• 제목/요약/키워드: subsurface irrigation

검색결과 41건 처리시간 0.032초

시설오이 지중관비시 자동관수센서의 적정 매설깊이 (Estimation of the Optimum Installation Depth of Soil Moisture Sensor in an Automatic Subsurface Drip Irrigation System for Greenhouse Cucumber)

  • 임태준;김기인;박진면;노재승
    • 한국토양비료학회지
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    • 제46권2호
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    • pp.99-104
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    • 2013
  • 시설오이 지중관비에서 지중 점적호스를 30 cm에 매설 시에 텐시오미터를 이용한 자동관수센서의 적정 깊이를 제시하고자 2010-2011년까지 2년간에 걸쳐서 조사하였다. 오이의 생육은 텐시오미터 30 cm 깊이에서 낮았으나 텐시오미터 10 및 20 cm에서는 유의성 있는 차이는 없었다. 1년 및 2년차 수량에서도 텐시오미터 30 cm에서 각각 40.9 및 41.2 $Mg\;ha^{-1}$로 가장 적은 생산량을 나타내었나, 텐시오미터 10 cm에서는 57.0 및 56.9 $Mg\;ha^{-1}$, 텐시오미터 20 cm에서는 56.0 및 60.5 $Mg\;ha^{-1}$로 처리간의 차이가 없이 동일한 수량을 나타내었다. 오이재배에서 한 작기 당 질소 및 일일 물 공급량은 63 $kg\;N\;ha^{-1}$의 질소와 1.3 $mm\;day^{-1}$로 물이 공급된 텐시오미터 20 cm 처리에서 질소 및 수분 이용효율이 높았다. 또한 토양깊이 0-30 cm에 대한 뿌리길이에서도 텐시오미터 20 cm에서 0.87 $cm\;cm^{-3}$으로 유의성은 없었지만 가장 높은 값을 나타내었다. 이러한 결과로부터 시설오이에서 지중 점적호스를 30 cm 깊이에 매설 시에 텐시오미터를 활용한 자동관수센서의 적정 깊이는 20 cm인 것으로 판단되었다.

미생물 오염 용수 관개에 의한 작물의 오염 위험성 (Irrigation with Microbial-Contaminated Water and Risk of Crop Contamination)

  • 최연식;송인홍;권순국
    • 한국농공학회논문집
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    • 제49권2호
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    • pp.87-97
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    • 2007
  • The aim of this study was to compare crop contamination between two irrigation methods using microbial-contaminated water. The effect of relative humidity on microbial survival of the three indicator microorganisms was also investigated. Escherichia coli ATCC 25922, Clostridium perfringens ATCC 3624, and coliphage PRD1 were applied to irrigation water to grow cantaloupe, lettuce, and bell pepper. Half of the sixteen plots were subsurface drip irrigated (SDI) and the other half were furrow irrigated (FI). Two relative humidity levels were controlled at 15-65 % and 55-80 % for the dry and humid condition experiments, respectively. Samples of produce, surface soil, and subsurface soil at a depth of 10 cm were collected over a two-week period following the application of the study microorganisms. Overall, greater contamination of both produce and soil occurred in the FI plots. For the SDI plots, preferential water paths and resulting water appearance on the seed beds seemed to be responsible for produce contamination. Relative humidity levels did not appear to affect microbial survival in soil. PRD 1 showed lower inactivation rates than 5. coli in both dry and humid conditions. C. perfringens did not experience significant inactivation over the experimental period, suggesting this microorganism can be an effective indicator of fecal contamination.

옥수수의 생육 및 수량 증대를 위한 지중점적 관비 시스템의 적용 (Application of Subsurface Drip Fertigation System to Increase Growth and Yield of Maize)

  • 김종혁;이연주;노일래
    • 한국작물학회지
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    • 제68권3호
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    • pp.197-206
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    • 2023
  • 본 연구는 지중점적시설을 이용한 옥수수 관수·관비재배시 옥수수의 생육 및 수량 반응을 조사하여 적합한 관수 및 관비기준을 마련하고자 수행되었다. 1) 사양토 조건에서 지중점적시설을 이용한 관비 재배시 옥수수 근권부까지 필요한 수분은 24.3 ton 10a-1의 물이 소모되었다. 2) 사양토(점토함량 10.2%) 조건에서 한번 관수·관비로 토양수분함량이 25%정도 유지될 수 있는 기간은 25일, 20% 정도까지는 30일간 지속되었다. 3) 지중점적 관수·관비처리에 따른 옥수수 지상부 생육은 N 8 처리구에서 가장 우수하였으며 N 10 처리구에서는 감소하는 경향이 나타났다. 4) 지중점적 관수·관비처리에 따른 옥수수 수량구성요소는 N 8 처리구가 가장 우수하였으며 관수구 대비 약 14%, 무처리 대비 약 30%의 증수 효과를 나타내었다.

사막토양 환경에서 벼 재배시 관개방법에 따른 생육 및 수량 특성 (Effect of Irrigation Methods on the Growth and Yield of Rice in Desert Climates)

  • 정기열;이상훈;정재혁;전현정;채세은;김상윤;전승호
    • 한국작물학회지
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    • 제67권3호
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    • pp.147-154
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    • 2022
  • 본 연구는 사막기후에서 벼 재배시 관개방법 및 관개량에 따른 벼의 생육 및 수량 특성을 알아봄으로써 적정 관개량 선정 및 사막기후환경에서 벼 관개시설 재배에 대한 기초자료로 활용하고자 수행한 결과는 다음과 같다. 관개방법별 총 관개량에서는 스프링클러 > 지표점적 > 지중점적 순서로 관개량이 많았고, 지중점적 FC80% 처리구에서 627 ton/10a로 관개량이 가장 적었으며, 관개량이 가장 많았던 스프링클러 FC120% 처리구 1,584 ton/10a 대비 60.4% 더 적은 것으로 조사되었다. 관개방법에 따른 쌀 수량에서는 지중점적 > 지표점적 > 스프링클러 순이였으며, 그 중 지중점적 FC120% 처리구에서 665 kg/10a로 관행구 대비 88.1%로 관수방법에서 가장 높은 수량성을 보였다. 따라서, 사막기후환경에서 벼 재배시 지중점적관개로 FC120% 처리 할 경우 물의 이용효율을 높이면서, 작물 수량증대에 유리할 것으로 사료된다.

스마트 관개 시스템을 위한 토양 수분 제어시스템 개발 (Development of Soil Moisture Controlling System for Smart Irrigation System)

  • 김종순;최원식;정기열;이상훈;박종민;권순구;김동현;권순홍
    • 한국산업융합학회 논문집
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    • 제21권5호
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    • pp.227-234
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    • 2018
  • The smart irrigation system using ICT technology is crucial for stable production of upland crops. The objective of this study was to develop a smart irrigation system that can control soil water, depending on irrigation methods, in order to improve crop production. In surface irrigation, three irrigation methods (sprinkler irrigation (SI), surface drip irrigation (SDI), and fountain irrigation (FI)) were installed on a crop field. The soil water contents were measured at 10, 20, 30, and 40 cm depth, and an automatic irrigation system controls a valve to maintain the soil water content at 10 cm to be 30%. In subsurface drip irrigation (SSDI), the drip lines were installed at a depth of 20 cm. Controlled drainage system (CDS) was managed with two ground water level (30 cm and 60 cm). The seasonal irrigation amounts were 96.4 ton/10a (SDI), 119.5 ton/10a (FI), and 113 ton/10a (SI), respectively. Since SDI system supplied water near the root zone of plants, the water was saved by 23.9% and 17.3%, compared with FI and SI, respectively. In SSDI, the mean soil water content was 38.8%, which was 10.8% higher than the value at the control treatment. In CDS, the water contents were greatly affected by the ground water level; the water contents at the surface zone with 30 cm ground water level was 9.4% higher than the values with 60 cm ground water level. In conclusion, this smart irrigation system can reduce production costs of upland crops.

Feasibility Study of Agronomic Application of Treated Sewage for Paddy Rice Culture

  • Woo, Sun-Ho;Yoon, Chun-Gyeong
    • 한국환경농학회지
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    • 제19권5호
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    • pp.433-441
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    • 2000
  • A feasibility study was performed to examine the agronomic application of treated sewage on paddy rice culture by field experiment for two consecutive years. The domestic sewage was treated by the constructed wetland system which was in subsurface flow type and consisted of sand and macrophyte. The effluent of the wetland system was used for irrigation water. The effluent was diluted to maintain the total nitrogen concentration below $26mg{\cdot}L^{-1}$ in the first year and used without dilution in the second year experiment. Growth components and yields were compared against the CONTROL plot where conventional method was applied. And also, soil characteristics of the plots before and after reclaimed sewage irrigation were analyzed. Generally, addition of the treated sewage to the irrigation water showed no adverse effects on paddy rice culture, and even enhancement was noticed in both growth and yield. Irrigation of treated sewage after concentration adjusted with conventional fertilization showed the better result, and the yield exceeded that of CONTROL case where clean water was irrigated. Soil characteristics changed after irrigation, and significant EC increasing was observed for the reclaimed sewage irrigation plots. From this study, it appears that reuse of treated sewage, as supplemental irrigation water could be a feasible and practical alternative. For full-scale application, further study is recommended on the specific guideline of major water quality components in treated sewage for irrigation and public health.

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배수효율이 높은 지하암거의 간격과 주름유공관의 통수능 비교분석 (A Comparative Study on the Spacing and Discharge Performance of Subsurface Drainage Culvert to Increase Drainage Efficiency)

  • 김현태;유전용;정기열;박영준
    • 한국농공학회논문집
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    • 제61권6호
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    • pp.67-72
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    • 2019
  • This study compared the theory of a culvert spacing and analytical results of the seepage flow for the subsurface drainage. i) If culvert spacing (Sc) is within 5 m, the unit drainage (q) is very larger; in contrast, if Sc is 5 m or more, there is very little drainage in the middle between drains. Therefore, the drain spacing should be within 5 m to ensure high drainage efficiency. ii) Since the planned culvert drainage increases linearly with the soil's permeability coefficient (k), k must be taken into account when determining the drain diameter by the planned culvert drainage. iii) As a result of analyzing the drainage performance of the absorbing culvert, the drainage performance is sufficient with the diameter of the corrugated drain pipe Dc = 50 mm at the length of the drain Lc = 100 m. iv) Therefore, if the drain spacing (Sc) is less than 5 m using the low-cost non-excavated drainage pipe method (${\Phi}50mm$ the corrugated drain pipe and fiber mat) rather than the conventional trench drain method (Sc > 10 m, Dc > 100 mm), uniform and high drainage efficiency can be ensured as well as low construction cost. v) The sub-irrigation+drainage culvert requires narrower drain spacing (Sc < 2-3 m) for irrigation. As a result of examining the condition of 35 mm in diameter (Dc) and 2~3 m in drain spacing, it is possible to apply the non-excavated drainage pipe method to the sub-irrigation+drainage culvert because drainage performance is sufficient at the drain length Lc = 50 m.