• 한국토양비료학회지
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• 제43권6호
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• pp.844-847
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• 2010

우리나라의 7지역을 대상으로 하여, 노지재배 고추의 조숙재배와 반촉성 재배의 경우 지역별 및 생육시기별 물요구량의 변화양상을 산정한 결과, 최근 30년간 기상자료 분석에 의한 고추 생육기간인 3월 중순~10월 중순의 일평균 PET는 2.65 mm $day^{-1}$이었다. 반촉성재배 노지 고추는 생육기간 전체 (3월 중순~10월 중순) 평균 일 물요구량이 2.3 mm $day^{-1}$으로 나타났으며, 전 생육기 누적 물요구량 (AWR)은 482.9 mm이었다. 또, 조숙재배 노지 고추는 생육기간 전체 (5월 상순~10월 중순) 평균 일 물요구량은 2.4 mm $day^{-1}$이었으며, 전 생육기 누적 물요구량 (AWR)은 374.9 mm이었다. 고추의 생육단계를 5단계로 나누어서 보면, 생육 중기 (S-3)단계에서 물요구량이 가장 많았다.

• 한국농공학회논문집
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• 제46권1호
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• pp.3-13
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• 2004

For optimal irrigation reservoir operation during flood and normal period, a general and systematic policy is suggested to make balance of the conflicting purposes between water conservation and flood control. We developed Open Water Management Program (OWMP) with an open architecture to deal with newly arising upgrade problems for optimal management of irrigation reservoir. And we evaluated the applicability of OWMP to estimate daily runoff from an agricultural watershed including irrigation reservoirs, and analyzed behaviour of irrigation reservoirs as irrigation water requirements considering frequency analysis of reservoir storage and frequency analysis water requirements for effective management of reservoir. When we executed OWMP with data produced from an experimental field, IHP basins, the mean relative errors of application of daily runoff and irrigation water requirement were less than 5％. We also applied OWMP to a Seongju irrigation reservoir to simulate daily runoff, storage and water requirement from 1998 to 2002, and the mean model efficiency between measured and simulated value was 0.76. Our results based on the magnitude of relative errors and model efficiency of the model simulation indicate that the OWMP can be a tool nicely adapted to the effective water management of irrigation reservoir for beneficial water use and flood disaster management.

• 한국토양비료학회지
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• 제45권6호
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• pp.861-866
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• 2012

본 연구는 우리나라 1979년~2008년까지의 기후 데이터를 활용하여 우리나라 45개 지역을 대상으로 기후변화에 따른 감자의 물 요구량을 산정함으로서 기존의 연구결과를 수정보완하고 아울러 금후 국가 물 수급계획 수립의 기초자료로 활용코자 수행하였다. 노지 감자 생육기간 동안의 PET는 최소 부산의 $2.60mm\;day^{-1}$로부터 최대 대구의 $3.52mm\;day^{-1}$ 범위를 보였으며, 45개 지역에 대한 평균은 $2.95mm\;day^{-1}$ 이었다. 노지 감자의 생육기간 전체에 대한 평균 일 물 요구량(MWR : mm $day^{-1}$)은, 45지역의 전 생육기간 평균 $1.6mm\;day^{-1}$이었으며, 생육단계별 평균 일 물 요구량 (MWR)은 G-1, G-2, G-3 및 G-4 각각 1.0~1.2 (평균 1.1), 1.5~1.8 (평균 1.6), 1.9~2.2 및 1.7~2.1 (평균 1.8) mm $day^{-1}$이었다. 노지 감자의 생육기간 전체에 대한 평균 총 물 요구량 (TWR : mm $day^{-1}$)은, 45지역 평균 446.2 mm 이었으며, 생육단계별 평균 총 물 요구량 (TWR : mm $day^{-1}$)은 G-1, G-2, G-3 및 G-4 각각 18.0~22.1 (평균 19.3), 50.6~66.6 (평균 56.3), 63.5~88.2 (평균 72.4) 및 38.3~54.5 (평균 44.0) mm 이었다. 또한 MWR 과 TWR은 45지역 모두 G-3 생육단계에서 가장 많으며, 이는 G-3 생육단계의 대기증발요구량 (PET)과 작물계수 (Kc)가 타 생육기간 보다 높기 때문인 것으로 사료된다.

• 한국토양비료학회지
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• 제46권1호
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• pp.16-22
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• 2013

본 연구는 우리나라 1979년~2008년까지의 기후 데이터를 활용하여 우리나라 45개 지역을 대상으로 기후변화에 따른 옥수수의 물 요구량을 산정함으로서 기존의 연구결과를 수정보완하고 옥수수의 생산성 증대와 아울러 금후 국가 물 수급계획 수립의 기초자료로 활용코자 수행하였다. 옥수수 생육기간 동안의 PET는 최소 인천의 2.56 mm $day^{-1}$로부터 최대 대구의 3.38 mm $day^{-1}$ 범위를 보였으며, 45개 지역에 대한 평균은 2.85 mm $day^{-1}$이었다. 옥수수 전 생육기간의 45지역 평균 일 물 요구량 (MWR)은 3.27 mm $day^{-1}$이었으며, G-1, G-2, G-3, G-4 및 G-5 생육단계별 각각 1.74~2.42 (평균 2.02), 2.99~4.21 (평균 3.41), 3.82~5.25 (평균 4.41), 3.05~4.31 (평균 3.48) 및 2.62~3.49 (평균 3.01) mm $day^{-1}$이었다. 옥수수 전 생육기간의 45지역 평균 총 물 요구량 (TWR)은 377.0 mm 이었으며, G-1, G-2, G-3, G-4 및 G-5 생육단계별 각각 45.37~63.04 (평균 52.56), 92.54~130.59 (평균 105.77), 76.46~105.09 (평균 88.14), 45.73~64.67 (평균 52.20) 및 68.25~90.75 (평균 78.33) mm 이었다. 또한 MWR은 G-3 생육단계에서 가장 많으며, 이는 G-3 생육단계의 작물계수 (Kc)가 타 생육기간 보다 높기 때문인 것으로 사료된다.

• 한국토양비료학회지
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• 제43권6호
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• pp.848-851
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• 2010

우리나라 7개 지역을 대상으로 하여 고추의 노지재배 조건과 시설재배 조건에서의 상대적 비율을 산정하고, 시설재배 조건에서 대기증발요구량과 고추의 생육시기별 작물계수를 추정함으로써 시설재배에서 고추의 생육시기별 물요구량을 산정한 결과 시설 재배 고추 생육기간인 12월 중순~6월 상순의 최근 30년간 일평균 PET는 2.47 mm $day^{-1}$이었으며, 시설재배 노지 고추의 생육기간 전체 (12월 중~6월 상순) 평균 일 물요구량은 2.4 mm $day^{-1}$이었다. 또한 전 생육기 누적 물요구량은 445.2 mm으로 나타났으며, 시설재배 고추의 생육단계를 4단계로 나누어서 보면, 생육 중기 (S-3)단계에서 물요구량이 가장 많았다.

• 한국농공학회논문집
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• 제61권2호
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• pp.97-104
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• 2019

The purpose of this study was to establish the estimation method of irrigation water amount for sewage treated water reuse for agricultural purpose. To calculate the irrigation water amount, we adopted Penman-Monteith for potential evapotranspiration estimation and applied crop coefficient and irrigation efficiency factor. We developed the irrigation water amount calculation program using C language in Xcode environment. The target district for calculation is having 259 ha of agricultural land located near the Jinyeong Clear Water Circulation Center in Hanrim-myeon, Gimhae city. The meteorological data of the study area were obtained from Changwon weather station from 1986 to 2017. Calculated average and maximum of annual mean potential evapotranspiration were 2.72 mm/day and 6.22 mm/day, respectively. We used K-S (Kolmogorov-Smirnov) for goodness-of-fit test to find optimal probability distribution of annual mean and maximum evapotranspiration. As a result, the normal distribution was selected for the appropriate distribution. The annual mean and maximum potential evapotranspiration for 10-year return period by applying normal distribution were 2.88 mm/day and 6.76 mm/day, respectively. Assuming that the irrigation efficiency is 80%, the irrigation water requirement was calculated as $36.05m^3/day/ha$ and $84.45m^3/day/ha$, respectively, when annual mean and maximum potential evapotranspiration were applied. The actual irrigation water amount can be calculated by applying the crop coefficient and cropping days for the study area based on the developed irrigation water amount estimation program in this study.

• 한국토양비료학회지
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• 제48권4호
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• pp.246-254
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• 2015

This study explored the effect of rainfall pattern and soil characteristics on water management in rice paddy fields, using a soil water balance model, BUDGET. In two sites with different soil textural group, coarse loamy soil (Gangseo series) and fine soil (Hwadong series), respectively, we have monitored daily decrease of water depth, percolation rate, and groundwater table. The observed evapotranspiration (ET) was obtained from differences between water depth decrease and percolation rate. The root mean square difference values between observed and BUDGET-estimated ET ranged between 10% and 20% of the average observed ET. This is comparable to the measurement uncertainty, suggesting that the BUDGET model can provide reliable ET estimation for rice fields. In BUDGET model of this study, irrigation requirement was determined as minimum water need for maintaining water-saturated soil surface, assuming 100 mm of bund height and no lateral loss of water. The model results showed different water balance and irrigation requirement with the different soil profile and indicated that minimum percolation rate by plow pan could determine the irrigation requirement of rice paddy field. For the condition of different rainfall distribution, the results presented different irrigation period and amounts, representing the importance of securing water for irrigation against different rainfall pattern.

• 운동영양학회지
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• 제23권4호
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• pp.1-5
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• 2019

[Purpose] The goal of this study was to review data on physical activity level (PAL), a crucial index for determining estimated energy requirement (EER), calculated as total energy expenditure (TEE, assessed with doubly labeled water [DLW]) divided by resting metabolic rate (RMR, PAL = TEE/RMR) in female athletes and to understand the methods of assessing athletes' EERs in the field. [Methods] For the PAL data review among female athletes, we conducted a PubMed search of the available literature related to the DLW method. DLW studies measuring TEE and RMR were included for the present review. [Results] Briefly, the mean PAL was 1.71 for collegiate swimmers with moderate training, which was relatively low, but the mean PAL was 3.0 for elite swimmers during summer training camp. This shows that PAL can largely vary even within the same sport depending on the amount of training, and the differences in PAL were remarkable depending on the sport. Aside from the DLW method, there is currently no research tool related to athletes' EERs that can be used in the field. [Conclusion] Briefly, the mean PAL was 1.71 for collegiate swimmers with moderate training, which was relatively low, but the mean PAL was 3.0 for elite swimmers during summer training camp. This shows that PAL can largely vary even within the same sport depending on the amount of training, and the differences in PAL were remarkable depending on the sport. Aside from the DLW method, there is currently no research tool related to athletes' EERs that can be used in the field.

• 한국농공학회지
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• 제31권2호
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• pp.82-91
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• 1989

This study was carried out to get the basic information of irrigation plans for the red pepper, such as optimum irrigation level and irrigation requirement in Taegu and Kyungpook province. In this study, red peppers were cultivated in 6 PVC pot lysimeters filled with 60cm deep clay loam soil. Four tensiometers were installed in each plot to measure the soil water pressure head. Field measurements were made during the period June 6 to October 31, 1988 at the experimental farm of Kvungpook National University. Six levels of irrigation were used. They were PF 1.8-2.0, PF 2.2-2.4, PF 2.8-3.0, FC-PF.1.7, FC-PF 2.2, and FC-PF 2.7. The results obtained from this study are summarized as follows : 1. In case of irrigation levels of narrow ranges of water contents, the higher the soil water content was, the larger the ET was. Hut in case of the irrigation levels returning to the field capacity, the lager the PF value of irrigation point was, the larger the ET was. Considering ET, yield and weight per fruit, the latter is much better than the former irrigation method. 2. The mean daily ET and mean ET ratio for each 10-day period showed that the maximum value occured in the last of August. The ranges of those were 3.74-14.64 mm/day and 0.87-3.40, respectively. These values showed that small during the early stage of growth, large during the middle stage and getting smaller in the last stage. 3. In case of irrigation levels of narrow ranges of water contents, the increase of irrigation water supplied increased the ET. The relationship between the two showed nearly straight line. Most of irrigated water was consumed as ET and the rest as percolation. But, in case of irrigation levels returning to the field capacity, the higher the PF value of irrigation point was, the larger the ET ratio was. However, their relationship didn't show straight line. 4. The irrigation level of PC - PP 2.7 was found to be the optimum irrigation level with respect to the yield, the weight per fruit, stem length, irrigation requirement and percolation quantity. In this case, mean daily ET and mean ET ratio were 6.79 mm/day (total 10052 mm) and 1.67, respectively. The maximum mean daily ET and mean ET ratio for 10-day period were 14.64 mm/day and 3.40, respectively, in the last of August, and the maximum daily ET was 2126 mm/day on August 24. 5. In case of PC - PP 2.7 which is found the optimum irrigation level, mean irrigation water required, mean ET and mean percolation water quantity were 7.44 mm/day, 6.79 mm/day(91.3% of irrigation water), and 0.38 mm/day (5.5% of it), respectively.

• 한국농공학회지
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• 제33권4호
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• pp.52-60
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• 1991

This study was conducted to investigate the appropriate operation method minimizing the deviation between irrigation water demand and release from the reservoirs, and the simulation technique was used in the operation model. This model was applied to the grouped reservoirs system consisted of Dongsang, Daia and Keungchun reservoirs and Eowoo-weir in Chonbuk FLIA district. The results obtained in this study are summarized as follows; 1.The area above the Eowoo weir point was divided into 6 small watersheds, and daily inflows from each watershed were calculated by Tank model. It showed that the average annual runoff ratio was 40-60% respectively. 2.Based on the Blaney-Criddle formula daily water requirement of Chonbuk FLIA irrigation area was estimated, mean water requirement for paddy field during the irrigation period was 818.lmm. 3.Using the basic data such as inflow and water demand, four different release types were selected. Through the simulated operation the difference between intake water required at Eowoo-weir point and release from the 3 reservoirs was estimated. The best result was obtained when Daia and Keungchun reservoirs are operated parallelly at fixed release ratio and the release of Dongsang reservoir was determined according to the storage of Daia reservoir.