• 제목/요약/키워드: irrigation water volume

검색결과 69건 처리시간 0.027초

현장 측정을 통한 관개용수로의 손실량 추정 (Estimation of Water Loss in Irrigation Canals through Field Measurement)

  • 이용직;김필식;김선주;지용근;주욱종
    • 한국농공학회논문집
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    • 제50권1호
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    • pp.13-21
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    • 2008
  • Water losses in irrigation canals are mainly estimated as the sum of conveyance and delivery water loss. The losses occur via the evaporation, infiltration, gate operation and water distribution processing. Recently, the study regarding these water losses are not satisfactory enough, also delivery water loss has not been mainly considered on field design. The objective of this study is to investigate and analyze the volume of water loss in irrigation canals considering condition of actual farm land. A field measurement was performed at four research sites, which are managed by Korea Rural Community & Agriculture Corporation, to evaluate conveyance and delivery water loss for 2 years. The measurement was performed by canal type, size and designed flow using the inflow-outflow method at a major points such as start and end of each canal, derivation point of canal and inlet of paddy fields. Results of this study showed that water loss ratio in lateral canals was bigger than that of main canal unlike current design standard and the loss decrease as flow increase. The total of water loss ratio including conveyance and delivery water loss in several irrigation canals ranged between 33.25 and 45.0%.

담수심처리가 논의 물수지에 미치는 영향 (The Effects of pending depth treatment on Water balance in paddy fields)

  • 손성호;정상옥
    • 한국농공학회:학술대회논문집
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    • 한국농공학회 2001년도 학술발표회 발표논문집
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    • pp.99-105
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    • 2001
  • The purpose of this study is to investigate the effects of pending depth treatment on water balance in paddy fields. The pending depth treatments were very shallow, shallow and deep. The experimental plots were three $80m{\times}25m$ rectangular plots. Daily values of rainfall amount, pending depth, irrigation water, drainage water, evapotranspiration, infiltration, and piezometeric head were measured in the field. The pending depth was continuously observered by water level logger during the growing season. The ET was measured in 1m diameter PVC lysimeters. Irrigation water volume was measured by 75m pipe flow meter and the drainage water volume was measured by 25mm and 75mm pipe flow meters and a recording Parshall fulume. PVC pipe piezometers with 12mm diameter were used. The results of the water balance showed that irrigation water of 881.1mm, 735.4mm, and 532.6mm in very shallow, shallow, and deep pending, respectively. The effective rainfall was 182.6mm(44.6%), 254.7mm(62.2%), and 188.6mm(46.0%) in very shallow, shallow, and deep pending, respectively. The results show that the shallow pending depth looks the best of the three treatments.

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토마토 코이어 수경재배에서 FDR센서, 적산일사량센서 및 타이머 급액방식에 따른 급배액량, 생육 및 과실수량 비교 (Comparisons in Volumes of Irrigation and Drainage, Plant Growth and Fruit Yield under FDR Sensor-, Integrated Solar Radiation-, and Timer-Automated Irrigation Systems for Production of Tomato in a Coir Substrate Hydroponic System)

  • 최은영;김희용;최기영;이용범
    • 생물환경조절학회지
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    • 제25권1호
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    • pp.63-70
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    • 2016
  • 비순환식 고형배지경에서 배액이 토양과 지하수 오염을 발생시키는 문제를 해결하고자 그 동안 연구된 데이터를 바탕으로 배액 최소화 재배방식을 확립을 위해 본 연구는 토마토 코이어 수경재배농가 시설에서 FDR 센서, 적산일사량 센서 및 타이머를 이용하여 토마토를 재배하며 급배액량, 생육 및 생산량을 비교하였다. 정식 후 88일까지 일일 식물체당 평균 급액량은 처리구에 따른 큰 차이가 없었다. 하지만 정식 후 88일 이후 107일까지 TIMER, FDR, IR 제어구 각각의 일일 식물체당 평균 급액량은 IR(2125mL) > TIMER(2063mL) > FDR(1983mL) 수준이었고 108일부터 120일 까지는 IR(2000mL) > TIMER(1664mL) > FDR(1500mL) 수준이었다. 배액률은 TIMER 제어구의 경우 5~12%, FDR 센서 제어구의 경우 0~7%, IR 제어구의 경우 12~19% 수준으로 IR > TIMER > FDR 순이었다. 정식 후 88일이후부터는 FDR과 IR 제어구가 급액량에 상이한 결과를 보였는데, 이는 재배 후기 즉, 5월 20일 이후 (정식 후 94일) 누적일사량의 증가로, IR 제어구에서는 급액이 증가된 반면 FDR 센서 처리구는 적심 이후 30일이 경과된 6월 2일경부터 IR 제어구 보다 일일 급액량이 평균 500mL 적게 공급된 결과이다. 식물체 생육 및 상품과 수량도 급액방식에 따른 통계적 유의차는 없었지만, 당도는 FDR 처리구에서 TIMER 처리구에 비해 약 11%, IR 처리구에 비해 약 18% 높았다.

담수심 처리가 논의 증발산량에 미치는 영향 (Effects of ponding depth treatment on evapotranspiration in paddy fields)

  • 손성호;박기중;정상옥
    • 한국농공학회:학술대회논문집
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    • 한국농공학회 2002년도 학술발표회 발표논문집
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    • pp.9-12
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    • 2002
  • The purpose of this study was to investigate the effects of ponding depth treatment on evapotranspiration in paddy fields. Three poding depth treatments, very sallow, shallow, and deep were used. The experimental plots were three $80m{\times}8m$ rectangular plots. Daily values of rainfall amount, ponding depth, irrigation water, drainage water, evapotranspiration, and infiltration were measured in the field. The ponding depth was continuously observed by observed nstaff during the growing season. The ET was measured by 1m diameter PVC lysimeters. Irrigation water volume was measured by 75 mm pipe flow-meters and the drainage water volume by 75 mm pipe flow-meters and a recording parshall flume. The results showed that irrigation water depths were 688.9 mm, 513.6 mm, and 624.4 mm in 2001, and 356.9 mm, 428.6 mm, and 513.2 mm in 2002 in very shallow, shallow, and deep ponding, respectively. The evapotranspiration were 465.0 mm, 484.1 mm, and 415.1 mm in 2001 and 461.3 mm, 476.3 mm, and 470.6 mm in 2002 in very shallow, shallow, and deep ponding, respectively.

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Design, manufacture and field test of a surface water storage tank providing irrigation water to upland crops

  • Shin, Hyung Jin;Kim, Young-Joon;Lee, Jae Young;Kim, Hwang-Hee;Jo, Sung Mun;Cha, Sang Sun;Hwang, Seon-Ah;Lee, Seung-Kee;Park, Chan Gi
    • 농업과학연구
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    • 제47권4호
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    • pp.1057-1069
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    • 2020
  • For most upland crops in Korea, underground water is used to ensure an adequate water supply. Thus, surface water storage tanks are needed to supply surface water from reservoirs or streams. This study discusses the design, manufacture and monitoring of a water storage tank capable of reliably supplying water to crops and preventing the inflow of floating debris. The study was conducted in an apple orchard in Yesan-gun, Chungcheongnam-do in Korea. Based on the water requirements of the crops and size of the orchard, a required flow volume of about 0.6 ㎥·h-1 was determined, along with a surface water storage tank capacity of 1.2 ㎥. Following a comparison with other materials, stainless steel (STS) was used to construct the water tank. The tank was designed to provide 14 hours of irrigation, enabling a small-capacity, cost-efficient tank design to be used. A surface water irrigation test was performed using the surface water storage tank. The average surface water irrigation flow rate was 0.00045 ㎥·m-2·h-1. The water quality test showed that the pH, suspended solids (SS), total nitrogen (TN), and total phosphorus (TP) values satisfied the reference values for agricultural water. The test results showed that the surface water storage tank evaluated in this study allows for crop irrigation when there is a lack of groundwater during droughts.

2차원 유한체적 수치모형을 이용한 대구획 논의 용배수 특성해석(관개배수 \circled2) (An Analysis of Irrigation and Drainage Characteristics at Large-Sized Paddy Fields Using a Two-Dimensional Numerical Model)

  • 박종민;박승우;강문성;강민구
    • 한국농공학회:학술대회논문집
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    • 한국농공학회 2000년도 학술발표회 발표논문집
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    • pp.162-168
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    • 2000
  • A two-dimensional numerical model based on a finite volume method was formulated to solve the shallow water equations and applied for evaluating irrigation and drainage characteristics at large-sized paddy fields. Manning roughness coefficient was calibrated using the observed inundating depths at drainage tests and used for validating the model with the results from irrigation and drainage test. The simulated results were in good agreement with the observed inundating depths.

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토마토 수경재배에서 FDR(Frequency Domain Reflectometry) 센서를 활용한 무배액 시스템에 적합한 코이어 배지의 Chip과 Dust 비율 구명 (Scheduling Non-drainage Irrigation in Coir Substrate Hydroponics with Different Percentages of Chips and Dust for Tomato Cultivation using a Frequency Domain Reflectometry Sensor)

  • 최은영;최기영;이용범
    • 생물환경조절학회지
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    • 제22권3호
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    • pp.248-255
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    • 2013
  • 본 연구는 토마토 수경재배에서 Frequency Domain Reflectometry(FDR) 센서를 활용한 무배액 시스템에 적합한 코이어 배지의 chip과 dust 비율을 구명하기 위한 기초 실험으로 chip 함량에 따른 일일 급액량, 배액량, 배지의 용적당 수분함량 및 전기전도도, 식물생육, 과실 수량과 수분이용효율 측정을 목적으로 수행되었다. 시판 코이어 슬라브 중 chip과 dust 부피비율이 0 : 100%, 30 : 70%, 50 : 50%, 70 : 30%인 것과 대조구로 시판 rockwool 배지와 2층 슬라브, 즉 1층에 chip함량과 2층에 dust함량이 15 : 85%, 25 : 75%, 35 : 65%인 것을 사용하여 실험하였다. 실험에 사용된 배지 중 0 : 100%와 rockwool 배지는 전 생육기간 동안 배액이 배출되지 않았고 나머지 모든 배지에서도 극소량의 배액이 배출되었다. 일일 평균 급액량은 시판 슬라브와 2층 슬라브 배지 모두에서 chip 함량에 따라 다르게 나타났다. 식물 생육, 상품과 수량 및 수분이용효율은 chip과 dust의 비율이 0 : 100%인 시판 슬라브에서 가장 높게 나타났다. 따라서, FDR센서에 의한 자동급액 방식으로 토마토 작물을 재배 할 때 chip과 dust 부피비율이 0 : 100%인 코이어 배지를 사용할 경우 식물이 더욱 효과적으로 수분을 이용하여 생산량이 증가되면서도 배액을 최소화하거나 배액을 창출하지 않아 환경오염을 감소시킬 수 있다. FDR 센서에 의해 자동 급액되는 시스템에서 1회 급액량과 급액간격 기능을 생육단계별로 조정하여 배지의 물리성에 따른 급액 일정에 대한 세밀한 실험이 앞으로 수행될 계획이다.

관개저수지의 최적 홍수관리방안 (Optimal Flood Control System for Irrigation Reservoir)

  • 문종필;민진우;김영식;박승기;김태철
    • 한국농공학회:학술대회논문집
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    • 한국농공학회 1998년도 학술발표회 발표논문집
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    • pp.311-317
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    • 1998
  • Recently irrigation reservoir has been developed to perform multipurpose function. To get a maximum effect it requires to establish optimal management system for irrigation reservoir in drought and flood season. Especially we dealt with optimal flood control system for irrigation reservoir in this study. This system consists of real-time rainfall data via online system, real-time flood forecasted by SCS method in hourly basis, storage volume by water balance equation, optimal releasing discharge from the gate, the water level in right downstream, and calculation of innundated area, depth, and time using GIS, and amount of flood damages. If we consider the relation of these sub module reasonably, we can reach the optimal flood control to minimize flood damage

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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.

점적관개에서 관개율이 Sandy Loam토양의 습윤양상에 미치는 영향 (Effects of the irrigation Rate on Wetted Patterns in Sandy Loam Soil Under Trickle irrigation Condition)

  • 김철수;이근후
    • 한국농공학회지
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    • 제31권2호
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    • pp.104-115
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    • 1989
  • In an effort to clarify the wetted patterns of sandy loam soil under trickle irrigation conditions, the distance of wetted zone, infiltration capacity and soil wetted patterns, etc. were measured by gypsum block as soil moisture sensor located every 5 cm vertically and horizontaly in the soil bin under the such conditions as a). irrigation rates set to 2, 4, 6, 8 liters per hour b). total amount of water applied fixed to 14.62 liters per soil bin c) the hearing force of soil measured by plate penetrometer ranging from 1.04 to 1.22kg/cm$_2$ The results can be summarized as follows ; 1. The wetted distance in horizontal direction(H), the wetted distance in vertical direction(D), the horizontal infiltration capacity (iH) and the vertical infiltration capacity(in)could by explained as a function of time t. 2. The horizontal wetted distance (H) is explained by an exponetial function H= a$.$ t where b was found ranging from 021 to 026 under surface trickle irrigation, which was considered a lotlower than the classical value of 0.5 and these measurements were indifferent to the increasing irrigation rates. 3. As for the surface trickle irrigation where horizontal infiltration capacity(iH) is explained as iH = A $.$ t h, the coefficient A increases with respect to irrigation rates within the limits of 0.89~1.34. 4. In terms of surface trickle irrigation of the ratio of Dm Which is maximum vertical wetted distance to Hm, which is maximum horizontal wetted distance, found to be within range of 1.0 to 1.21. It was also noted that the value of Dm decreses when irrigation rates increases while the value of Hm changes the opposite direction. 5. The optimum location of sensors from emitter for surface trickle irrigation should he inside of hemisphere whose lateral radius is 28~30cm long and vertical radius is 10~12cm long. The distance between emitters should be within 60cm long. 6. In the study of vertical wetted distance( D) where D= a $.$ tb, the exponential coefficient b ranged from 0.61 to 0.75 in surface trickle irrigation, and from 0A9 to 0.68 for subsurface trickle irrigation. These measurements showed an increasing tendency to with respect to irrigation rates. 7. In case of vertical infiltration capacity( in), where iD= A $.$ t 1-h, the coefficient A for surface trickle irrigation found to be within range of 0.16 to 0.19 and did not show any relationships with varying degree of irrigation rates. However, the coefficient was varying from 0.09 to 0.22 and showed a tendency to increase vis-a-vis irrigation rates for subsurface trickle irrigation, in contrast. 8. In the observation of subsurface trickle irrigation, it was found that Dm/Hm ratio was within 1.52 to 1.91 and showed a decreasing tendency with respect to increasing rates of irrigation. 9. The location of sensors for subsurface trickle irrigation follows same pattern as above, with vertical distance from emitter being 10~17cm long and horizontal 22~25cm long. The location of emitter should be 50 cm. 10.The relationship between VS which is the volume of wetted soil and Q which is the total amount of water when soil is reached field capacity could be explained as VS= 2.914Q0.91and the irrigation rates showed no impacts on the above relationship.

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