• 제목/요약/키워드: Optimal site

검색결과 824건 처리시간 0.031초

수도(水稻) 적정시비량(適正施肥量) 결정(決定)에 대한 대체모형(代替模型) (An Alternative Model for Determining the Optimal Fertilizer Level)

  • 장석환
    • 한국토양비료학회지
    • /
    • 제13권1호
    • /
    • pp.21-32
    • /
    • 1980
  • Linear models, with and without site variables, have been investigated in order to develop an alternative methodology for determining optimal fertilizer levels. The resultant models are : (1) Model I is an ordinary quadratic response function formed by combining the simple response function estimated at each site in block diagonal form, and has parameters [${\gamma}^{(1)}_{m{\ell}}$], for m=1, 2, ${\cdots}$, n sites and degrees of polynomial, ${\ell}$=0, 1, 2. (2) Mode II is a multiple regression model with a set of site variables (including an intercept) repeated for each fertilizer level and the linear and quadratic terms of the fertilizer variables arranged in block diagonal form as in Model I. The parameters are equal to [${\beta}_h\;{\gamma}^{(2)}_{m{\ell}}$] for h=0, 1, 2, ${\cdots}$, k site variable, m=1, 2, ${\cdots}$ and ${\ell}$=1, 2. (3) Model III is a classical response surface model, I. e., a common quadratic polynomial model for the fertilizer variables augmented with site variables and interactions between site variables and the linear fertilizer terms. The parameters are equal to [${\beta}_h\;{\gamma}_{\ell}\;{\theta}_h$], for h=0, 1, ${\cdots}$, k, ${\ell}$=1, 2, and h'=1, 2, ${\cdots}$, k. (4) Model IV has the same basic structure as Mode I, but estimation procedure involves two stages. In stage 1, yields for each fertilizer level are regressed on the site variables and the resulting predicted yields for each site are then regressed on the fertilizer variables in stage 2. Each model has been evaluated under the assumption that Model III is the postulated true response function. Under this assumption, Models I, II and IV give biased estimators of the linear fertilizer response parameter which depend on the interaction between site variables and applied fertilizer variables. When the interaction is significant, Model III is the most efficient for calculation of optimal fertilizer level. It has been found that Model IV is always more efficient than Models I and II, with efficiency depending on the magnitude of ${\lambda}m$, the mth diagonal element of X (X' X)' X' where X is the site variable matrix. When the site variable by linear fertilizer interaction parameters are zero or when the estimated interactions are not important, it is demonstrated that Model IV can be a reasonable alternative model for calculation of optimal fertilizer level. The efficiencies of the models are compared us ing data from 256 fertilizer trials on rice conducted in Korea. Although Model III is usually preferred, the empirical results from the data analysis support the feasibility of using Model IV in practice when the estimated interaction term between measured soil organic matter and applied nitrogen is not important.

  • PDF

지형공간자료를 이용한 지하수 인공함양 적지 선정 방안 (A Method of Site Selection for the Artificial Recharge of Groundwater Using Geospatial Data)

  • 이재원;서민호;한찬
    • 한국측량학회지
    • /
    • 제33권5호
    • /
    • pp.427-436
    • /
    • 2015
  • 본 연구는 건기에 1일 50ton 규모의 지하수 양수를 목적으로 하는 소규모 인공함양(Artificial Recharge) 지하저수지 설치를 위한 적지선정 기법을 모색한다. 먼저 수리모델 실험결과 다양한 인자에 부응하는 적지 후보지 형상을 정의하고, 주입과 양수모델링 실험을 수행하여 적합한 양수효율을 산정하였다. 다음으로는 최적 후보지 선정을 위하여 각종 지형공간정보를 처리하여 GIS(Geographic Information System) DB를 구축하였다. 구체적으로 설명하면, 5m 격자의 DEM(Digital Elevation Model)으로부터 유역분할 영상을 생성하여 적지의 최소단위로 정의하며 경사도를 이용하여 일정기간의 대수층 저류 기간을 확보하기 위한 적정 수두구배를 결정한다. 최종적으로 유역 분할 영상과 경사도, 정사영상 및 DEM 자료 등을 종합 이용하여 최적 형상에 준하는 영역을 인공함양의 최종 후보지로 선정한다.

파력발전 적지 기장 해역과 동해 해상부이 파랑관측치 비교 (Comparison of Observation Data between Local Waves in Gijang Sea and Donghae Buoy as Optimal Sites for the Wave Power Generation)

  • 유창일;박정현;김헌태;윤한삼;윤상준
    • Journal of Advanced Marine Engineering and Technology
    • /
    • 제33권1호
    • /
    • pp.166-174
    • /
    • 2009
  • Gijang Sea is located on the southeastern coast of Korea. This study establishes a basic system to identify optimal sites for the wave power generation. To achieve this goal, the field measurements were made at the field site in front of Dong-am fishing port at Gijang. In addition, we analyzed the offshore wave data at the Donghae buoy operated by Korea Meteorological Administration(KMA) and compared the data with the wave characteristics in Gijang Sea. The main results were as follows. In winter, the wave direction in Gijang Sea ranged between east and south($90{\sim}180^{\circ}$). The main wave direction was east($90^{\circ}$). The Significant wave heights and periods were under 2 m and $5{\sim}15$ sec, respectively. A comparison of water depth and wave direction constitutes one(condition) of the important parameters for selecting the optimal site for the wave power generation.

A Study on Optimal Site Selection for the Artificial Recharge System Installation Using TOPSIS Algorithm

  • Lee, Jae One;Seo, Minho
    • 한국측량학회지
    • /
    • 제34권2호
    • /
    • pp.161-169
    • /
    • 2016
  • This paper is intended to propose a novel approach to select an optimal site for a small-scaled artificial recharge system installation using TOPSIS (Technique for Order Preference by Similarity to Ideal Solution) with geospatial data. TOPSIS is a MCDM (Multi-Criteria Decision Making) method to choose the preferred one of derived alternatives by calculating the relative closeness to an ideal solution. For applying TOPSIS, in the first, the topographic shape representing optimal recovery efficiency is defined based on a hydraulic model experiment, and then an appropriate surface slope is determined for the security of a self-purification capability with DEM (Digital Elevation Model). In the second phase, the candidate areas are extracted from an alluvial map through a morphology operation, because local alluvium with a lengthy and narrow shape could be satisfied with a primary condition for the optimal site. Thirdly, a shape file over all candidate areas was generated and criteria and their values were assigned according to hydrogeologic attributes. Finally, TOPSIS algorithm was applied to a shape file to place the order preference of candidate sites.

열병합발전소 플라이애쉬를 사용한 콘크리트의 현장적용에 관한 연구 (A Study on the Application in Site of the Concrete Using Fly Ash Produced in Combined Heat Power Plant)

  • 김무한;이상수
    • 콘크리트학회논문집
    • /
    • 제11권5호
    • /
    • pp.41-49
    • /
    • 1999
  • This study dealt with the applicability and quality control of the concrete using fly ash produced in combined heat power in a construction site. Firstly, chemical and physical characteristics of the fly ash produced in combined heat power plant re analysed. Also, after investigating the properties of flesh and hardened concrete through various experiments, the fly ash concrete was placed in depositing construction in Ulsan Petrochemical Service Co. This field application was focussed on the quality control system in the site as production, placing and curing of concrete. As the result of this study, the quantity of CaO in the fly ash is relatively high based on the chemical analysis. The fly ash concrete showed slumping maintenance and high viscosity properties in the optimal mixing conditions (W/B:44~45%, S/a:$45\pm$2%, W:185kg/m). And, quality control and assurance of the fly ash concrete in actual site were verified by various testing methods.

양식어장 생산성 향상을 위한 적정배치방안-부산 기장연안을 중심으로- (Proposed optimal fishing-ground plan to increase productivity in the Ki-jang coastal region of Busan, Korea)

  • 윤한삼;김헌태;류청로;김영표
    • 수산해양교육연구
    • /
    • 제17권3호
    • /
    • pp.361-372
    • /
    • 2005
  • The purpose of this paper was to examine the status of unlawful actions in the fishing grounds located in the Ki-jang coastal region of Busan, Korea, and to develop an optimal fishing-ground plan that will increase the productivity of fisheries resources. We examined the impacts of important factors influencing the basic environment of the fishing grounds at the study site, as including the physical environmental conditions of water temperature and qualies. In addition, we administered a survey that focused on the necessity of enhanced maintenance of the fishing grounds at this site. As a result, we identified some required management action for the fishing grounds and proposed an optimal fishing-ground plan to increase productivity in the Ki-jang coastal region of Busan.

PSS 파라미터 최적화 및 최적위치선정에 관한 연구 (Optimizaiton of PSS Parametes and Identification of Optimum Site for PSS Applications)

  • 박영문;정정원
    • 대한전기학회논문지
    • /
    • 제40권5호
    • /
    • pp.453-459
    • /
    • 1991
  • This paper presents a new algorithm to select optimal parameters and location of power system stabilizer (PSS). A new performance measure, which evaluates the share of a particular mode among state responses, is introduced. The gradient of the performance measure with respect to PSS parametes is derived in an explicit form, so optimal parameters of PSS can be obtained by the steepest descent method. The machine, with which it is most probable to reduce the performance measure, is identified as the optimum site for PSS application.

  • PDF

건축 공사현장 유형별 최적 거푸집 공법선정을 위한 정량적 의사결정 지원모델 개발 (Development of Quantitative Decision Support Model for Optimal Form-Work Based on Construction Site Type)

  • 김오형;차희성
    • 한국건설관리학회논문집
    • /
    • 제20권4호
    • /
    • pp.56-68
    • /
    • 2019
  • 거푸집 공사는 전체 건축공사의 공사기간 및 공사비 측면에서 상당 부분을 차지하고 있으며, 구조물공사의 품질, 마감 및 설비 등 후속공사에도 직접적인 영향을 미치는 매우 중요한 공정이다. 그러나 국내 건설현장에서의 거푸집 공법선정은 객관적인 데이터를 바탕으로 하지 않고, 현장 실무자의 경험과 직관에 의존하여 이루어지는 경우가 대부분이다. 그 결과, 다수의 현장에서 공기단축, 비용절감 등의 효과가 큰 신공법을 적용하고자 할 경우, 객관적이고 합리적인 의사결정 절차의 부재로 인해 최적 공법선정 시 어려움을 겪을 뿐만 아니라, 현장의 특성을 고려하지 못한 의사결정으로 인해 공기지연, 비용증대 등의 문제가 발생하고 있는 실정이다. 이러한 문제를 해결하기 위해 거푸집 공법선정과 관련한 다양한 선행연구가 이루어졌으나 현장조건이라는 중요한 요인을 고려하지 못해 실제 현장에서 적용하여 활용하기에 다소 한계성이 있었다. 따라서 본 연구는 현장 유형별 조건을 고려한 정량적 거푸집 선정 의사결정 지원 모델 개발을 그 최종 목적으로 한다. 개발된 의사결정 지원 모델은 공사현장에서 거푸집 선정 의사결정시 정량적인 평가 데이터를 제공함으로써, 기존의 경험에 의존하여 결정하던 의사결정 방법보다 신속하고 객관적으로 최적의 거푸집 공사를 선정 할 수 있도록 도울 것으로 사료된다. 또한, 경험이 풍부하지 않은 엔지니어도 본 연구의 의사결정 지원모델을 활용하여 현장의 조건을 고려한 보다 객관적이고 합리적인 의사결정을 내릴 수 있을 것으로 기대된다.

고차확률가중모멘트법에 의한 지역화빈도분석과 GIS기법에 의한 설계강우량 추정 (III) - LH-모멘트법과 GIS 기법을 중심으로 - (Estimation of Design Rainfall by the Regional Frequency Analysis using Higher Probability Weighted Moments and GIS Techniques (III) - On the Method of LH-moments and GIS Techniques -)

  • 이순혁;박종화;류경식;지호근;신용희
    • 한국농공학회지
    • /
    • 제44권5호
    • /
    • pp.41-53
    • /
    • 2002
  • This study was conducted to derive the regional design rainfall by the regional frequency analysis based on the regionalization of the precipitation suggested by the first report of this project. According to the regions and consecutive durations, optimal design rainfalls were derived by the regional frequency analysis for L-moment in the second report of this project. Using the LH-moment ratios and Kolmogorov-Smirnov test, the optimal regional probability distribution was identified to be the Generalized extreme value (GEV) distribution among applied distributions. regional and at-site parameters of the GEV distribution were estimated by the linear combination of the higher probability weighted moments, LH-moment. Design rainfall using LH-moments following the consecutive duration were derived by the regional and at-site analysis using the observed and simulated data resulted from Monte Carlo techniques. Relative root-mean-square error (RRMSE), relative bias (RBIAS) and relative reduction (RR) in RRMSE for the design rainfall were computed and compared in the regional and at-site frequency analysis. Consequently, it was shown that the regional analysis can substantially more reduce the RRMSE, RBIAS and RR in RRMSE than at-site analysis in the prediction of design rainfall. Relative efficiency (RE) for an optimal order of L-moments was also computed by the methods of L, L1, L2, L3 and L4-moments for GEV distribution. It was found that the method of L-moments is more effective than the others for getting optimal design rainfall according to the regions and consecutive durations in the regional frequency analysis. Diagrams for the design rainfall derived by the regional frequency analysis using L-moments were drawn according to the regions and consecutive durations by GIS techniques.

산림휴양지(山林休養地)의 최적(最適) 이용자수(利用者數) 결정(決定)에 관(關)한 연구(硏究): 북한산(北漢山) 국립공원(國立公園)의 경우 (Determining the Optimal Number of Users of a Forest-based Recreational Site : For the Case of Book Han San National Park)

  • 최관
    • 한국산림과학회지
    • /
    • 제79권3호
    • /
    • pp.231-244
    • /
    • 1990
  • 산업화(産業化) 진전(進展)과 소득수준(所得水準)의 향상(向上)은 산림휴양(山林休養) 수요(需要)를 급속히 증대(增大)시켰으며 이에 따라 많은 산림휴양지(山林休養地)는 과다한 이용자(利用者)들로 붐비고 있다. 이러한 혼잡(混雜)은 산림휴양지(山林休養地)가 제공하는 service의 질을 떨어뜨릴 뿐만 아니라 휴양지(休養地)의 관리(管理)에도 문제(問題)를 제기하고 있다. 효율적(效率的) 자원(資源)의 배분(配分)을 위하여는 이러한 혼잡(混雜)의 효과(效果)가 의사결정 과정에서 고려되어야 한다. 이 연구(硏究)에서는 혼잡(混雜)이 이용자(利用者)들에게 주는 비효용을 측정(測定)하고 이를 이용하여 산림휴양지(山林休養地)의 최적(最適) 이용자수(利用者數) 결정에 적용(適用)될 수 있는 모델을 제시하고자 한다. 북한산 국립공원 이용자를 대상으로 얻어진 Willingness to pay(WTP) function에 의하면 이용자(利用者)가 20,000명씩 증가할 경우 이용자(利用者)들이 느끼는 만족도(滿足度)는 약 27.3%가 감소(減少)하는 것으로 나타났다. 또한 이 WTP 함수를 이용하여 추산된 북한산 국립공원 최적(最適) 이용자수(利用者數)는 하루에 약 73,000명으로 추정(推定)되었다.

  • PDF