• 한국수자원학회논문집
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• 제37권3호
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• pp.249-255
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• 2004

농업용수 회귀율을 조사하기 위하여 2003년 관개기 동안 많은 실측을 수행하였다. 본 연구지역은 경상남도 창녕군에 위치한 대암양수장 유역일원이다. 관개용수를 공급하기위하여 건설된 대암 양수장 유역 내 논에 대하여 물수지분석을 실시하였다. 본 연구지역에서의 일 강우량 자료를 수집하였으며, 또한 관개율, 배수율, 침투 및 증발산을 실측하였다. 관개량과 배수량은 기록형수위계(GTDL-L10)를 설치하여 관계기 동안 지속적으로 관측하였다 침투 및 증발산은 직경 3mm PVC 감수심계 및 직경 200mm PVC 침투계를 이용하여 측정하였다. 총관개량 및 총 지표배수량은 654.7mm와281.2mm로 나타났으며, 총 침투량과 총증발산량은 각각 36.0mm 및 160.0mm였고, 일평균 증발산량은 4.3mm/d 였다. 신속회귀율과 지연회귀율은 각각 43.0% 및 5.5%로 전체회귀율은 48.5 %로 나타났다. 따라서, 본 시험지구에서 공급된 관개용수량이 설계기준보다 훨씬 많은 양의 관개용수를 공급하고 있음을 알 수 있었다. 이는 적정한 용수관리원칙 보다는 지역주민들의 요구에 의한 과다공급으로 인한 부적적한 용수관리에 기인하는 것으로, 추후에 농업용수설계기준을 현실에 맞게 변경해야함을 의미한다.

• 한국유기농업학회지
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• 제25권2호
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• pp.311-328
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• 2017

두둑과 고랑을 재활용한 한국형 무경운 농업에서 유기물 투입과 관수 효과를 구명하고자 무경운 토양에서 시험을 수행하였다. 1. 토양 미생물상 1회 전량관수 조건에서 대두박 투입 처리구의 토양 세균과 곰팡이 수는 대두박 무 투입구에 비하여 많았다. 그리고 유기질비료 투입량이 표준시비량 66%까지 증가되면 세균과 곰팡이 수는 증가되었으나, 그 이상에서는 세균과 곰팡이 수가 감소되는 경향이었다. 곰팡이/세균 비율은 관수 방법과 관계없이 대두박 투입 처리에서 0.6과 1.1로, 무투입 처리의 0.2와 0.5보다 2배 이상 높았다. 1회 전량 관수 조건에서 유기질 비료 시비량이 증가되면 대두박을 투입한 처리는 방선균 수는 감소되는 경향이었으나, 대두박 무투입에서는 증가되었다. 2회 분할 관수는 1회 전량관수에 비하여 대두박 무 투입 조건에서 세균과 곰팡이 수가 증가되었으나, 대두박 투입조건에서는 방선균 수가 증가되었다. 2. 토양 효소 유기질 비료의 시비량이 증가되면 토양 내 Chitinase 활성은 대두박 투입 토양에서 감소되고, 대두박 무 투입에서는 증가되는 경향이었다. 그러나 대두박을 투입에 관계없이 2회 분할 관수는 1회 전량관수에 비하여 Chitinase 활성이 증가되었다. 1회 전량관수 조건에서 대두박 투입 처리구의 ${\beta}$-Glucosidase 활성은 무투입에 비하여 높았으며, 유기질 비료 투입량이 증가되면 표준시비량의 66%까지는 ${\beta}$-Glucosidase 활성이 증가되었으나, 표준시비량에서는 감소되었다. 대두박 무투입 조건에서 2회 분할관수 토양 내 ${\beta}$-Glucosidase 활성은 1회 전량관수에 비하여 현저하게 증가되었다. 1회 전량관수 조건에서 대두박을 투입한 처리의 N-acetyl-${\beta}$-D-glucosaminidase의 활성은 무투입구에 비하여 높았다. 대두박 투입 처리에서 유기질 비료 투입량이 표준시비량의 66%까지 증가되면 N-acetyl-${\beta}$-D-glucosaminidase의 활성은 증가되었으나, 표준시비량에서는 유의적인 차이가 없었다. 대두박 무투입 조건에서 2회 분할관수는 1회 전량관수에 비하여 N-acetyl-${\beta}$-D-glucosaminidase의 활성은 증가되었다. 대두박 무투입 조건에서 유기질 비료 시비량이 표준량의 66% 수준에서는 토양 내 산성인산가수분해효소(Acid phosphatase)의 활성 높았다. 대두박 투입 조건에서는 유기질 비료 시비량이 증가되면 산성인산가수분해효소(Acid phosphatase)의 활성은 증가되는 경향이었다. 3. 토양 AMF 대두박 무투입 조건에서 유기질 비료의 투입량이 표준시비량의 66%까지 증가되면 토양의 내생균근균의(AMF) 포자수는 증가되었으나, 유기질 비료 투입량이 표준시비량에서는 근균의 포자수는 감소되었다. 그러나 대두박 투입에서 근균의 포자수는 유기질 비료 투입량에 따른 유의적인 차이가 없었다. 그리고 내생 근균의 고추 뿌리에 정착률은 대두박 투입량에 따른 유의적인 차이가 없었으며, 2회 분할 관수도 같은 경향이었다.

• 한국관개배수논문집
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• 제18권1호
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• pp.94-102
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• 2011

The aim of this study was to evaluate the load of non-point sources pollutant at a paddy plot located at the valley watershed during irrigation period. Irrigation, runoff and water quality data in the paddy plot were analyzed periodically from June 1 to October 31 in 2005. The observed amount of precipitation, irrigation, runoff for the experimental paddy plot during the irrigation period was 1,297.8, 223.2, and 825.4mm, respectively. Total-N concentrations ranged from 3.73 to 18.10mg/L, which was generally higher than the quality standard of agricultural water (1.0mg/L). Total-P concentrations ranged from 0.111 to 0.243mg/L and the average was 0.139mg/L. The observed runoff pollutants loadings from the paddy plot were measured as 34.4 kg/ha for T-N, 1.0 kg/ha for T-P and 213.8 kg/ha for SS. The non-point sources pollutant load in drainage water depends on rainfall and surface drainage water amount from the paddy plot. We are considering that these results were affected by rainfall as well as hydrological condition, soil management, whether or not fertilizer application, cropping, rice straw and plowing.

• 한국농공학회:학술대회논문집
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• 한국농공학회 1998년도 학술발표회 발표논문집
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• pp.81-86
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• 1998

It is difficult to know how to restrict the amount of water supply in the drought season, because there is no objective standard rules. The purpose of the study is to present management rules to overcome the drought in the irrigation reservoir by forecasting the water level and restricting water supply according to the operation rule curve and the pattern of rotation-irrigation system. From the operation rule curve drawn up by analyzing the observed water level of reservoir, the water supply rules and rotation-irrigation patterns using WWW and GIS are suggested.

• 대한치과보철학회지
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• 제37권4호
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• pp.433-453
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• 1999

There are a lot of elements affecting the success of implant prosthesis. The quality of surgical procedure is considered as one of the key factors. To avoid the excess heat generation is an important element of successful osseointegration and it can be achieved by using a gentle surgical technique with a sharp instrument in bone drilling. This study was performed to measure and analyze comparatively the heat transmitted to sur-rounding bone at a distance of 0.5mm from the periphery of the drill hole in each drilling stage. The results were as follows. In standard system, the temperature of surrounding bone tissue ranged from $29.2^{\circ}C\;to\;48.3^{\circ}C$ with irrigation and from $34.6^{\circ}C\;to\;84.3^{\circ}C$ without irrigation. And in wide system, the temperature of surrounding bone tissue ranged from $29.5^{\circ}C\;to\;52.5^{\circ}C$ with irrigation and from $34.8^{\circ}C\;to\;87.8^{\circ}C$ without irrigation. And the temperature ranges exceeded the threshold without irrigation, while showing less than the threshold by the cooling effect of irrigation. In comparing standard system with wide system, although there was no significant difference, ${\phi}4.3mm$ pilot and ${\phi}4.3mm$ twist drill of wide system showed high value and wide system showed slightly high elevation of temperature in all depth in fixture installation. In the finite element analysis, the calculated value by the Fourier's cooling law were applied to the bone drilling surface. And through analysis using different irrigation temperatures at $28^{\circ}C,\;15^{\circ}C\;and\;5^{\circ}C$, and according to the time. The result was that the cooling water at least below $15^{\circ}C$ was required to maintain the temperature of surrounding bone less than threshold in bone drilling, the cooling water below $5^{\circ}C$ was required to gain more sufficient cooling effect, and cooling over 5 seconds was needed after bone drilling for sufficient effect.

• 한국작물학회지
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• 제67권2호
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• pp.121-130
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• 2022

본 연구는 봄 감자 재배 시 괴경 형성기와 괴경 비대기에 최적 수분함량을 구명하고 관비 재배 시 적합한 추비 기준을 마련하고자 수행 하였다. 1. 감자의 최적 수분함량을 구명하기 위한 괴경 형성기와 괴경 비대기에 관수처리 결과 관수처리 전후 지상부의 생육을 비교한 상대생장률과 대조구(무관수, 자연강우 의존) 대비 상대 생장률 모두에서 -10 kPa 및 -20 kPa 처리구에서 우수한 경향을 보였다. 2. 관수처리에 따른 지하부 생체중은 -10 kPa과 -20 kPa 처리구에서 다른 처리보다 뛰어났으며, 수확량 및 상서수량은 -10 kPa 처리구가 무관수구에 대비 약 47%가량 증수되었다. 3. 감자의 최적 관비량 설정을 위해 괴경 형성기와 괴경 비대기에 관비를 실시한 결과 관비 처리 전후 지상부의 생육을 비교한 상대생장률은 K 5 및 NPK 0.8배 관비구에서 생육이 가장 우수하였고, 대조구(무관비구, 기비만 시용) 대비 감자 지상부 상대 생장률은 K 5, K 7, NPK 1.2배 관비구에서 가장 우수하였다. 4. 관비 처리에 따른 감자 지하부 생체중 및 수량, 상서수량을 비롯한 다수의 조사항목에서 K 5 처리구가 가장 우수하였고, 수량도 K 5 처리구가 대조구 대비 약 27%가량 증수되었다.

• 한국관개배수논문집
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• 제18권1호
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• pp.4-17
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• 2011

The standard design methodology was suggested to construct wetland system for reducing non-point source pollution from Saemangeum reclaimed paddy land. To set for the design flow and concentrations, runoff and water quality survey were conducted during the irrigation period in 2008 at Gyehwa reclaimed paddy land located at near Saemangeum lake. It is rational that 1ha is the optimum constructed wetland size. To meet this size, the moderate drainage area of reclaimed paddy field was 50ha under the conditions that rainfall is 30mm, average runoff coefficient is 0.83, and runoff capture ratio is 0.6. At these condition, the runoff volume from 50ha was 10,520 $m^3/d$ including base flow during irrigation period. To select the optimum wetland system, several case studies were conducted by focusing on the tidal reclaimed land areas having wetland systems in Seokmun. Pond-Wetland system was selected as the standard model because of showing the highest reduction efficiency. Single variable regression equation were delivered to estimate effluent water concentrations from the designed wetland by using long-term monitoring data from the Seokmun experiment site. The effluent concentration from the designed wetland using these equation were showed moderately range.

• 한국농공학회논문집
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• 제59권4호
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• pp.17-26
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• 2017

In this study, EPANET model which is using on the pipe network analysis was applied to Haenam irrigation district has provided irrigation water by pipeline system about 1,125ha and then have built pipe network to study area and supply performance evaluation of existing structure was analyzed by SPA (Single Period Analysis) in EPANET. As model results of simulation average ratio of maximum supply quantity/irrigation water requirements(base demand) was analyzed by 2.63. It means also that was analyzed as being capable of ensuring the water supply capacity. It was provided the necessary information for the maintenance facility through analyzed hydraulic behaviors in the pipeline inside such as flow velocities, pressures and hydraulic grade lines. It was satisfied with the allowable design criteria that was compared analyzed results with presented allowable design standards at agricultural production infra improvement project planning and design (Pipeline design standard). In order to analyze efficiency promotions of irrigation water, using Extended Period Simulation it was compared supply quantity with irrigation water requirements while pumps set operating pattern in 24 hours, then efficiency promotions of irrigation water was determined through analyzed oversupply water quantity and occurrence time by branch lines. According to results for oversupply quantity in Haenam district by time and end of branch lines efficiency promotions of irrigation water was suggested from 0.33 % to 37.59 %. To draw reasonable operating rules for water use and through this research, it is expected to be helpful for efficient water use and operational management of agricultural pipeline system to the current agricultural irrigation.

• 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%.

• 한국농공학회지
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• 제30권3호
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• pp.114-120
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• 1988

A water surface profile computation model using a standard step procedure was developed for gradually varied flow at an irrigation channel network. Flow characteristics ab Banweol district near Suweon were field monitored during irrigation periol of 1987. The model was applied to the main system at the district and the simulation results were compared to the field data. The results are sumrnarized as follows ; 1. The simulated water surface profiles from the model were in good agreement with the measured water surface profiles at different flow rates. 2. The model applicability for defining a stage-discharge relationship at a channel reach was demonstrated with reasonable accuracy when water stage and friction factor were given. 3. The roughness coefficient was found to be a major factor sigrificantly affecting computed water surface profile among a few physical input parameters for the model.