• Title/Summary/Keyword: Dam Stability

Search Result 195, Processing Time 0.027 seconds

Finite Element A nalysis of Gradually and Rapidly Varied Unsteady Flow in Open Channel:I.Theory and Stability Analysis (개수로내의 점변 및 급변 부정류에 대한 유한요소해석 :I.이론 및 수치안정성 해석)

  • Han, Kun-Yeun;Park, Jae-Hong;Lee, Jong-Tae
    • Water for future
    • /
    • v.29 no.6
    • /
    • pp.167-178
    • /
    • 1996
  • The simulation techniques of hydrologic data series have been developed for the purposes of the design of water resources system, the optimization of reservoir operation, and the design of flood control of reservoir, etx. While the stochastic models are usually used in most analysis of water resources fields for the generation of data sequences, the indexed sequential modeling (ISM) method based on generation of a series of overlapping short-term flow sequences directly from the historical record has been used for the data generation in western USA since the early of 1980's. It was reported that the reliable results by ISM were obtained in practical applications. In this study, we generate annual inflow series at a location of Hong Cheon Dam site by using ISM method and first order autoregressive model (AR(1)), and estimate the drought characteristics for the comparison aim between ISM and AR(1).

  • PDF

An Assessment on the Water Supply Stability of Multi-purpose dam using Water Supply Capacity Index (물공급능력지수에 의한 다목적댐의 물 공급 안정성 평가)

  • Moon, Jang-Won;Lee, Dong-Ryul;Choi, Si-Jung;Kang, Seong-Kyu
    • Proceedings of the Korea Water Resources Association Conference
    • /
    • 2008.05a
    • /
    • pp.314-318
    • /
    • 2008
  • 물은 인간생활에 있어 없어서는 안 될 매우 중요한 요소로서 물 수요에 대한 안정적인 공급은 국가 및 지역의 수자원 계획에 있어 주요 목표가 되어 왔다. 최근 사회, 경제의 발전과 함께 국민 생활수준의 향상으로 물 수요는 점차 증가하는 추세에 있으며, 용도 또한 다양화 되고 있다. 그러나 우리나라의 기후 및 지형조건은 효율적인 수자원 관리에 매우 어려운 상황으로 이를 극복하기 위해 다양한 대책이 마련되어 시행되고 있다. 과거 우리나라에서는 부족한 수자원을 확보하고 안정적인 물 공급이 가능하도록 하기 위하여 다목적댐을 건설하여 운영하여 왔으나 댐을 통해 확보할 수 있는 물 공급 안정성에 대한 정량적인 평가가 상대적으로 미흡하여 보다 효과적인 수자원 관리의 제약으로 작용하고 있다. 물공급능력지수(Water Supply Capacity Index, WSCI)는 극심한 기상조건 하에서 저수지가 수요량에 대해 어느 정도의 기간동안 용수를 공급할 수 있는 가를 평가할 수 있도록 개발된 정량적인 지표이다. 물공급 능력지수는 가뭄기간 동안 저수지의 용수공급능력을 모니터링 할 수 있도록 하기 위한 목적으로 개발되었으며, 가뭄기간의 저수지 운영 의사결정에 대해 유용한 정보를 제공할 수 있고 저수지에서 용수를 공급받는 지역의 가뭄단계 설정에 활용될 수 있는 지표이다. 본 연구에서는 다목적댐에 대한 물공급능력지수를 산정하여 분석하였으며, 이를 통해 각 댐의 물 공급 안정성을 평가하였다. 물 공급 안정성의 평가는 각 댐별로 산정된 물공급능력지수의 과거 시계열 자료를 검토하고 각 댐의 월별 지수에 대한 변동 분석을 통해 댐별 물 공급 안정성을 판단하였다. 또한 월별로 산정된 각 댐별 물공급능력지수를 비교하여 월별 각 댐의 물 공급 수준을 판단하였다.

  • PDF

Economics Analysis of Photovoltaic Power Generation Linked with Green Roof in Consideration of Seoul Solar Map-based RPS (서울시 햇빛지도 기반의 RPS제도를 고려한 옥상녹화 연계 태양광발전 시스템의 경제성 분석)

  • Kim, Tae-Han;Lee, So-Dam;Park, Jeong-Hyeon
    • KIEAE Journal
    • /
    • v.17 no.1
    • /
    • pp.77-82
    • /
    • 2017
  • In power supply systems for urban areas, issues such as a progressive tax have escalated recently. In this regard, photovoltaic power generation, which is appraised as an alternative power generation system, is drawing attention increasingly for its high stability and applicability to existing infrastructure. This study assessed the realistic feasibility of photovoltaic power generation and also analyzed the economic benefits expected when it is linked with green roof, which is likely to promote ecological functions in urban areas, based on the Seoul solar map, RPS, and actual monitoring data. The economics analysis of 30kW photovoltaic power generation applied with the monthly average horizontal solar radiation of six grades in the Seoul solar map showed that positive NPV was up to grade 4, while grade 5 or poorer showed negative NPV and indicated that it is difficult to assure appropriate feasibility. Compared with non-afforestation, when green roof was applied, monthly average power improvement efficiency was 7.2% at highest and 3.7% at lowest based on yearly actual monitoring data. The annual average was 5.3%, and the efficiency was high relatively in summer, including September and November. As for the economic benefits expected when 30kw photovoltaic power generation is combined with green roof based on the average horizontal solar radiation of grade 1 in the Seoul solar map, SP has improved 0.2 years to 7.4 years, and EP has improved 0.5 years to 8.3 years.

Micropropagation of Sweetpotato (Ipomoea batatas) in a novel $CO_2$-Enriched Vessel

  • Silva Jaime A. Teixeira da;Giang Dam Thi Thanh;Tanaka Michio
    • Journal of Plant Biotechnology
    • /
    • v.7 no.1
    • /
    • pp.67-74
    • /
    • 2005
  • To overcome various disadvantages of conventional cul-ture vessels for micropropagation, a novel disposable vessel, the 'Vitron', made of a multi-layered $OTP^{(R)}$ film and supported by a polypropylene frame, was developed. The film possesses superior properties such as: high light transmittance, low water vapor transmittance and thermal stability and in particular, high gas-permeability. Single nodal explants, which were excised from the multiple shoots derived from shoot-tip culture, were cultured in Vitron and polycarbonate vessels on $3\%$ sugar-containing agar on MS medium and placed at 3000 ppm $CO_2$-enrichment at a low photosynthetic photon flux density (PPFD) ($45{\mu}mol\;m^{-2}\;s^{-1}$). The in vitro and ex vitro growth, and the net photosynthetic rate of in vitro and ex vitro plantlets were significantly enhanced in the Vitron compared to those cultured in a polycarbonate vessel. Explants that were cultured on the same MS medium under low PPFD at various $CO_2$ concentrations were also cultured at 3000 ppm $CO_2$- enrichment at various PPFD: 30, 45, 60, 75 and $90{\mu}mol\;m^{-2}\;s^{-1}$. The best in vitro and ex vitro growth obtained for 3000 ppm $CO_2$-enrichment at $75{\mu}mol\;m^{-2}\;s^{-1}$ PPFD. The novel Vitron vessel, when placed under the two conditions, may replace conventional culture vessels for the successful micropropagation of sweetpotato.

Long-term Simulation and Uncertainty Quantification of Water Temperature in Soyanggang Reservoir due to Climate Change (기후변화에 따른 소양호의 수온 장기 모의 및 불확실성 정량화)

  • Yun, Yeojeong;Park, Hyungseok;Chung, Sewoong;Kim, Yongda;Ohn, Ilsang;Lee, Seoro
    • Journal of Korean Society on Water Environment
    • /
    • v.36 no.1
    • /
    • pp.14-28
    • /
    • 2020
  • Future climate change may affect the hydro-thermal and biogeochemical characteristics of dam reservoirs, the most important water resources in Korea. Thus, scientific projection of the impact of climate change on the reservoir environment, factoring uncertainties, is crucial for sustainable water use. The purpose of this study was to predict the future water temperature and stratification structure of the Soyanggang Reservoir in response to a total of 42 scenarios, combining two climate scenarios, seven GCM models, one surface runoff model, and three wind scenarios of hydrodynamic model, and to quantify the uncertainty of each modeling step and scenario. Although there are differences depending on the scenarios, the annual reservoir water temperature tended to rise steadily. In the RCP 4.5 and 8.5 scenarios, the upper water temperature is expected to rise by 0.029 ℃ (±0.012)/year and 0.048 ℃ (±0.014)/year, respectively. These rise rates are correspond to 88.1 % and 85.7 % of the air temperature rise rate. Meanwhile, the lower water temperature is expected to rise by 0.016 ℃ (±0.009)/year and 0.027 ℃ (±0.010)/year, respectively, which is approximately 48.6 % and 46.3 % of the air temperature rise rate. Additionally, as the water temperatures rises, the stratification strength of the reservoir is expected to be stronger, and the number of days when the temperature difference between the upper and lower layers exceeds 5 ℃ increases in the future. As a result of uncertainty quantification, the uncertainty of the GCM models showed the highest contribution with 55.8 %, followed by 30.8 % RCP scenario, and 12.8 % W2 model.

Flow regime analysis method by using discharge Gini coefficient (유량 지니계수를 이용한 유황분석방안)

  • Park, Tae Sun
    • Journal of Korea Water Resources Association
    • /
    • v.54 no.12
    • /
    • pp.1223-1232
    • /
    • 2021
  • In this study, a new analysis method by using a "Discharge Gini Coefficient" is presented to determine the degree of inequality in daily discharge throughout the year. The Discharge Gini Coefficient can be calculated using the area relationship with the cumulative percentage of the daily mode discharge in the ascending order according to the cumulative percentage of the date of occurrence of the daily discharge throughout the year. The Discharge Gini Coefficient is presented as a value between 0 and 1, and the degree of inequality can be divided into 5 levels. The Discharge Gini Coefficient can be used to estimate the discharge stability of the downstream point relative to the upstream point. In addition, it is possible to quantify the influence of each reference discharge on the total inequality. The applicability of the Discharge Gini Coefficient was reviewed using long-term daily discharge data at eight points upstream and downstream of the four major rivers in Korea. The Discharge Gini Coefficient can also be used to analyze the discharge control effect in the downstream by the upstream dam.

Assessment of water supply stability for Boryeong dam using future RCP climate change scenarios (RCP 기후변화 시나리오를 이용한 보령댐의 미래 용수공급 안정성 평가)

  • Kim, Wonjin;Kim, Jinuk;Kim, Seongjoon
    • Proceedings of the Korea Water Resources Association Conference
    • /
    • 2020.06a
    • /
    • pp.43-43
    • /
    • 2020
  • 보령댐은 충남 서부지역 8개 시·군에 생활용수와 공업용수를 공급하고 있는 중요한 수원으로 최근 우리나라에서 발생한 연속적인 가뭄으로 2015년에는 저수율이 7.5 %까지 감소하여 제한급수가 시행되었다. 본 연구에서는 가뭄으로 인한 물 공급 부족에 취약함을 보인 보령댐 유역(297.4 ㎢)을 대상으로 SWAT(Soil and Water Assessment Tool) 모델과 RCP(Representative Concentration Pathways) 시나리오를 활용하여 극한 기후변화 사상이 반영된 보령댐의 내한능력을 평가하였다. SWAT 모형을 활용하여 보령댐의 물수지를 모의하기 위하여 보령댐의 실측 유출량, 저수량, 방류량으로 보령댐 유입량과 저수량을 보정(2002~2004) 및 검정(2005~2007)하였으며, 실측 저수량을 기반으로 미래 댐 운영을 모의하였다. 검·보정 결과, 댐 유입량과 저수량의 PBIAS(%)는 -0.04, -0.09, NSE(Nash and Sutcliffe Efficiency)는 0.52, 0.96, RMSE(Root Mean Square Error)는 1.80 mm/day, 0.67 × 106㎥로 분석되어 신뢰성 있는 모의 결과를 보였다. 보정된 SWAT 모형으로 가뭄 사상이 반영된 기후변화를 모의하기 위하여 APCC의 26개 CMIP5 GCM 시나리오를 SPI (Standardized Precipitation Index)와 연속 이론(Runs theory)으로 분석하여 6개의 극한 가뭄 시나리오 (RCP 4.5, 8.5 CMCC-CM, INM-CM4, IPSL-CM5A-MR)를 선정하였으며, 선정된 시나리오를 모형에 적용하여 가뭄 사상을 반영한 보령댐의 미래 내한능력을 평가하였다. 내한능력평가 및 분석 기간은 Historical(1980~1999; 1990s), Present(2000~2019; 2010s), 그리고 미래 기간 (2020~2039; 2030s, 2040~2059; 2050s, 2060~2079; 2070s, 2080~2099; 2090s)으로 나누었으며, 취약성(Reliability), 회복성(Resilience), 위험성(Vulnerability), 세 가지 지표로 내한능력 평가를 수행하였다. 평가 결과, 미래 취약성은 2050s IPSL-CM5A-MR 시나리오에서 0.803까지 감소하였으며, 회복성과 위험성은 2070s IPSL-CM5A-MR 시나리오에서 0.003, 3,567.6 × 106㎥까지 감소하였다.

  • PDF

The Effect of Water Conveyance of Boryeong Dam on Structural Changes of Benthic Macroinvertebrates Community (보령댐 도수가 저서성 대형무척추동물 군집구조 변화에 미치는 영향)

  • An, Chae-Hui;Han, Jung-Soo;Choi, Jun-Kil;Lee, Hwang-Goo
    • Korean Journal of Environment and Ecology
    • /
    • v.32 no.4
    • /
    • pp.381-391
    • /
    • 2018
  • The purpose of this study is to investigate the influence of artificial disturbances occurring during water conveyance frequency on benthic macro-invertebrate by comparing and analyzing data before and after the construction of Boryeong dam in Boryeong-si, Chungcheongnam-do. We conducted the survey eight times in four points from April 2016 to September 2017. A total of 13,447 individuals from 125 species, 70 families, 19 orders, 7 classes, and 4 phyla were collected. The result of the community analysis showed that the dominant index was 0.55 (${\pm}0.07$) to 0.47 (${\pm}0.08$), diversity index was 2.06 (${\pm}0.26$) to 2.23 (${\pm}0.28$), evenness index was 0.69 (${\pm}0.05$) to 0.70 (${\pm}0.04$), and richness index was 3.43 (${\pm}0.72$) to 4.03 (${\pm}0.91$). After conveyance, the dominance decreased while the diversity, evenness, and richness increased. The result of the functional group analysis showed the portion of scrapers, filtering-collectors increased while that of shredders, gathering-collectors decreased in the functional feeding group and that the proportion of climbers and clingers increased while that of burrowers and sprawlers decreased in the habitat orientation group. The result of analysis of community stability showed that St. 1 and St. 2 decreased resistance and resilience after conveyance and new species appeared in the III characteristics group while St. 3 and St. 4 did not show much difference. The result of multidimensional scaling analysis showed that the variation of similarity was the highest at St. 1 after conveyance, and the variation of similarity at St. 4 was the lowest.

Evaluation of Reliability of Strain Gauge Measurements for Geosynthetics (토목섬유 보강재에 적용한 스트레인게이지 실측값의 신뢰성 평가)

  • Cho, Sam-Deok;Lee, Kwang-Wu;Li, Zhuang;Kim, Uk-Gie
    • Journal of the Korean Geosynthetics Society
    • /
    • v.14 no.4
    • /
    • pp.87-96
    • /
    • 2015
  • Geosynthetics are widely used in different ways such as reinforcement of structures in road, railway, harbor and dam engineering, drainage, separation and erosion prevention. They are especially applied to reinforced retaining wall and slope or ground reinforcement. Recently, geosynthetics reinforced pile supported (GRPS) embankment was developed to improve stability and construability of embankments in railway engineering. Extension strains are usually measured by strain gauges adhered to geosynthetics to evaluate the stability of geosynthetics. However, the measurements are influenced by manufacturing method and stiffness of geosynthetics and also adherence of strain gauge. In this study, wide-width tensile strength tests were performed on three types of geosynthetics including geogrid, woven geotextile and non-woven geotextile. During the test, strains of geosynthetics were measured by both video extensometer and strain gauges adhered to the geosynthetics and the measured results were compared. Results show that the measured results by strain gauges have high reliability in case of large stiffness geosythetics like geogrid and woven geotextile, whereas they have very low reliability for small stiffness geosythetics like non-woven geotextile.

Development and Application of Landslide Analysis Technique Using Geological Structure (지질구조자료를 이용한 산사태 취약성 분석 기법 개발 및 적용 연구)

  • 이사로;최위찬;장범수
    • Spatial Information Research
    • /
    • v.10 no.2
    • /
    • pp.247-261
    • /
    • 2002
  • There are much damage of people and property because of heavy rain every year. Especially, there are problem to major facility such as dam, bridge, road, tunnel, and industrial complex in the ground stability. So the counter plan for landslide or ground failure must be necessary In the study, the technique of regional landslide susceptibility assessment near the Ulsan petrochemical complex and Kumgang railway bridge was developed and applied using GIS. For the assessment, the geological structures such as bedding and fault were surveyed and the geological structure, topographic, soil, forest, and land use spatial database were constructed using CIS. Using the spatial database, the factors that influence landslide occurrence, such as slope, aspect, curvature and type of topography, texture, material, drainage and effective thickness of soil, type, age, diameter and density of forest, and land use were calculated or extracted from the spatial database. For application of geological structure, the geological structure line and fault density were calculated. Landslide susceptibility was analyzed using the landslide-occurrence factors by probability method that is summation of landslide occurrence probability values per each factors range or type. The landslide susceptibility map can be used to assess ground stability to protect major facility.

  • PDF