• 제목/요약/키워드: Scenario-based approach

검색결과 292건 처리시간 0.02초

Performance of Drip Irrigation System in Banana Cultuivation - Data Envelopment Analysis Approach

  • Kumar, K. Nirmal Ravi;Kumar, M. Suresh
    • Agribusiness and Information Management
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    • 제8권1호
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    • pp.17-26
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    • 2016
  • India is largest producer of banana in the world producing 29.72 million tonnes from an area of 0.803 million ha with a productivity of 35.7 MT ha-1 and accounted for 15.48 and 27.01 per cent of the world's area and production respectively (www.nhb.gov.in). In India, Tamil Nadu leads other states both in terms of area and production followed by Maharashtra, Gujarat and Andhra Pradesh. In Rayalaseema region of Andhra Pradesh, Kurnool district had special reputation in the cultivation of banana in an area of 5765 hectares with an annual production of 2.01 lakh tonnes in the year 2012-13 and hence, it was purposively chosen for the study. On $23^{rd}$ November 2003, the Government of Andhra Pradesh has commenced a comprehensive project called 'Andhra Pradesh Micro Irrigation Project (APMIP)', first of its kind in the world so as to promote water use efficiency. APMIP is offering 100 per cent of subsidy in case of SC, ST and 90 per cent in case of other categories of farmers up to 5.0 acres of land. In case of acreage between 5-10 acres, 70 per cent subsidy and acreage above 10, 50 per cent of subsidy is given to the farmer beneficiaries. The sampling frame consists of Kurnool district, two mandals, four villages and 180 sample farmers comprising of 60 farmers each from Marginal (<1ha), Small (1-2ha) and Other (>2ha) categories. A well structured pre-tested schedule was employed to collect the requisite information pertaining to the performance of drip irrigation among the sample farmers and Data Envelopment Analysis (DEA) model was employed to analyze the performance of drip irrigation in banana farms. The performance of drip irrigation was assessed based on the parameters like: Land Development Works (LDW), Fertigation costs (FC), Volume of water supplied (VWS), Annual maintenance costs of drip irrigation (AMC), Economic Status of the farmer (ES), Crop Productivity (CP) etc. The first four parameters are considered as inputs and last two as outputs for DEA modelling purposes. The findings revealed that, the number of farms operating at CRS are more in number in other farms (46.66%) followed by marginal (45%) and small farms (28.33%). Similarly, regarding the number of farmers operating at VRS, the other farms are again more in number with 61.66 per cent followed by marginal (53.33%) and small farms (35%). With reference to scale efficiency, marginal farms dominate the scenario with 57 per cent followed by others (55%) and small farms (50%). At pooled level, 26.11 per cent of the farms are being operated at CRS with an average technical efficiency score of 0.6138 i.e., 47 out of 180 farms. Nearly 40 per cent of the farmers at pooled level are being operated at VRS with an average technical efficiency score of 0.7241. As regards to scale efficiency, nearly 52 per cent of the farmers (94 out of 180 farmers) at pooled level, either performed at the optimum scale or were close to the optimum scale (farms having scale efficiency values equal to or more than 0.90). Majority of the farms (39.44%) are operating at IRS and only 29 per cent of the farmers are operating at DRS. This signifies that, more resources should be provided to these farms operating at IRS and the same should be decreased towards the farms operating at DRS. Nearly 32 per cent of the farms are operating at CRS indicating efficient utilization of resources. Log linear regression model was used to analyze the major determinants of input use efficiency in banana farms. The input variables considered under DEA model were again considered as influential factors for the CRS obtained for the three categories of farmers. Volume of water supplied ($X_1$) and fertigation cost ($X_2$) are the major determinants of banana farms across all the farmer categories and even at pooled level. In view of their positive influence on the CRS, it is essential to strengthen modern irrigation infrastructure like drip irrigation and offer more fertilizer subsidies to the farmer to enhance the crop production on cost-effective basis in Kurnool district of Andhra Pradesh, India. This study further suggests that, the present era of Information Technology will help the irrigation management in the context of generating new techniques, extension, adoption and information. It will also guide the farmers in irrigation scheduling and quantifying the irrigation water requirements in accordance with the water availability in a particular season. So, it is high time for the Government of India to pay adequate attention towards the applications of 'Information and Communication Technology (ICT) and its applications in irrigation water management' for facilitating the deployment of Decision Supports Systems (DSSs) at various levels of planning and management of water resources in the country.

축사 주변의 악취 및 부유분진의 CALPUFF 모델링: 계사 중심으로 (CALPUFF Modeling of Odor/suspended Particulate in the Vicinity of Poultry Farms)

  • 임광희
    • Korean Chemical Engineering Research
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    • 제57권1호
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    • pp.90-104
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    • 2019
  • 본 연구에서는 시간별 실제 기상데이터를 토대로 한 CALPUFF 모델링 수행을 통하여 민원지역에 대한 신뢰성이 있는 모델링 결과를 도출하였다. 무창형 계사 P1 및 P2의 방진망 구조물(chamber) 및 개방형 계사 P3로부터의 오염원 배출 및 확산거동을, 부피오염원으로서의 CALPUFF 모델링 또는 각 방향의 배출면적을 가중치로 한 수직 배기의 평균 선속도인 모델 배출 선속도($u^M_y$)를 적용한 점오염원으로서의 최종 CALPUFF 모델링으로 구현하였다. 또한 계사 P1, P2 및 P3에서의 배출되는 악취 및 분진오염원 배출량에 대한 각각의 제거효율(0, 20, 50 및 80%) 또는 각각 대응되는 emission rate (100, 80, 50 및 20%)에 따른 시나리오를 기본으로, CALPUFF 모델링을 수행하여 각각에 대한 민원지역의 농도예측을 수행하였다. 이러한 민원지역에 대한 암모니아, 황화수소, $PM_{2.5}$$PM_{10}$에 대한 농도예측과 악취방지법 및 대기환경법에서 요구되는 오염물질 농도와 비교하여, 계사 P1, P2 및 P3에 요구되는 암모니아, 황화수소, $PM_{2.5}$$PM_{10}$에 대한 제거율을 산정하였다. 그 결과로서, "P1, P2 및 P3에서 각각의 배출농도를 줄인 비율만큼 각각의 discrete receptor에서의 농도가 같은 비율로 감소한다"는 가정(a priori assumption)이 본 CALPUFF 모델링 범위 내에서 적용 가능함이 입증되었다. 한편 부피오염원을 적용한 CALPUFF 모델링을 수행한 경우에서 방지시설의 요구되는 제거효율은, 점오염원을 적용한 CALPUFF 모델링을 수행한 경우와 비교하였을 때에 P1의 경우에는 상호간에 유사하였으나, P2와 P3에서 암모니아와 $PM_{10}$의 경우에 더 높게 나타났다. 그럼에도 불구하고 민원해결을 위한 안전한 접근방법으로서 부피오염원으로서 CALPUFF 모델링을 선정하였다. 이에 따라서 본 연구에서는 암모니아, 황화수소, $PM_{2.5}$$PM_{10}$와 같은 오염원배출에 대하여 무창형 계사 P1 및 P2에 요구되는 정량적 방지수준을 타당하게 도출하였다.