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Emergy Evaluation of the Korean Economy and Environment: Implications for the Valuation of Marine Ecosystem Services (한국 경제와 자연환경의 에머지 평가: 해양생태계서비스 가치평가 시사점)

  • Kang, Daeseok
    • Journal of the Korean Society for Marine Environment & Energy
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    • v.18 no.2
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    • pp.102-115
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    • 2015
  • Several emergy researches have been carried out to estimate the value of marine ecosystem services in Korea over the last decade. Their results cannot be compared mainly due to inconsistency in emergy-money ratios used to convert emergy unit into monetary unit. This study aimed at providing a standardized format for the emergy evaluation of the Korean economy and environment for different emergy evaluations to be compatible. Even though the area of the continental shelf increased in this study compared to those of previous studies, areaweighted average tidal range for the entire continental shelf of Korea resulted in smaller tidal range, decreasing the final emergy input from tide. However, emergy inputs from nonrenewable resources and purchased goods and services increased with new categorization and use of more detailed data, combined with updated unit emergy values. This led to higher emergy-money ratio for the Korean economy, indicating that previous emergy valuations might have overestimated the contributions of marine ecosystem to the real wealth of the Korean society. The base year for gross domestic product used in the emergy evaluation needs to be clearly indicated due to its impact on the calculation of the emergy-money ratio. A standardized emergy table for the Korean economy will contribute to ensuring consistency among future emergy researches on the valuation of marine ecosystem services.

A Development of dynamic Multi-labelling Vine Algorithm for Urban ATIS Application (도시부 ATIS 적용을 위한 다중 표지 덩굴망 알고리즘의 개발)

  • 박상준
    • Proceedings of the KOR-KST Conference
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    • 1998.10a
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    • pp.161-170
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    • 1998
  • 기존에 건설된 교통시설의 운영효율을 극대화하기 위한 지능형 교통체계의 한 분야인 ATIS는 도로를 이용하는 통행자에게 편리성을 제공하는 동시에 도로를 효율적으로 운영할 수 있는 정보체계이다. ATIS 체계하에서 통행자에게 신뢰성 있는 정보를 제공하기 위해서는 교차로서의 회전에 의한 지체를 정확하게 반영함은 물론이고 실시간으로 변화하는 교통상황을 반영할 수 있는 동적인 최단경로 탐색 알고리즘이 요구된다. 하지만 기존에 발표된 동적인 최단경로 탐색 알고리즘은 회전에 대한 정보를 반영하지 못하며 정적인 최단경로 탐색 알고리즘은 회전에 대한 정보를 반영하지 못하며 정적인 탐색알고리즘 조차 회전에 대한 정보를 정확히 반영하지 못한다. 본 연구에서는 이러한 이유에서 알고리즘 내부에서 회전을 반영하기 위해 수정형 덩굴망 알고리즘의 표지기법을 이용하여 동적인 최단경로 탐색알고리즘을 개발하였다. 본 연구에서 개발한 동적 최단경로 탐색 알고리즘은 정적인 상태의 수정형 덩굴망 알고리즘에 시간에 따라 변화하는 교통상황을 반영하기 위해 시간에 대한 변수를 추가하였다. 이렇게 해서 알고리즘은 시간대별로 변화하는 통행시간을 고려하여 최단 경로를 탐색하게 되며 출발시점을 기준으로 표지를 설정하여 모든 앞선 시간에 대해 경로를 고려하도록 하였다. 매 단계에서 전 노드를 추적하여 회전에 관한 정보를 반영하도록 하였다. 따라서 본 연구에서 개발한 최단경로 탐색 알고리즘은 교차로에서의 회전에 대한 정보와 통행금지 등을 정확히 반영하며 실시간으로 변화하는 통행시간을 반영함으로써 신뢰성 있는 노선 정보를 ATIS를 이용하는 통행자들에게 제공하는데 활용될 수 있는 기법이다.적으로 세부적 차종분류로 접근한다.의 영향들을 고려함으로써 가로망 설계 과정에서 가로망의 상반된 역할인 이동성과 접근성의 비교가 가능한 보다 현실적인 가로망 설계 모형을 구축하고자 한다. 지금까지 소개된 가로망 설계모형들은 용량변화에 대한 설계변수의 형태에 따라 이산적 가로망 설계 모형과 연속적 가로망 설계모형으로 나뉘어지게 된다. 본 논문의 경우, 계산속도의 향상 측면에서는 연속적 가로망 설계 모형을 도입할 수 있지만, 이때 요구되는 도로용량이 이산적인 변수(차선 수)로 결정되어야만 신호제어 변수를 결정할 수 있기 때문에, 이산적 가로망 설계 모형이 사용된다. 하지만, 이산적 설계모형의 경우 조합최적화 문제이므로 정확한 최적해를 구하기 위해서는 상당한 시간이 소요되며, 경우에 따라서는 국부 최적해에 빠지게 된다. 이러한 문제를 극복하기 위해, 우선 이상적 모형의 근사화, 혹은 조합최적화문제를 위해 개발된 Simulated Annealing기법의 적용, 연속적 모형의 변수를 이산화하는 방법 등 다양한 모형들을 고려해 본 뒤, 적절한 모형을 적용할 것이다. 가로망 설계 모형에서 신호제어를 고려하기 위해서는 주어진 가로망에 대한 통행 배정과정에서 고려되는 통행시간을 링크통행시간과 교차로 지체시간을 동시에 고려해야 하는데, 이러한 문제의 해결을 위해서 최근 활발히 논의되고 있는 교차로에서의 신호제어에 대응하는 통행배정 모형을 도입하여 고려하고자 한다. 이를 위해서 지금까지 연구되어온 Global Solution Approach와 Iterative Approach를 비교, 검토한 뒤 모형에 보다 알맞은 방법을 선택한다. 차량의 교차로 통행을 고려하는 perf

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Studies on the Runoff and Soil Loss from Small Agricultural Watersheds with different treatment near Lincoln, Nebraska (처리를 달리한 소농업유역의 유출과 토양유실에 관한 연구 -네브라스카주 링컨 지방을 중심으로-)

  • ;Howard D. Wittmuss;Jos
    • Magazine of the Korean Society of Agricultural Engineers
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    • v.23 no.1
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    • pp.49-63
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    • 1981
  • 본 연구는 3개의 서로 다른 농지보전처리를 가진 시험구 및 테라스처리가 없는 목초용 Bromegrass 시험구에 있어서의 강우, 유출현상과 토양유실 관계를 규명함으로써 합리적인 농지보전 대책과 작부체계를 제시코저 하는데 그 목적이 있다. 강우, 유출 및 토양유실에 관한 분석고찰은 3개의 농지보전 시험구에서는 5년간(1972-1976년)의 자료를 그리고 Bromegrass 목초시험구에서는 3년간(1972-1974년)의 자료를 대상으로 하였다. 3개의 농지보전처리구는 첫째로 Non-terrace에 추경 춘조파형식의 관행법에 의한 비처리구와 둘째로 급역구배 테라스를 가진 초생수로에 가을 수확시 crop residue를 남겨두고 봄에 경작조파하는 Till plant system을 가진 초생수로구 그리고 마지막으로 지하배수와 함께 역구배 Terrace를 구비한 조파의 Till plant system 을 채용한 배수구를 나누어진다. Bromegrass 처리구는 Terrace나 기타 농지보전책이 없는 목초용 시험구이다. 이상의 연구에서 얻어진 결과를 요약하면 다음과 같다. 1. 시험기간대의 평균강수량은 네브라스카 링컨 지방의 76년간의 평균치, 728mm보다 66mm가 적은 662mm이였고 1974년과 1975년은 평균치보다. 300mm나 적은 극히 건조한 해 이였으며 1972년과 1976년은 거의 평균강수량에 가까웠고 1973년만은 평균치보다. 240mm나 더 많은 다우년 이었다. 2. 관행의 작부체계를 가진 비처리구에서의 연평균 유출고(2.44cm)는 역구배의 Terrace를 가지고 Till plant system을 채택한 초생수로구의 유출고(2.42cm)와 거의 유사하나 치였다. 3. 배수처리구로부터의 유출은 3개의 농지보전 처리구 중에서 5년간의 평균치가 1.57cm/year로 초생수로구와 비처리구의 유출보다 35%나 적은 가장 낮은 결과를 나타내었다. 4. Bromegrass 목초처리구에서의 유출은 방목정도에 따라서 영향되었다. 1972년의 무방축시 유출은 다른 3개 추리구로 부터의 유출으 7 내지 19%내인 0.07cm 정도였으나 1973년과 1974년의 방축년에는 조차 3개 처리구(3.4-5.18cm)에 필적되는 연평균 4.16cm로 나타났다. 5. 전체 시험구로부터으 연평균 토양유실량은 Sharpsburg 점질양토에 대한 S.C.S 한계허용치 10ton/ha/year 이내로 나타났다. 비처리구에서의 토양유실량은 평균 2.56ton/ha/year로 높게 나타난 반면 3개의 서로 다른 추리구인 비수구, 초생수로구 및 Bromegrass구에서는 각각 0.152, 0.192 및 0.290ton/ha/year로 낮은 결과를 가져왔다. 6. 평균 침전량에 대한 L.S.D. 검정 걸과 전시험구중 비처리구가 고도의 유의차를 나타낸 반면 비수구, 초생수로구 및 Bromegrass 목초구 간에는 아무런 유의차가 인정되지 않았다. 7. 농지보전 처리구인 배수구와 초생수로구는 비처리구에 비해 낮은 침두 유출량과 낮은 토양유실량을 나타내었다.

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A Critical Analysis on Korea's Tidelands Policy : From a Sustainable Development Point of View (한국의 갯벌정책에 대한 비판적 소고: 지속가능한 발전의 관점에서)

  • Moon, Seogwoong
    • Environmental and Resource Economics Review
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    • v.16 no.3
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    • pp.575-605
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    • 2007
  • Korea's tidelands policy IS examined and criticized in the paper. Korea's major tidelands in the west coast might disappear within a decade. The anachronistic development IS driven by the political interest group, forming coalition for reclamation and busily fulfilling its own profits under the facade of public good and regional development. But all regions of the world have been gradually scrapping the massive reclamation projects since the 1970's and active movements to reverse the reclamation and restore the nature are on the rise. In 1978, the U.S. Supreme Court decided to suspend the construction of the dam and to protect the snail darter despite that over 100 million dollars had been injected. This court ruling became famous and caused the American public to change their perception about the environment. In the Netherlands, following a prolonged discussion on pros and cons of reclamation, open type seawall was adopted to strike a balance among the available alternatives. Japan's Ministry of Environment was praised for forming the National Wetland Committee in order to designate 20 new Ramsar sites by 2008, with an objective to reach 33 designated Ramsar sites. Away from the large-scale reclamation projects, Korea has to move towards smaller-scale projects focusing on the knowledege intensive and circular economy society that are more in harmony with the environment.

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Analysis of Sedimentation Around Jetties in the West Coast: based on field measurement and hydrodynamic modeling (서해연안 돌제구조물 주위의 침퇴적 해석: 실측 및 수동역학 모델에 의한 초기추정)

  • Suh, Seung-Won;Yoo, Gyeong-Sun;Lee, Hwa-Young
    • Journal of Korean Society of Coastal and Ocean Engineers
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    • v.19 no.4
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    • pp.345-354
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    • 2007
  • A sedimentation analysis has been attempted to figure out sedimentation environment due to construction of coastal jetties, such as fish harbor dike, flow guided dike and jetty in shallow Kusipo area, in which tidal range marks up to 6.6 meters in spring tide. As an initial approach of understanding field measurement were done on several stations along reference lines with total station and photo analysis taken by remote controlled small air craft far one and half years. Also numerical tests were done by 2-D ADCIRC model considering dry-wet treatment to evaluate flow and bottom shear stress variations. According to direct measurement, deposition seems to be dominant on Kusipo beach. Model results show bottom shear stress lessens to $0.10{\sim}0.15\;N/m^2$ on most shadow zone of jetties and the inner zone is suffering sedimentation as a result of dike construction. However this is the first approach with limited analysis, thus it should be dealt further considering physical characteristics of bottom sediments in a complete sediment model on upcoming study.

Characteristic Analysis of the Tidal Residuals' Mid/Long-period Components Using a Wavelet Method (웨이블릿방법을 이용한 조위편차 성분의 중·장주기 특성 분석)

  • Kang, Ju Whan;Kim, Yang-Seon;Shim, Jae-Seol
    • Journal of Korean Society of Coastal and Ocean Engineers
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    • v.25 no.4
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    • pp.200-206
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    • 2013
  • Fourier analysis and a wavelet method were carried out to elucidate the characteristics of tidal residual components in coastal waters. The result of Fourier analysis shows tide-induced and monsoon-induced residuals are conspicuous at the short period and mid period, respectively. The tidal residuals were decomposed by period from 3 hours to 8 months and the characteristics of their components were shown by reconstituting them with short periods less than 24 hours, mid-periods between 1 day and 16 days and long periods longer than 1 month. The tidal residuals in the short period, i.e., tide-induced components, being based on the tidal elevation prediction errors, appear in the West Sea with high tidal ranges and do not have much seasonal fluctuation. Additionally, the period of typhoon induced surge ranges more or less than 12 hours. The mid-period components were clearly generated mainly in the West Sea during the winter and largely affected by monsoon. Accordingly, the pure surge height components were concentrated on the mid-period and had clear features for each coastal waters. The long period components show similar characteristics at all stations and are considered to stem from variations of mean sea levels.

Characteristics of Tidal Current and Tidal Residual Current in the Chunsu Bay, Yellow Sea, Korea based on Numerical Modeling Experiments (수치모델링 실험을 통한 서해 천수만의 조류와 조석잔차류 특성)

  • Jung, Kwang Young;Ro, Young Jae;Kim, Baek Jin
    • Journal of Korean Society of Coastal and Ocean Engineers
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    • v.25 no.4
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    • pp.207-218
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    • 2013
  • This study is based on a series of numerical modeling experiments to understand the circulation and its change in the Chunsu Bay (CSB), Yellow Sea of Korea. A skill analysis was performed for the tidal height and tidal current of the observation data using the amplitude and phase of the 4 major tidal constituents respectively for verification of modeling experimental results. As a result, most of the skill score was seen to be over 90%, so numerical model experiment results can be said to be in good agreement with the observed tidal height and tidal current. Tidal wave proceeded from the entrance of the CSB towards inside, and the tidal range gradually increased to the north. It took about 10 to 30 minutes for the tidal wave to reach to northern end. The tidal wave showed a characteristic to rotate counter-clockwise in the southern part. The tidal current flowed to the north-south direction along the bottom topography; the angle of the major axis appeared alongside the isobath. It showed the characteristics of reversing tidal current with the minor axis less than 10% of the major axis. The strength of the tidal residual current that is influenced by geographical factors including bathymetry and coastline showed the range of 1~30 cm/sec, greater in the south channel and smaller in northern Bay. Two pairs of cyclonic/anti-cyclonic eddies around Jukdo and 3~4 pairs of strong eddies at the southern part of CSB in hundreds of m to a few km size by relative vorticity derived from the tidal residual current.

Statistical Characteristics of Hourly Tidal Levels around the Korean Peninsula (한반도 연안 1시간 조위자료의 통계적 특성)

  • Ko, Dong Hui;Jeong, Shin Taek;Cho, Hongyeon
    • Journal of Korean Society of Coastal and Ocean Engineers
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    • v.25 no.6
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    • pp.365-373
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    • 2013
  • Representative tidal gauging (TG) stations are selected to cover the tidal characteristics of the Korean peninsula coastal seas, and the statistical parameters of the data are analysed from the perspective of the probability distribution at that TG station. The shape of the distribution in the Incheon and Gunsan TG stations, which are tide-dominated areas, shows two clear modes at HWONT and LWONT in the distributions, and in the Mokpo station, shows an asymmetric double peak distribution. In contrast, the frequency distribution shape shows a smoothed flat peak in the Jeju, Yeosu and Busan TG stations, and a single peak in the Pohang and Sokcho TG stations. The emersion and submersion equations suggested as the 6-parameter Gaussian mixture models in this study are accurate, and well fitted to the observed tidal elevation data. The ${\mu}_1$, ${\mu}_2$ parameters are highly correlated to the LWONT and HWONT, and the ${\sigma}_1$ and ${\sigma}_2$ parameters are also closely correlated to the mean tidal range. The ${\mu}_1$ and ${\mu}_2$ parameters coincide with the modes of the suggested probability distribution of the hourly tidal level data.

Outliers and Level Shift Detection of the Mean-sea Level, Extreme Highest and Lowest Tide Level Data (평균 해수면 및 최극조위 자료의 이상자료 및 기준고도 변화(Level Shift) 진단)

  • Lee, Gi-Seop;Cho, Hong-Yeon
    • Journal of Korean Society of Coastal and Ocean Engineers
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    • v.32 no.5
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    • pp.322-330
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    • 2020
  • Modeling for outliers in time series was carried out using the MSL and extreme high, low tide levels (EHL, HLL) data set in the Busan and Mokpo stations. The time-series model is seasonal ARIMA model including the components of the AO (additive outliers) and LS (level shift). The optimal model was selected based on the AIC value and the model parameters were estimated using the 'tso' function (in 'tsoutliers' package of R). The main results by the model application, i.e.. outliers and level shift detections, are as follows. (1) The two AO are detected in the Busan monthly EHL data and the AO magnitudes were estimated to 65.5 cm (by typhoon MAEMI) and 29.5 cm (by typhoon SANBA), respectively. (2) The one level shift in 1983 is detected in Mokpo monthly MSL data, and the LS magnitude was estimated to 21.2 cm by the Youngsan River tidal estuary barrier construction. On the other hand, the RMS errors are computed about 1.95 cm (MSL), 5.11 cm (EHL), and 6.50 cm (ELL) in Busan station, and about 2.10 cm (MSL), 11.80 cm (EHL), and 9.14 cm (ELL) in Mokpo station, respectively.

THE SEQUENCE OF P-T CURVES AROUND A QUATERNARY INVARIANT POINT IN THE SYSTEM NaAlSiO4-KAlSiO4-SiO2-H2O (NaAlSiO4-KAlSiO4-SiO2-H2O 4성분계(成分系)의 불변점부근(不變點附近)의 P-T 곡선(曲線)의 변이(變移))

  • Kim, Ki-Tae
    • Economic and Environmental Geology
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    • v.5 no.2
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    • pp.77-86
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    • 1972
  • The system NaAlSiO_4-KAlSiO_4-SiO_2-H_2O, Bowen's "Petrogeny's Residua System" of course is extremely important in understanding the phase relationships of igneous and metamorphic rock in the continental crust. The phase relationships in this system, however, have not been completely established in the P-T range above the Mohorovicic discontinuity. They need to be established. In this study, the most probable sequence of P-T curves around a quaternary invariant point(~5Kb/${\sim}635^{\circ}C$) in the system using Schreinemakers' rule, is deduced, essentially on the basis of Morse's(1969a and b) experimental data. Possible modifications of the sequence of the P-T curves considering likely changes of the invariant chemogram are also considered. It is concluded that the sequence of P-T curves around the invariant point (~5Kb/${\sim}635^{\circ}C$) is (L), (Anl), (Or), (V), (Ne) and (Ab) on the P-T projection, where the P-T curve (L) is extended towards lower P-T regions, and the (Anl) curve is extended towards a region of higher temperature and lower pressure from the invariant point respectively.

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