• 제목/요약/키워드: KARICO

검색결과 87건 처리시간 0.026초

신간척지토양의 공간적 토양염농도 변이가 보리, 호밀 및 귀리의 생육에 미치는 영향 (Effect of Soil Salinity Variation on the Growth of Barley, Rye and Oat Seeded at the Newly Reclaimed Tidal Lands in Korea)

  • 손용만;전건영;송재도;이재황;박무언
    • 한국토양비료학회지
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    • 제42권6호
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    • pp.415-422
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    • 2009
  • 간척조성지에서 녹비 사료작물의 연중 재배기술개발을 위하여 화옹간척지, 이원간척지 및 영산강간척지에 시험포장을 설치하여 하계 녹비 사료작물인 수단그라스, 세스바니아, 제주재래피의 후작으로 동계 녹비 사료작물인 보리, 호밀 및 귀리를 공시하여 시험재배하였다. 토양염농도와 공간변이성은 이원간척지와 화옹간척지가 시험작물의 고사나 생육저해를 유발할 정도로 매우 높은 반면에 영산강간척지는 작물의 생육저해를 유발하지 않을 정도로 매우 낮았다. 시험작물의 파종 후 출현개체수는 염농도의 증가에 따라 로그함수적으로 감소하여 최고 출현개체수의 50%로 감소하는 EC($dS\;m^{-1}$)가 보리 6.5, 호밀과 귀리 5.1로 추정되어 토양염농도가 평균 $6dS\;m^{-1}$을 초과할 경우 맥류의 출현이 크게 감소하였다. 시험작물의 수량은 염농도의 증가에 따라 로그함수적으로 감소하여 청예수량이 50% 이상 감수되는 염농도($dS\;m^{-1}$)는 보리 4.9, 호밀 6.2, 귀리 6.0으로 추정되고, 건물수량은 보리 5.5, 호밀 6.2, 귀리 5.8로 추정되며, 종실수량은 보리 5.6, 호밀 5.8, 귀리 5.7로 추정되어 동작 맥류재배를 위해서는 적어도 $6dS\;m^{-1}$ 이하로 염농도가 관리되어야 할 것으로 생각되었다. 이원과 화옹간척지는 염농도가 $10dS\;m^{-1}$ 이상으로 높아서 출현부진과 생육저해 및 고사가 많아서 수확이 불가능하였으나 영산강간척지는 염농도가 $6.17dS\; m^{-1}$ 이하로 유지되어 염에 의한 피해가 발생하지 않아서 청예수량($kg\;10a^{-1}$)은 호밀 1,479, 귀리 1,328, 보리 1,582이었고, 건물수량($kg \;10a^{-1}$)은 호밀 689, 귀리 683, 보리 701이었으며, 종실수량($kg \;10a^{-1}$)은 보리가 395, 호밀이 164, 귀리가 325를 얻었다.

농업용 저수지 내 침강지의 설치유형에 따른 수질정화효율 평가 (The Evaluation of Pollutant Removal Efficiencies by Sedimentation Basin Types constructed at the Inlets of Irrigation Reservoirs)

  • 장정렬;최선화;남귀숙;권순국
    • 한국수자원학회논문집
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    • 제38권8호
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    • pp.665-674
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    • 2005
  • 본 연구의 목적은 농업용 저수지 유입부에 설치된 3가지 유형(준설형, 차수막형, 보조댐형)의 침강지에 대한 수질정화효율 평가와 수질정화효율 면에서 유리한 침강지의 유형과 적정규모를 살펴보는데 있다. 이를 위해서 주요 수질 항목에 대한 정화효율과 침강지 설치전후의 퇴적물의 이화학적특성을 조사하였다. 수질정화효율은 침강지 유형, 수질항목 및 조사시기에 따라 $-87\%$에서 $92\%$사이의 넓은 변동을 보였다. 농도회귀법(ROC)으로 평가한 설계정화효율은 준설형이 $18\%$, 차수막형이 $29\%$, 보조댐형이 $42\%$로 나타났다. 보조댐형에서는 퇴적물의 이화학적특성 변화가 있었으나, 다른 두 유형에서는 미미하였다. 정화효율, 배수면적 대 유역면적비(SAR), 체류시간 측면에서 비교한 결과, 보조댐형 침강지가 가장 유리한 것으로 나타났다. 따라서 침강지는 저수지 수체와 완전히 분리되는 구조이면서 SAR가 $0.7{\sim}1.0\%$ 정도인 규모가 적절하다. 

이동유역(농기공 시험유역) 강우-유출특성 (Yi-dong Basin(KARICO Experimental Site) Rainfall-Runoff Characteristics)

  • 박재흥;허유만
    • 한국농공학회:학술대회논문집
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    • 한국농공학회 2003년도 학술발표논문집
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    • pp.427-430
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    • 2003
  • Yi-dong experimental site is operated for research on the rural basin characteristics and accumulation of a long term data by hydrological observation equipments. This basin area is 9,300ha, length 14.4km and slope 0.67%. Hydrological observation network has 3 rainfall meter3, 3 reservoir storage levels and 2 river water levels.

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연직배수재에 의한 토양오염물질 추출에 지반의 투수계수가 미치는 영향분석 (Analysis on Effects of Permeability in Contaminated Area on Extraction of Contaminants from Soil Using Vertical Drains)

  • 이행우;장병욱;강병윤
    • 한국지반공학회:학술대회논문집
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    • 한국지반공학회 2005년도 지반공학 공동 학술발표회
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    • pp.373-381
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    • 2005
  • The permeability of contaminated soil and elapsed time are important considering factors to in-situ soil remadiation. Gabr et. al. (1996) derived the solution equation of contaminant concentration ratio as initial one (C/$C_0$) with time and spatial changes in contaminated area which embedded with vertical drains. The contaminant concentration ratio (C/$C_0$) is analyzed with time and spatial changes in three different permeability areas which are $k=l.0{\times}10^{-5,}$ $l.0{\times}l0^{-6,}$ $l.0{\times}l0^{-7}\;_{m/s}$ by using the Gabr's equation. Results from numerical analysis indicate that the ratio (C/$C_0$) decreases as the elapsed time increases in every point, however, remediation efficiency decreases as the analyzing point is far from injection well to extraction one and is deeper from top level of contaminated area. And also it decreases as the permeability of contaminated area decreases. Especially, the lower permeability of contaminated area effects directly on the soil remediation, in this research, under condition which the permeability of contaminated area is $l.0{\times}l0^{-7}\;_{m/s}$, the maximum time needed to attain 90% clean up level ($t_{90}$) is 65,690 hours(7.5 years), it takes so much time to clean the low permeability contaminated soil.

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성토층에 매설된 사력질층의 침투특성에 대한 실험적 연구 (An Experimental Study on Seepage Characteristics of Embedded Gravel and Rock Layer in the Embankment)

  • 이행우;장병욱;장웅희;원정윤
    • 한국지반공학회:학술대회논문집
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    • 한국지반공학회 2005년도 춘계 학술발표회 논문집
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    • pp.545-552
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    • 2005
  • For the purpose of studying on the seepage characteristics of embedded gravel layer in embankment, laboratory model tests were carried out. The embedded layer under embankment was $19{\sim}26mm$ diameter of gravel and those embankment materials were Saemangum dredged sand, river sand and mixed(1:1) sand with dredged and river one. Those permeability coefficients of three different sands are $5.00{\times}10^{-5}$, $3.00{\times}10^{-4}$, $7.50{\times}10^{-5}m/s$, respectively. Seepage characteristics of these results are as follows; 1) The Reynolds number of water flow through embedded gravel layer in three different permeable soils is less then 10, it is laminar flow. 2) These flow velocities through embedded gravel layer in soils are in proportion to these hydraulic gradients, it is Darcy flow. 3) These Darcian permeability coefficients of water flow through embedded gravel layer in soils show as $2.95{\times}10^{-3}$, $1.38{\times}10^{-2}$, $3.33{\times}10^{-3}$m/s, respectively, by varying permeability of embankment soils and embankment lengths. It is approximately 100 times of those permeability coefficients of embankment materials.

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농업용수리시설의 유지관리체제일원화에 관한 연구 - 충남지역 수리계 운영실태조사결과를 중심으로 - (A Study on the Unified Operation and Maintenance System of Irrigation Facilities in Korea - With Reference to the Survey Results on the Activities of Irrigation Fraternities in Chungnam Province -)

  • 김성민;임재환
    • 농업과학연구
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    • 제31권1호
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    • pp.53-75
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    • 2004
  • This study is aimed at identifying the national economic value of the irrigation facilities by reviewing the existing papers on economic values of the irrigation facilities and presenting current status of dual O & M problems of the irrigation facilities. This study suggested the unified O & M system rather than continuing the existing dual O & M system of irrigation facilities based on the surveyed results of the activities of irrigation fraternities in Chungnam Province. The findings and proposals for the successful unified and mono O & M system of the irrigation facilities are as follows: (1) Total number of irrigation facilities in the nation accounts for 67,582, while the total length of irrigation and drainage canals amounted to about 174,259km. On account of the total length of structural canals was estimated at 31%, much losses of water and much O & M costs have been inevitable for the full irrigation rice culture. In spite of the past heavy investment for irrigation facilities, the ratio of rain-fed and partially irrigated paddy fields accounts for 23% in 2003. Both Korea Agricultural and Rural Infrastructure Corporation (KARICO) and the city and Gun Governments have managed the irrigation facilities separately by irrigation fraternities. The KARICO have commanded 59% of irrigation paddy area with 18% of the total irrigation facilities, while the city and Gun governments covered 41% of irrigation paddy area with 82% of the existing number of irrigation facilities representing small and medium scale. (2) The 1999 demand prices of irrigation water per ton expressed in 2000 constant market price was estimated at 388 won, the supply price was amounted to 184 won per ton. Considering the supply and demand curve of the irrigation water, the existing irrigation facilities could not satisfy the demand of irrigation water. (3) In 1999, total present added value of the irrigation facilities during the economic life accounted for 48 trillion won, while total supply cost was 44.7 trillion won. The marginal benefit and cost ratio of irrigation water was 1.08. (4) The total O & M cost per year amounting to 681.1 billion won have been required to maintain and repair the existing irrigation facilities in Korea. For the successful unified O & M of irrigation facilities covering whole irrigated paddy field in Korea, 950 billion won of O & M costs are required to keep up the marginal benefit of irrigation water as 2,800 billion won per year. The total O & M cost as 950 billion won should be allocated 40%, 380 billion won for O & M costs of irrigation facilities and 60%, 570 billion won for improvement of irrigation facilities. (5) The study investigated and reviewed the present O & M status of the irrigation facilities by small and medium irrigation fraternities. Most of the farmers belong to the irrigation fraternities preferred not only unified O & M but also KARICO take-over of the whole O & M activities of the irrigation facilities. The prevailing O & M cost per 10a expended by the Corporation was amounted to 104,890 won, while that of city and Gun governments was only amounted to 4,600 won per 10a. regarding the small amount of O & M cost expended by city and Gun governments, it is evident that the existing irrigation system have been managed ineffectively and deteriorated the facilities comparing that of KARICO. In conclusion, the Government could not satisfied the demand of irrigation water by suppling water with existing irrigation facilities. Therefore new additional investment and financial support for irrigation water development should be made to convert rain-fed and partially irrigated paddy fields into fully irrigated ones. The operation and maintenance cost should be supported to keep the marginal values of rice production of existing irrigation facilities in the national economy and to modernize the obsolete irrigation facilities. By unifying the existing dual O & M systems, all the farmers belong to the irrigated paddy fields have to be equally benefited and could be increased their farm income and be stabilized their rural lives.

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관개용수내 염분농도가 벼 생육 및 수량에 미치는 영향 (Salinity Effects on Growth and Yield Components of Rice)

  • 최선화;김호일;안열;장정렬;오종민
    • 생태와환경
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    • 제37권2호통권107호
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    • pp.248-254
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    • 2004
  • 관개용수의 염분농도가 벼 생육, 수량, 미질 등에 미치는 영향에 관한 과학적인 기초자료를 확보하기 위하여 관개용수의 평균 염분농도를 1,000, 2,000, 3,000, 5,000,7,000 ${\mu}s\;cm^{-1}$의 처리하여 2003년 4월부터 9월까지 벼재배 포트실험을 수행하였다. 실험에서 얻은 주요결과는 다음과 같다. 초장, 분얼수, 엽색도 (SPAD value). 건물중은 관개수의염분농도가 높을수록 감소하는 경향을 보였으며, 염도5,000 ${\mu}s\;cm^{-1}$ 와 7,000 ${\mu}s\;cm^{-1}$처리구의 식물체는 유수형성기 이전에 고사하였다. 특히, 유수형성기 이후부터 3,000 ${\mu}s\;cm^{-1}$ 처리구에서는 초장, 분얼수. 식물체 건물중 모두가 대조구에 비해 유의하게 감소하였다. 식물체의 무기성분 (N, P, K)함량은 관개수의 염도가증가함에 따라 크게 감소하는 경향으로 질소는 2,000 ${\mu}s\;cm^{-1}$와 3,000 ${\mu}s\;cm^{-1}$ 처리구에서, 인 함량은 모든 처리구에서, 칼륨함량은 3,000 ${\mu}s\;cm^{-1}$ 처리구에서 대조구에 비해 유의하게 낮았다. 수량을 결정하는 이삭당 영화수, 등숙률 및 천립중은 염분농도가 증가함에 따라 감소하였고, 수량 역시 큰 폭으로 감소하여 처리구 모두에서 유의하게 감소하였다. 완전미율은 염도가 높아짐에 따라 증가하였고, 청미는 감소하였으며, 단백질 함량은 염분 농도가 증가할수록 감소하는 경향으로 3,000 ${\mu}s\;cm^{-1}$ 처리구에서 대조구에 비해 유의하게 낮았다. 우리나라는 1970년대를 전후하여 관개용수원 확보를 목적으로 서남해안 바다를 간척하여 하구담수호를 다수 조성하였으며, 이는 전체 농업용수원의 약 16%정도를 차지하고 있다. 하지만 우리나라의 하구담수호는 조성 년도가 짧을 뿐만 아니라 바다와 인접한 지형, 지질학상으로 염분농도가 높아 농작물 염해에 대해 우려의 소지가 많다. 우리나라에서는 그동안 간척지인 토양을 대상으로 하여 수확량 확보를 목적으로 염분 농도와 벼 생육에 대한연구가 지속되어 왔다. 그러나 염분 농도가 높은 물을 관개용수로 이용시 벼 생육과 수량, 미질 등에 미치는 영향 등에 대한 연구는 소수에 불과하여 기초자료 확보차인에서 본 연구가 시도되었다. 본 연구의 결과를 종합해 볼 때, 관개수의 염분농도가 1,000 ${\mu}s\;cm^{-1}$ 이상에서는 수량감소를 가져오고, 특히3,000 ${\mu}s\;cm^{-1}$ 이상에서는 절대적인 벼 생육 피해뿐만 아니라 식물체 고사까지 초래하고 있다. 따라서 염도가 높은 물을 관개용수로 이용시 사용 전에 충분한 제염이 이루어져야 할 것으로 사료되며, 염분 농도에 대한 허용한계농도 수질기준이나 관개용수 수질기준 마련이 시급하다 하겠다. 본 연구는 단지 1년간의 포트실험의 결과이므로 자연환경에서의 재배실험과는 상당히 다를 수가 있다. 따라서 자료에 대한 신뢰성 확보를 위해서는 포장실험을 비롯하여 향후 지속적인 생육실험으로 자료를 축적하는 것이 바람직하다고 판단된다.

농촌마을종합개발사업 주민참여 방법론 탐색 (Exploring Methodologies for Facilitating Residents' Participation at Comprehensive Rural Village Development Projects in Korea)

  • 주대진;김진모
    • 농촌지도와개발
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    • 제11권2호
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    • pp.303-320
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    • 2004
  • Comprehensive rural village development projects were launched by MAF(Ministry of Agriculture and Forestry) and KARICO (Korea Agricultural and Rural Infrastructure Cooperation). Since 2004, they received much attention for rural development policy, such as the bottom-up approach, inducing participation of residents and enhancing regional capacity. However, there still remain several problems to be solved. The purpose of this study was to suggest methodologies to facilitate residents' participation in comprehensive rural village development projects by literature review. The core problems of comprehensive rural village development projects in the planning stage were the conflicts among residents and the lack of resident capacity for rural development. Based on the findings of this study, the following recommendations were made to facilitate the residents' participation. In order to reinforce the residents' participation, the mediating skills of conflicts among residents and the strategies for strengthening the residents' capacity should be introduced in comprehensive rural village development projects.

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MECHANICAL과 Fugitive Dust Model을 이용한 비포장도로에서의 비산먼지 발생량 산정 및 주변영향 평가 (Estimation of fugitive dust emission and impact assessment by MECHANICAL and Fugitive Dust Model on a unpaved road)

  • 김인수;장영기
    • 환경영향평가
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    • 제9권4호
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    • pp.257-269
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    • 2000
  • This study is to investigate the methodology and applicability on emission control by both MECHANICAL Model and Fugitive Dust Model (FDM) through the comparison of field measurement data and calculated data. Comparing to the method of AP-42 emission fector on the production of flying dust the MECHANICAL Model was proved to be more applicable to the calculation emission rate on the various dust emission conditions on a unpaved road. The seperate calculation on annual mean emission amount and a 24working hours amount was undertaken for the easy management of fugitive dust. Dust concentration predicted by FDM is similar with a measurement value.

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Reservoir Classification using Data Mining Technology for Survivor Function

  • Park, Mee-Jeong;Lee, Joon-Gu;Lee, Jeong-Jae
    • 한국농공학회논문집
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    • 제47권7호
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    • pp.13-22
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    • 2005
  • Main purpose of this article is to classify reservoirs corresponding to their physical characteristics, for example, dam height, dam width, age, repair-works history. First of all, data set of 13,976 reservoirs was analyzed using k means and self organized maps. As a result of these analysis, lots of reservoirs have been classified into four clusters. Factors and their critical values to classify the reservoirs into four groups have been founded by generating a decision tree. The path rules to each group seem reasonable since their survivor function showed unique pattern.