• Title/Summary/Keyword: irrigation method

검색결과 481건 처리시간 0.026초

물수지 모형을 이용한 절수관개기법 개발 (Development of Water Saving Irrigation Method Using Water Balance Model)

  • 손성호;정상옥
    • 한국농공학회논문집
    • /
    • 제46권5호
    • /
    • pp.3-11
    • /
    • 2004
  • The objective of this study is to develop water saving irrigation method using water balance model in order to save rural water. Daily water balance components such as irrigation water, drainage water, effective rainfall, ET, and infiltration were measured in paddy fields. Model simulations were performed for different outlet heights and ponding depths. The outlet heights and the ponding depths are 2 cm, 4 cm, 6 cm, 8 cm, and 10 cm, respectively. Based on the simulation very shallow ponding depth of 2 cm with 10 cm outlet height showed the largest effective rainfall ratio and the smallest irrigation amount. Until the introduction of laser leveling dozer and automatic inlet control devices, it would be desirable to adopt 4cm ponding depth because of difficulty of land leveling and frequency of farmer's field visit. The results of this study will be applied in the paddy farming and can improve water use efficiency.

점적관개 시설의 관개균일도 및 성능 평가 (Discharge Uniformity and Performance Assessment of Drip Irrigation System)

  • 남원호;최진용;최순군;홍은미;전상호;허승오
    • 한국농공학회논문집
    • /
    • 제54권4호
    • /
    • pp.29-38
    • /
    • 2012
  • Drip irrigation is a affordable irrigation under structured cultivation. Drip irrigation system with high uniformity can be achieved through effective design, maintenance and management of irrigation systems. Nevertheless the design guidelines have not been established for the drip irrigation system products in domestic and imported considering cultivation method and greenhouse environment in Korea. The objectives of this study were to evaluate the performance of drip irrigation system with uniformity through an experiment. The experiment was conducted to study with nine different types of emitters produced in domestic and imported. Hazen-Williams coefficients were also estimated for the drip emitter through hydraulic simulation for design use. It was found that approximately 91.5 % for 10 cm emitter spacing and 96.2 % for 30 cm emitter spacing of statistical uniformity were observed in respectively. Average emission uniformity was decreased as the reduction of emitter spacing. The results would be used in the drip irrigation system design and guideline construction.

화단형태의 인공지반 녹화를 위한 식재토양조성 및 관수방안 연구 (A Study for Making Planting Ground and Irrigation System for Greening Artificial Ground of Planter Type)

  • 김선혜
    • 한국환경복원기술학회지
    • /
    • 제7권6호
    • /
    • pp.12-18
    • /
    • 2004
  • This study is to make plans for perpendicular greening with artificial ground of planter type to improve urban environment. The experiments of this study are performed to find out the suitable soil and irrigation method for artificial ground of planter greening. Thereupon, organic or inorganic soil improvement material is mixed with soil of each planter as experiment, In result, the plants in soil mixed organic soil improvement material thrive rather than that in soil mixed inorganic material, It is to be desired that the planter equip with the irrigation system, be wider than planter and be planted shrubs for positive plant growth. As for irrigation system, drip irrigation is effective on plant growth southern exposure but Ebb and Flow is effective eastern exposure. Therefore, irrigation system should consist of two types above plus keeping water on the bottom of planter to save water and store rainwater.

관개조직의 수명기간 신뢰성 해석 (Lifetime Reliability Analysis of Irrigation System)

  • Kim Han-Joong;Lee Jeong-Jae;Im Sang-Joon
    • 한국농공학회지
    • /
    • 제45권2호
    • /
    • pp.35-44
    • /
    • 2003
  • A system reliability method is proposed to decide reliable serviceability of agricultural irrigation system. Even though reliability method is applied to real engineering situations involving actual life environments and maintaining costs, a number of Issues arise as a modeling and analysis level. This article use concepts that can be described the probability of failure with time variant and series-parallel system reliability analysis model. A proposed method use survivor function that can simulate a time-variant performance function for a lifetime before it is required essential maintenance or replacement to define a target probability of failure in agricultural irrigation canal. In the further study, it is required a relationship between a state of probability of failure and current serviceability to make the optimum repair strategy to maintain appropriate serviceability of an irrigation system.

지하점적관개와 고랑관개의 물 이용 효율 (Water Use Efficiency of Subsurface Drip Irrigation and Furrow Irrigation)

  • 송인홍;피터 월러;최연식;권순국
    • 한국농공학회논문집
    • /
    • 제49권2호
    • /
    • pp.3-13
    • /
    • 2007
  • The primary objective of this study was to compare water use efficiencies between subsurface drip irrigation and furrow irrigation. The uniformity of used drip lines was tested to determine if clogging would be a threat to the long-term success of a subsurface drip irrigation system. Three crops, cantaloupe, lettuce, and bell pepper, were grown in four plots for each irrigation system. Significantly less water was applied with subsurface drip irrigation than with furrow irrigation (29.5 % less for cantaloupe and 43.2 % less for bell poppet) in order to produce similar crop yields. Water use efficiencies with subsurface drip irrigation were significantly higher than those with furrow irrigation fur cantaloupe (P-value = 0.018) and bell pepper (P-value ${\leq}$ 0.001). Drip-irrigated lettuce, a shallow-rooted crop, had moderately higher water use efficiency during the first two seasons, while no difference was observed in the third season. After the experiment, the uniformity of the drip lines was 92.1 % on average and classified as good. The high values fur water use efficiency and uniformity indicate that subsurface drip irrigation can be a sustainable method for conserving irrigation water.

토마토의 암면과 코이어 자루재배시 일사량제어법과 배액전극제어법에 의한 급액제어 방법 비교 (Comparison on Irrigation Management Methods by Integrated Solar Radiation and Drainage Level Sensor in Rockwool and Coir Bag Culture for Tomato)

  • 김성은;심상연;김영식
    • 생물환경조절학회지
    • /
    • 제19권1호
    • /
    • pp.12-18
    • /
    • 2010
  • 토마토를 대상으로 암면과 코이어를 사용한 자루재배에서 일사량제어와 배액전극제어법의 급액제어 능력을 실험한 결과, 배지 종류에 관계없이 일사량제어법에 비해 배액전극제어법에서 배지함수량과 배액량이 안정 적이었다. 총수확량과 상품과량은 배액전극제어법에서 많았으며, 동일한 급액제어 처리 안에서는 배지간 차이는 없었다. 당도는 급액제어 방법의 차이보다는 배지의 종류에 영향을 많이 받았다. 배액전극제어법은 펄라이트뿐만 아니라 암면과 코이어배지에서도 범용적으로 일사량제어법에 비해 유리한 것으로 나타났다.

관개저수지의 가뭄평가 방법 (Evaluation method of Drought for Irrigation Reservoir)

  • 김태철;이성희
    • 한국농공학회지
    • /
    • 제44권2호
    • /
    • pp.75-80
    • /
    • 2002
  • 관개 저수지의 특성에 맞도록 가뭄을 평가하기 위하여 누가 강수량, 유역 토양수분량, 저수율, 급수 제한강도 등의 방법으로 가뭄이 한창 문제가 되었던 2001년 6월 13일을 기준일로 택하여 예당저수지의 가뭄을 평가한 결과는 다음과 같다. 누가 강수량에 의한 방법으로는 30년 빈도로 평가되었고, 1978년과 유사한 패턴을 나타내었고, 유역 토양수분량에 의한 방법으로는 30년 빈도로 평가되었고, 1981년과 유사한 패턴을 나타내었고, 저수율에 의한 방법으로는 20년 빈도로 평가되었고, 1981년과 유사한 패턴을 나타내었고, 급수 제한강도에 의한 방법으로는 10년 빈도로 평가되었고, 1988년과 유사한 패턴을 나타내었다. 각 방법간의 평가가 다르기 때문에 가장 가시적이고 현실적인 저수율에 의한 방법으로 20년 빈도가뭄으로 종합평가 하였고, 이후의 가뭄이 1981년도와 유사하게 진행될 것으로 예측하여, 향수 저수지 가뭄대책에 참고하도록 하였다.

SWMM 모형을 활용한 평야부 관개효율 및 용수공급 취약성 평가 (Assessment of Irrigation Efficiency and Water Supply Vulnerability Using SWMM)

  • 신지현;남원호;방나경;김한중;안현욱;이광야
    • 한국농공학회논문집
    • /
    • 제62권6호
    • /
    • pp.73-83
    • /
    • 2020
  • Agricultural drought is a natural phenomenon that is difficult to observe and quantitatively express, and agricultural water use is high and usage patterns are diverse, so even if there is a lack of rainfall. The frequency and severity of agricultural drought are increased during the irrigation period where the demand for agricultural water is generated, and reasonable and efficient management of agricultural water for stable water supply is required. As one method to solve the water shortage of agricultural water in an unstructured method, it is necessary to analyze the appropriate supply amount and supply method through simulation from the intake works to the canals organization and paddy field. In this study, irrigation efficiency was analyzed for irrigation systems from April to September over the past three years from the Musu Reservoir located in Jincheon-gun, Chungcheongbuk-do and Pungjeon Reservoir located in Seosan-si, Chungcheongnam-do. SWMM (Storm Water Management Model) was used to collect agricultural water, and irrigation efficiency analysis was conducted using adequacy indicators, and water supply vulnerability. The results of the agricultural water distribution simulation, irrigation efficiency and water supply vulnerability assessment are thought to help the overall understanding of the agricultural water supply and the efficient water management through preliminary analysis of the methods of agricultural water supply in case of drought events.

농업용 저수지의 이·치수 기능을 고려한 홍수기 제한수위 설정 기법 개발 (Determination of Flood-limited Water Levels of Agricultural Reservoirs Considering Irrigation and Flood Control)

  • 김지혜;곽지혜;전상민;이성학;강문성
    • 한국농공학회논문집
    • /
    • 제65권6호
    • /
    • pp.23-35
    • /
    • 2023
  • In this study, we developed a method to determine the flood-limited water levels of agricultural reservoirs, considering both their irrigation and flood control functions. Irrigation safety and flood safety indices were defined to be applied to various reservoirs, allowing for a comprehensive assessment of the irrigation and flood control properties. Seasonal flood-limited water level scenarios were established to represent the temporal characteristics of rainfall and agricultural water supply and the safety indices were analyzed according to these scenarios. The optimal scenarios were derived using a schematic solution based on Pareto front analysis. The method was applied to Obong, Yedang, and Myogok reservoirs, and the results showed that the characteristics of each reservoir were well represented in the safety indices. The irrigation safety of Obong reservoir was found to be significantly influenced by the late-stage flood-limited water level, while those of Yedang and Myogok reservoir were primarily affected by the early and mid-stage flood-limited water levels. The values of irrigation safety and flood safety indices for each scenario were plotted as points on the coordinate plane, and the optimal flood-limited water levels were selected from the Pareto front. The storage ratio of the optimal flood-limited water levels for the early, mid, and late stages were 65-70%, 70%, and 75% for Obong reservoir, 75%, 70-75%, and 65-70% for Yedang reservoir, and 75-80%, 70%, and 50% for Myogok reservoir. We expect that the method developed in this study will facilitate efficient reservoir operations.

灌漑用水路의 水路損失率 算定에 關한 硏究 (A Study on the Estimation of Watter Loss Rates in Irrigation Canals)

  • 구자웅;이기춘;김재영;이재영
    • 한국농공학회지
    • /
    • 제24권2호
    • /
    • pp.56-66
    • /
    • 1982
  • This study was carried out in order to estimate water losses in irrigation canals, which may be used to evaluate the water requirement for irrigation projects. The conveyance losses were measured by the inflow-outflow method, the seepage losses were measured by the ponding method, and the operation losses in the course of irrigation were calculated by comparing the two kinds of losses. The results obtained in this experiment were as follows; 1. Conveyance losses per unit area of wetted perimeter by the main irrigation canal, the secondary irrigation canal and the tributary irrigation canal, were 1.399${\times}10^{-5}m^3/sec/m^2$, 5.154${\times}10^{-5}m^3/sec/m^2$, and 2.67${\times}10^{-5}m^3/sec/m^2$ respectively in the Goong-sa area. And they were 1.934${\times}10^{-5}m^3/sec/m^2$, 2.149${\times}10^{-5}m^3/sec/m^2$, and 4.558${\times}10^{-5}m^3/sec/m^2$ respectively in the Seong-dug area. 2. Seepage losses per unit area of wetted perimeter by the secondary irrigation canal and the tributary irrigation canal, were 2.180${\times}10^{-6}m^3/sec/m^2$ and 2.168${\times}10^{-6}m^3/sec/m^2$ in the Goong-sa area, 1.150${\times}10^{-6}m^3/sec/m^2$ and 1.084${\times}10^{-6}m^3/sec/m^2$ in the Seong-dug area respectively. 3. Operation losses per unit area of wetted perimeter by the secondary irrigation canal and the tributary irrigation canal, were 4.936${\times}10^{-5}m^3/sec/m^2$ and 2.453${\times}10^{-5}m^3/sec/m^2$ in the Goong-sa area, 2.034${\times}10^{-5}m^3/sec/m^2$ and 4.450${\times}10^{-5}m^3/sec/m^2$ in the Seong-dug area respectively. 4. Conveyance, seepage and operation losses in the Goong-sa area were 6.7%, 94.6%, and 14.0% more than those in the Seong-dug area. Operation losses amount to about 17 times as much as seepage losses in the Goong-sa area and about 29 times in the Seong-dug area. 5. The seepage losses depend much on the soil texture, ranging from 7.437${\times}10^{-7}m^3/sec/m^2$ to 2.430${\times}10^{-6}m^3/sec/m^2$. 6. Water loss rates in the main irrigatin canal, the secondary irrigation canal and the tributary irrigation canal, were estimated as 8.49%, 37.27% and 9.81% respectively in the Goong-sa area. And they were estimated as 15.10%, 32.67% and 13.78% respectively in the Seong-dug area.

  • PDF