• 2006.05a
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• pp.1027-1031
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• 2006

본 연구는 자연형 소하천의 유형별, 지역별 자연형 하천공법의 파악 및 시범사업의 적용.평가를 통하여 소하천 특성에 적합한 치수구조와 안정성을 갖추면서 생태계와 조화를 이루고, 친수성과 경관 등 소하천의 환경기능을 향상시키는데 필요한 공사시행의 설계도서를 작성하는데 그 목적을 가지고 수행되었다. 자연형 이동소하천정비 시범사업은 축제공, 배수공, 구조물공, 조경공 등의 공종과 자연석 쌓기, 식생축조블록, 그린리버블록 등 11개의 다양한 호안공법이 적용되어 2003년 12월에 준공하였다. 본 자연형 이동소하천 정비시범 사업에서는 공사 전.중.후에 '하천수질 및 유량측정, 홍수량 측정 및 수리분석 그리고 생태계, 하천수리'에 대한 모니터링 사업을 2003년부터 2006년 현재까지 계속적으로 수행하고 있다. 본 연구는 자연형 소하천정비 시범사업 중에서 유역 내 2003년부터 2005년까지 하천수질 및 유량측정 모니터링 결과를 분석한 것이다. 하천수질 및 유량측정은 하천환경계획을 위한 기본조사로서 효과적인 하천환경관리를 도모하기 위한 기준을 정하기 위한 것이다. 하천 수질 및 유량측정은 하천수질이 악화되는 갈수기를 택하여 월별 일일 4회(6시간 간격)에 걸쳐 시행되었고, 수질측정 항목은 BOD, DO, TP에 대하여 조사 분석되었다.

• Proceedings of the Korea Water Resources Association Conference
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• 2022.05a
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• pp.446-446
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• 2022

본 연구에서는 MODIS(MODerate resolution Imaging Spectroradiometer) 다중 위성영상을 기반으로 전국 시공간 토양수분 및 토양수분 기반의 가뭄지수 SWDI(Soil Water Deficit Index)를 산정하였다. 시공간 토양수분의 산정을 위해 입력자료로 MODIS 위성의 지표면온도(Land Surface Temperature, LST), 증발산 및 식생(Enhanced Vegetation Index, EVI; Fraction of Photosynthetically Active Radiation, FPAR; Leaf Area Index, LAI; Normalized Difference Vegetation Index, NDVI) 관련 산출물 자료와 지상 관측자료인 일 단위 강수량 자료를 구축하였다. MODIS 위성영상은 산출물별로 제공되는 QC(Quality Control) 영상을 활용해 보정을 수행하였고, 공간 강수량 자료는 기상청에서 제공하는 전국 92개 지점의 종관기상관측자료를 구축하여 공간보간기법인 역거리가중법을 적용해 생성하였다. 실측 토양수분은 농촌진흥청에서 제공하는 76개 지점의 토양 깊이 10 cm에 설치된 TDR(Time Domain Reflectomerty) 센서에서 측정된 토양수분 자료를 활용하였으며, 토양수분 모의 시 토양 속성을 고려하기 위해 국립농업과학원에서 제공하는 토양도를 구축하여 활용하였다. 토양수분 산정 모형은 다중선형회귀모형(Multiple Linear Regression Model, MLRM)을 활용하였으며, 계절 및 토성에 따른 회귀식을 산정하였다. 회귀식 기반의 토양수분과 토성별 포장용수량 및 영구위조점 값을 이용하여 SWDI를 산정하고, 실제 가뭄 발생 시기 및 지역과의 비교하고자 한다.

• Journal of environmental and Sanitary engineering
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• v.5 no.1
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• pp.54-62
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• 1990

The recovery of vegetatiion and soil properties in the burned fields after forest fire were studied in Chung Cheong Buk Do area, Korea, from July 23 to 28, 1981. Miscanthus sinensis var. purpurascens, Carex humilis and Lespedeza bicolor were dominant species in the burned field of the second year after forest fire as well as unburned field. Especially, Lespedeza bicolor was gradually grown to the dominant species. Lespedeza bicolor, Carex humilis and Miscanthus sinensis var. purpurascens were the dominant species in the burned field of the fifth year after forest fire. Biological spectra of the burned fields were similar to the umburned fields with $H-e-D_1-R_5$ or $Ph-e-D_1-R_5$ from the second year after forest fire. Accordingly, biological spectra were recovered to the unburned fields from the second year. Degree of successiion was DS=423 in the burned field and DS=524 in the unburned field in 1981. The DS of the burned fields was gradually increased and recovered to be similar to the unburned from the second year. In the species diversities and evenness index, H,e and $\beta$ of the burned field in 1981 were higher and $\lambda$ was lower than the unburned field, but all of the indices were recovered to the unburned field from the second or third years. Accordingly, the vegetation of the first year was the complex community in view floristic composition, but it was recovered to the simple community as unburned field fromthe second or third years. In the soil preperties, pH, total nitrogen, available phosphorus, exchangeable potassium, exchangeable calcium and exchangeable magnesium were increased and organic matter was decreased due to forest fire, and then was recovered to the unburned field from the second or third years. The vegetation and soil properties of the burned field after forest fire were similary recovered to the unburned field from the second or third years. Accordingly, there was a close relationship between the trend of vegetation recovery and the changes of soil characteristics after forest fire.

• Ecology and Resilient Infrastructure
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• v.9 no.3
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• pp.194-205
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• 2022

Sandbars formed by sediment transportation and sedimentation are some of the most important habitats for specific wildlife and they provide an aesthetic landscape in streams. The purpose of this study was to understand the successional process of the colonization and development of early vegetation over time on sandbars exposed by the opening of a gate at a downstream weir. We selected the following four study sites in the Geumgang River, South Korea: three weir-upstream sites with different gate-opening times and a control site that was not affected by weir operation. Changes in the structural characteristics and spatial distribution of the riparian vegetation on the sandbars exposed after opening the gate at the weir were surveyed according to the different exposure periods of the sandbars at the study sites. The newly formed sandbars accounted for more than 33% of the area of the existing floodplain in the three weir-upstream sites of the Geumgang River after opening the gate at the weir. Nine main plant communities were distributed on the exposed sandbars. These communities were classified as annual mesophytic, perennial hydrophytic, perennial hygrophytic, subtree, and tree vegetation based on their species traits. As the duration of exposure of the sandbar increased, the area of the bare sandbar and the annual herbaceous and perennial hydrophytic communities decreased, and the areas occupied by perennial hygrophytic, subtree, and tree communities increased. Changes in vegetation on the sandbar were classified into three types of succession according to the condition of the aquatic habitat before the gate-opening and the degree of physical disturbance caused by the water flow after the gate-opening. The types of succession were: 1) succession starting from hydrophytes in the lentic aquatic zone, 2) succession starting from annual herbaceous hygrophytes in the lotic aquatic zone, and 3) willow-dominated succession in the disturbed channel side. Our results suggested that the dynamics of successional changes in vegetation should be considered during weir operation to ecologically manage the habitats and landscape of the fluvial landforms, including sandbars in streams.

• Proceedings of the Korea Water Resources Association Conference
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• 2011.05a
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• pp.340-340
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• 2011

자연하천의 안정은 하상경사, 유사이동, 원지반의 상태, 저수로의 깊이, 하도 및 하안의 구조와 하안식생 등에 달려있다. 이 중 하상경사는 가장 중요한 요소로써 하도의 안정을 위해서는 무엇보다도 이를 적절하게 유지하는 방안을 모색하여야 한다(김혜주 등, 2003). 이러한 자연하천의 안정을 위하여 주로 하상유지시설을 설치하는 것이 보편적이다. 이러한 낙차공의 설치는 하천설계기준을 근거로 하상의 안정성 확보라는 설치 목적에 맞게 설계 및 시공이 이루어져 하도의 안정에는 나름대로 효과적이지만 하천환경의 연속성 차단 등 다양한 생태·환경적 폐해가 나타나고 있는 것으로 알려져 있다(김혜주 등, 2003). 이러한 단점을 보완하기 위해 낙차공과 같은 횡단구조물의 본체에 어도를 설치하거나 계단형 또는 경사형 본체를 갖는 구조물이 제안되고 있으나 현재까지 제안된 보완적인 방법들로는 근본적인 생태단절을 해소하기에는 무리가 있다. 따라서 낙차공 등 하천 수공구조물 설치로 인해 야기되는 생태 환경적 문제를 해결하기 위해서는 대상하천에 서식하는 생물에 대한 이해가 우선 이루어져야 하며 이를 바탕으로 설계 및 시공하는 것이 가장 효과적이다. 이를 위해서는 구조물 설치에 따라 변화되는 수리현상에 대한 정확한 분석이 필요하다. 이에 본 연구에서는 국내외에서 제안되고 있는 낙차공 중 통나무를 이용한 낙차공의 평면형태에 따른 하류부 세굴현상을 수리실험을 통해 분석하였다. 본 연구에서는 평면형태(horizontal)에 따른 세굴영향을 파악하고자 평면각을 $70^{\circ}$에서 최대 $180^{\circ}$로 변화시켜 세굴 실험을 수행하였다. 상향 V형만을 고려한 이유는 하향 V형의 경우($\theta$>$180^{\circ}$)에는 낙차공을 월류하는 흐름으로 인해 구조물 하류부 좌 우안측에 세굴이 발생하기 쉽기 때문에 자연하천의 경우 호안측 침식이 발생한 수 있고 또한 실험수로 벽면영향으로 인해 세굴형태가 왜곡될 우려가 있어 하향 형태의 낙차공은 실험대상에서 제외하였다. 낙차공의 평면 형태가 세굴심에 미치는 영향을 검토한 결과, 유입 Froude 수( )에 대해 높은 상관이 있으며 또한 평면각도에 따라 변하는 낙차공의 횡단길이가 낙차공 하류부의 세굴심에 큰 영향을 미치고 있음을 확인할 수 있었고, 세굴길이의 경우, 평면형태에 따른 세굴길이와 세굴심의 비는 낙차공의 평면각도의 증가에 따라 세굴 길이가 짧아짐을 확인할 수 있었다.

• The Journal of Engineering Geology
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• v.16 no.2 s.48
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• pp.189-199
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• 2006

This paper presents a field study of the stability of slope collapsed during road construction and proposes a reasonable countermeasure if the current slope is unstable. As a result of slope investigation, it was found that the slope includes five tension cracks and the sliding surface is started from the tension crack and propagated the surface soil layer through weathered rock layer. The slope stability analyses are conducted in case of dry and rainfall seasons. The results indicate that the slope is unstable status. A reinforcement method of slope failure should be selected according to the scale of failure. That is, the scale of slope failure, which is classified small, middle and large size determines the reinforcement method of slope. Since the slope interested in this study is large size failure slope, the reinforcement method to control slope failure is selected stabilizing piles, and seed spray and drainage of surface waterare also selected to remain the factor of safety. The SLOPILE (Ver. 3.0) program is applied in order to do stability analysis of slope reinforced by piles. As the result of analysis, the slope reinforced by a row of piles shows the stable state. It is clearly confirmed that the stabilizing of piles can improve the stability of slope.

• Journal of the Korean Geosynthetics Society
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• v.21 no.4
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• pp.79-91
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• 2022

Recently, the frequency of damage to slopes for highways, railways, and complexes has been increasing according to abnormal climates such as heavy rainfall or snowfall. Rapid Hardening Composite Mat (RHCM) could be a satisfactory alternative because it has the advantages that large-scale earthwork is not essential and the period for restoration is minimized. Also, this method does not require heavy machines and a phase of maintenance for slopes against the shotcrete method or planted slope protection, which are representative slope protection methods. Furthermore, the curing time is shorter than Geosynthetic Concrete Composite Mat (GCCM). Therefore, RHCM could be useful for emergency restoration work. Thus, in this study, the strength and duration of RHCM are estimated, compared, and analyzed with GCCM. As a result of the laboratory test, the strength of RHCM is greater 51%, and the duration is larger 69% than GCCM.