• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2006년도 춘계 학술발표회 논문집
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• pp.846-853
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• 2006

In this study, quantitative sensitivity analysis on rockfill material influencing the dam crest displacement of Concrete-Faced Rockfill Dam(CFRD) was carried out. The purpose of this study is to indicate the most important input parameter and to show the quantitative variation of displacement at the crest of CFR type dam with this input parameter. The rockfill material properties for parametric study were obtained from the results of large scale triaxial tests on 34 rockfill materials in the 22 different sites. From the statistical analysis on these data, some statistical characteristics of rockfill material properties such as property range, distribution characteristics, and correlation between the properties were investigated. based on these characteristics, 27 property combinations were constituted by Latin Hypercube sampling method. Dam crest displacements after construction, impounding, and earthquake loading were evaluated by static and dynamic numerical analysis on each combination. From the sensitivity analysis, it was found that the crest displacement of CFR type dam was absolutely affected by the shear modulus of rockfill material and the effect of friction angle of it was negligible. This relative difference of sensitivity was more outstanding in case of crest settlement than in case of crest horizontal displacement. Also, it was found that the settlement and horizontal displacement of dam crest logarithmically decreased as the shear modulus increased and the difference between the maximum value and the minimum vale amounted to about 9.5 times in case of settlement and about 10 times in case of horizontal displacement.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2005년도 지반공학 공동 학술발표회
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• pp.293-301
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• 2005

The CSG(Cemented Sand and Gravel) method is construction technique using as raw materials earth and gravel generated from a local construction site, mixing them with cement and rolling with vibration rollers. Recently, The use of this method for cofferdam and large dam is gradually increasing in Japan. The purpose of an CSG mix design is to develop project specific properties to meet the structure design requirements. But uniform mix design of CSG method has not yet been established. The experience of practitioners from the geotechnical and concrete disciplines has given rise to two genernal approaches to mix design for CSG. This paper reports the concept of how to set the mix design according to modified Proctor compaction test process and the test results on properties such as compaction, compressive strength and modulus of elasticity that obtained by unconfined compression test.

• 한국물환경학회지
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• 제20권6호
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• pp.685-691
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• 2004

Water quality forecasting with long term flow is important for management and operation of river environment. However, it is difficult to set up and operate a physical model for water quality forecasting due to large uncertainty in the data required for model setting. Therefore, relatively simpler stochastic approaches are adopted for this problem. In this study we try several multivariate time series models such as ARMAX models for the possible substitute for water quality forecasting. Those models are applied to the BOD and COD levels at Noryangin station, Han river, and also evaluated the effect of release from Paldang dam on them. Monthly BOD and COD data from 1985 to 1991 (7 years) are used for model building and another two year data for model testing. As a result of the study, the effect of improvement on water quality is much more effective combining with the water quality improvement of dam release than considering only increment of dam release in the downstream Han river.

• 한국수자원학회:학술대회논문집
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• 한국수자원학회 2004년도 학술발표회
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• pp.1335-1339
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• 2004

A hydro-geomorphologic change in a sand bed channel reach and vegetation expansion by changes in the How regime is analyzed in this study. Field and aerial photo surveys, basic hydrological analysis about flow regime change due to two dams, Andong Dam and Imha Dam, on the upstream river and computer modeling are conducted. Two Dams in the study reach have obviously affected downstream channel in many ways including the bed particle coarsening, vegetation expansion on the sandbars and following river channel braiding. The phenomenon of no vegetation on the large point bar in front of Hahwe Village seems due to disturbance of the sandbar surface probably due to the cross flow in the meander reach during the flood. Another reason for no vegetation is that the sandbar on this reach has lower subsurface water lovels, as compared with the others in the up- and downstream of the reach where vegetation expanded, which would hinder vegetation from germinating and growing on the sandbar.

• 생태와환경
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• 제43권2호
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• pp.199-211
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• 2010

The objectives for this study were to evaluate spatial and temporal characteristics of water quality, based on long-term water quality monitoring data during 1993~2008. We found that physico-chemical and ecological conditions in the Daecheong Reservoir (DR) were modified by the construction of upper dam (i.e., Yongdam Reservoir). total phosphorus (TP), Secchi depth (SD), and chlorophyll-a (CHL) in the DR showed significant longitudinal decreases along the headwater-to-the downlake, indicating a large spatial variation, and this gradient was more intensified during the high-flow season (monsoon). Nutrient-rich water containing high nitrogen and phosphorus in the monsoon season (July~August) passed through the reservoir as a density current in the metalimnetic depth, and also high suspended solids increased in the metalimnetic depth, especially during the monsoon. According to the deviation analysis of Trophic State Index (TSI), >50% of TSI (CHL)-TSI (SD) and TSI (CHL)-TSI (TP) values were negatives, so that inorganic suspended solids (non-votatile solids) influenced the underwater light regime against phytoplankton growth. Also, ratios of CHL:TP after the dam construction evidently increased, compared to the values before the upper dam constructions, indicating a greater yield of phytoplankton in the unit phosphorus. Overall data showed that ecological and functional changes in Daecheong Reservoir occurred after the construction of upper dam (Yongdam Reservoir).

• 대한한방내과학회지
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• 제18권2호
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• pp.131-150
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• 1997

As to the effects of drinking on the cerebrovascular system, the result of studies by Eastern-Western medicine indicate the following conclusions: 1. Oriental medical studies show drinking causes 'Dam-em', 'Dam-tak', and 'Seub-yul' and is, thus related to hypertension and hyperlipidemia. 2. Oriental medical studies also show that hypertension and hyperlipidemia, which includes apoplexy, a dizziness, headaches and 'Gan-yang', are caused by 'Dam-em', 'Dam-tak' and 'Heul-uh'. In most cases of obesity. which is piled 'Seub-dam' in the spleen and stomach, is caused by alcohol consumption. 3. Large amounts of alcohol consumption is a dangerous factor in many kinds of cerebrovascular attacks but under the middle grade of drinking it is not harmful. And it is a predominant theory that a small quantity of alcohol consumption is good for preventing cerebrovascular attacks. 4. Taking a brain computed tomography after alcohol has been introduced into the system reveals strange symptoms like ventricle dilatation, cerebral atrophy, and pathologic histological degeneration. 5. Alcohol is related to hypertension, hyperlipidemia, obesity which are dangerous factors in cerebrovascular attacks. This is especially true with hypertension and obesity. 6. Western medicine says, because of the close relations between hypertension, hyperlipidemia, and the grade of obesity, drinking increases the chances of cerebrovascular attacks. Our findings show that reducing alcohol intake, an environmental factor, will help prevent cerebrovascular attacks.

• 한국환경생태학회지
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• 제27권1호
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• pp.52-63
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• 2013

본 연구는 2011년 6월부터 10월까지 지리적으로 인접하지만 다른 수계로 분류되는 전라북도 무주군 일대의 용담댐 하류역과 경상남도 합천군 일대의 합천댐 하류역에 각각 댐에 의한 방류의 영향을 보기 위하여 대상지점(YE-1, 2, 3; HE-1, 2, 3) 및 대조지점(YC-1, 2; HC-1, 2)을 선정하여 각 지점에서 출현하는 저서성 대형무척추동물의 종구성, 군집분석, 섭식기능군 및 서식기능군, 군집안정성을 분석하였다. 채집은 각 댐의 하류역에서 Surber net($30cm{\times}30cm$)을 이용하여 3회에 걸쳐 정량채집을 실시하였다. 조사결과 용담댐 하류지역에서 총 4문 6강 12목 33과 69종 6,369개체가 출현하였고, 하천의 주요 분류군인 EPT-group(Ephemeroptera, Plecoptera, Trichoptera-group)은 46종(66.7%)을 차지하였다. 합천댐 하류지역에서는 총 4문 5강 13목 44과 81종 5,728개체가 출현하였고, EPT-group은 45종(55.6%)을 차지하였다. 군집분석 결과 용담댐 하류지역에서 우점도지수는 0.27~0.50(Mean${\pm}$SD $0.38{\pm}0.09$), 다양도지수는 2.22~2.97($2.67{\pm}0.29$), 균등도지수는 0.63~0.76($0.72{\pm}0.06$), 풍부도지수는 4.43~7.06($5.69{\pm}0.99$)으로 분석되었고, 합천댐 하류지역에서 우점도지수는 0.40~0.81($0.59{\pm}0.18$), 다양도지수는 1.40~2.39($2.00{\pm}0.43$), 균등도지수는 0.38~0.68($0.56{\pm}0.13$), 풍부도지수는 4.04~5.80($4.95{\pm}0.70$)으로 분석되었다. 섭식기능군은 용담댐과 합천댐 하류지역 모두에서 filtering-collectors와 gathering-collectors가 대부분을 차지하였으며, 서식기능군은 burrowers, clingers, swimmers가 대부분을 차지하였다. 군집안정성 분석 결과 용담댐 유역의 대상하천에서 수환경 변화에 저항력과 회복력이 강한 I특성군에 속하는 집단이 더 많은 것으로 분석되었다. 합천댐 유역은 대조하천에서 수환경 변화에 대한 저항력과 회복력이 약한 III특성군에 속하는 종이 많은 것으로 분석되었다. 대형댐 하류지역의 하천생태계 안정성은 환경 변화 및 오염에 강한 I특성군에 속하는 군집이 좌우하고 있는 것으로 판단된다.

• 한국환경복원기술학회지
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• 제13권4호
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• pp.65-74
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• 2010

This study is for Hanbuk Mountain Range within Gyeonggi province which is to propose the conservation plan by each damage pattern through site survey of the mountain range. The damage patterns are classified by siding, pointing and lining. The total damaged area is 103 areas: The siding pattern is damaged by developing farmland, mineral and quarry mining, dam, large scale development complex and cemetery park; The pointing pattern is including the development of road, transmission tower and way and mountaineering trail; The construction of electricity and communication facility, military facility, mobile communication station, heliport and shelter. The damages by developing road and large scale development complex are the most cause, and military facility, dam and reservoir, and residential area are the main causes, respectively. One of the compromised situation Hanbuk-Mountain Range usage as per section 7 section (18.45%), 12 section (18.45%) is the largest number of compromised has been surveyed, undermine the situation if you look at the usage by the road 25 locations (24.22%), military facilities and dam and reservoir to undermine this 11 established respectively (10.68%) were the most undermine. Therefore, this research propose the conservation plan as follow: first, need to understand, educate and publicize on Hanbuk-Mounatin Range; second, manage through the regulations and ordinance of Gyeonggi province; third build and expand the law for protecting Baekdu-Great Mountain Range.

• 대한토목학회논문집
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• 제42권2호
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• pp.171-179
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• 2022

본 연구에서는 본류 상류에는 춘천댐, 하류에는 의암댐 그리고 지류엔 소양강댐이 위치한 의암호를 대상으로 댐 운영에 따른 조류 저감 특성을 정량적으로 분석하였다. 이를 위해 3차원 수리 및 수질모의가 가능한 Environmental Fluid Dynamics Code (EFDC) 모형을 활용하였고, 실제 조류경보 수준의 녹조가 발생한 2018년 하절기를 대상으로 총 9가지 댐 운영 시나리오를 구성하여 조류저감 특성을 분석하였다. 댐 운영 시나리오는 각 댐 별 수위에 따른 방류 가능량을 참고하여 상류 춘천댐과 소양강댐에서 펄스파 형태로 특정기간 일정하게 방류하고, 하류 의암댐은 수위를 낮춰 플러싱(flushing) 효과를 유발할 수 있도록 설정하였다. 의암호는 기저 수온이 서로 다른 북한강과 소양강의 영향 및 지형적 특성으로 인해 댐별 운영에 따라 영향권이 상이하였으며, 각 지점별 조류 저감량이 달랐다. 호 내 좌안 지점의 경우 소양강댐에서 3일간 50 m³/s로 펄스 방류할 경우 클로로필-a의 첨두치가 약 50 %이상 저감될 것으로 예측되었다. 반면 우안 지점의 경우 소양강댐 방류량이 조류 저감에 거의 영향을 주지 못하였다. 녹조가 급격히 번무하는 비상 상황의 경우 의암호와 같이 상하류에 대형댐이 존재하는 수역에서는 적절한 댐 운영이 특정 지점의 녹조 저감에 효과적일 수 있을 것이다.

• 한국환경복원기술학회지
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• 제17권6호
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• pp.1-15
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• 2014

A dredging on erosion control dam has been enforced without evaluation the factors that affect the dredging. In addition, there is the negative effect much more than positive effect by dredging on erosion control dam. Therefore, this study was carried out to develop evaluation indicators and to suggest fieldbook in order to determine whether sand deposits at erosion control dam should be dredged up or not. The most important six evaluation indicators that can decide to dredge up at erosion control dam were obtained from three round delphi technique and were selected in the following order: the current sand deposit ratio(0.339), existence of cultivated land and house downstream(0.276), the slope of streambed(0.162), the amount of movable soil and gravel(0.118), the history of any disasters(0.063), the basin area(0.043). The weighted score for each evaluation indicator were acquired from AHP analysis with respect to the degree of importance and then the modified weighted score for actual measurements were classified as three categories: large(2.53), medium(1.60) and small(1.01). Based on delphi technique, erosion control dam dredging evaluation fieldbook introduced the four evaluation indicators out of the total six evaluation indicators and two low effected evaluation indicators were excluded. This results showed that the values for reliability analysis and consistency ratio were acceptable.