• 유체기계공업학회:학술대회논문집
• /
• 유체기계공업학회 2003년도 유체기계 연구개발 발표회 논문집
• /
• pp.520-525
• /
• 2003

A numerical investigation was performed to determine the effect of airfoil on the optimum flap height using NACA0015 Wells turbine. The five double flaps which have 0.5% chord height difference were selected. A Wavier-Stokes code, CFX-TASCflow, was used to calculate the flow field of the Wells turbine. The basic feature of the Wells turbine is that even though the cyclic airflow produces oscillating axial forces on the airfoil blades, the tangential force on the rotor is always in the same direction. Geometry used to define the 3-D numerical grid is based upon that of an experimental test rig. This paper tries to analyze the optimum double flap of Wells turbine with the numerical analysis.

• Safety and Health at Work
• /
• 제6권1호
• /
• pp.18-24
• /
• 2015

Background: In 2006, three farmers died at the bottom of an agricultural shallow well where the atmosphere contained only 6% oxygen. This study aimed to document the variability of levels of oxygen and selected hazardous gases in the atmosphere of wells, and to identify ambient conditions associated with the low-oxygen situation. Methods: A cross-sectional survey, conducted in June 2007 and July 2007, measured the levels of oxygen, carbon monoxide, hydrogen sulfide, and explosive gas (percentage of lower explosive limit) at different depths of the atmosphere inside 253 wells in Kamphaengphet and Phitsanulok provinces. Ambient conditions and well use by farmers were recorded. Carbon dioxide was measured in a subset of wells. Variables independently associated with low-oxygen condition (<19.5%) were identified using multivariate logistic regression. Results: One in five agricultural shallow wells had a low-oxygen status, with oxygen concentration decreasing with increasing depth within the well. The deepest-depth oxygen reading ranged from 0.0% to 20.9%. Low levels of other hazardous gases were detected in a small number of wells. The low-oxygen status was independently associated with the depth of the atmosphere column to the water surface [odds ratio (OR) = 13.5 for 8-11 m vs. <6 m], depth of water (OR = 0.17 for 3-<8 m vs. 0-1 m), well cover (OR = 3.95), time elapsed since the last rainfall (OR = 7.44 for >2 days vs. <1 day), and location of well in sandy soil (OR = 3.72). Among 11 wells tested, carbon dioxide was detected in high concentration (>25,000 ppm) in seven wells with a low oxygen level. Conclusion: Oxygen concentrations in the wells vary widely even within a small area and decrease with increasing depth.

• 한국농공학회지
• /
• 제18권4호
• /
• pp.4209-4217
• /
• 1976

The purpose of this thesis is to search for the determination method of pumping rates in the existing tube wells for irrigation. Pumping tests were carried out for the twelve test tube wells which were selected in the provinces of Kyounggi, Kangwon, Chungbuk and Chungnam. The depths, static water levels, pumping levels, drawdowns and yields of tube wells were measured in the pumping tests, and a centrifugal pump with 3 inches diameter, a 5 HP motor and a 90$^{\circ}$ V-notch were used in the pumping tests. The average coefficient of transmissibility calculated by Chow's and Jacob's methods is 0.0336 square meter per second, and the average pumping rate calculated by Thiem's, Smreker's, Brinkhaus' and Theis' formulae, is 919 cubic meter per day, Therefore, the ground water storage in the test areas is comparatively abundant. Correlation between pumping rates and depths of tube wells is not in existence. Also, correlation between pumping rates and the thickness of aquifer is not found in this experiment. This shows that the depths of some tube wells are deep and their thicknesses of aquifer are thick, but their ground water storages are poor, and that the depths of some tube wells are shallow and their thicknesses of aquifer are thin, but their ground water storages are abundant. It seems that the test tube wells are influenced by the peculiar characteristics that the ground water in the test areas is free ground water in alluvium layer closely related with surface water. As drawdown increases, pumping rate decreases, and as the coefficient of transmissibility increases, pumping rate also increases. Namely, there are negative correlation between pumping rate and drawdown, and positive correlation between pumping rate and the coefficient of transmissibility. Judging from the results of the pumping tests in these tests areas, the pumping rate calculated by the formula, {{{{ { Q}_{m } =Q { ( { { S}_{ m} } over { TRIANGLE S } )}^{ { 2} over {3 } } }}}} used traditionally, is likely to be higher than real pumping rates. The formula, {{{{ { Q}_{m } =Q { { H}^{ 2} } over { (2H- TRIANGLE S) TRIANGLE S} }}}} derived from Thiem's theory, is looked upon as the reasonable one to detemine pumping rates in the existing tube wells for irrigation.

• 한국환경과학회지
• /
• 제27권10호
• /
• pp.831-844
• /
• 2018

Riverbank Filtration (RBF) is a kind of indirect artificial recharge method and is useful in obtaining higher-quality source water than surface water when procuring municipal water. This study evaluated optimal riverbank filtered water and the productivity of the radial collector wells on Ttansum Island in the area downstream of the Nakdong River, where Gimhae City is constructing a municipal water plant for the purpose of acquiring high-quality water. The RBF wells are planned to provide water to the citizens of Gimhae City through municipal water works. Groundwater flow modeling was performed with the following four scenarios: (a) 9 radial collector wells, (b) 10 radial collector wells, (c) 10 radial collector wells and two additional vertical wells, and (d) 12 radial collector wells. This study can be useful in determineing the optimum production rate of bank filtrated water not only in this study area but also in other places in Korea.

• 한국환경보건학회지
• /
• 제3권1호
• /
• pp.48-52
• /
• 1976

A study was carried out to investigate the sanitary condition of 107 wells in Jungil Ri, Kyunggi province and Daeso Ri, Choongbuck province, from July 1, to August 30, 1975. In this study, coliform groups were examined by the membrane filter method as well as general sanitary condition, pH value, ammonia nitrogen, hardness and water temperature. The following results were obtained: 1. Average value of general sanitary condition in the wells were 15$\circ$C in temperature, pH 6.4, hardness 124ppm and Cl ion 34ppm. 2. Coliform group was positive at all out of 30 open wells and 33 out of 45 pumped wells, while only 7 out of 32 tap water in the simple typed water supply system showed the evidence of coliform groups. 3. The positive rate of ammonia nitrogen revealed 13% out of 107 wells and that of nitrite nitrogen was 36.4% and 6 wells rate of 5.6% were ammonia nitrogen and nitrite nitrogen positive at same time. 4. Colflorin group positive of 32 tap water in the simple typed water supply system 3(27%) out of 11 samples with no residual chlorine, 3(17%) out of 17 with 0.1 to 0.5ppm, 1 out of 3 with 0.6 to 1.0 ppm and none out of 1 with 1.1 to 1.5 ppm.

• 한국지반환경공학회 논문집
• /
• 제23권6호
• /
• pp.5-17
• /
• 2022

저수지 제방의 침투제어를 목적으로 설치하는 감압정의 성능은 감압정의 직경, 간격, 관통율, 지반의 투수계수, 기초지반 지층의 두께 등 다양한 변수에 의해 영향을 받는다. 따라서 침투수압 경감을 목적으로 감압정을 채택하는 경우 이러한 매개변수를 충분히 검토하여 감압정의 설치제원을 결정해야 한다. 본 연구에서는 저수지 제방의 침투제어를 위한 대책공법으로 제방의 하류부에 감압정과 제방의 상·하류부에 토목섬유 블랭킷(이하 블랭킷)을 병행하여 설치하는 경우 블랭킷의 길이가 감압정의 성능에 미치는 영향을 평가하였다. 상·하류 블랭킷 길이-유량 관계에서 상류 블랭킷의 길이가 증가할수록 감압정에서 배출되는 유량은 감소하며, 하류 블랭킷의 길이가 증가할수록 감압정의 배출 유량은 증가하는 것으로 나타났다. 상·하류 블랭킷 길이-간격 관계에서 상류 블랭킷의 길이가 증가할수록 감압정의 간격은 증가하며, 하류 블랭킷의 길이가 증가할수록 감압정의 간격은 감소하는 것으로 나타났다. 따라서 블랭킷과 감압정을 병행하여 설치함으로써 댐제방의 침투안정성을 확보하고자 하는 경우 침투유량의 배출을 최소화하고 감압정의 간격 확대를 통한 경제성 확보를 위해서는 상류의 블랭킷 길이 증가가 하류의 블랭킷 길이 증가보다 더 효율적인 것으로 나타났다.

• 지질공학
• /
• 제25권1호
• /
• pp.67-81
• /
• 2015

선형 또는 군집형으로 배치된 양수정 배열 조건에서 최적의 복수 주입정 위치를 결정하는 최적화 프로그램을 개발하였다. 다양한 목적함수를 제시하였으며 담금질모사 기법을 이용하여 목적함수를 만족시키는 주입정의 최적 위치를 평가하였다. 주입수의 회수율의 최대화를 목적함수로 설정할 경우, 우물 배열에 관계없이 두 개의 주입정을 모두 우물 군집 내부에 설치하는 것이 가장 효율적인 것으로 나타났다. 회수율의 최대화와 동시에 기존 양수정의 양수량을 고르게 증가시키는 통합목적함수를 고려하여 두 개의 주입정을 설치할 경우, 우물 배열에 관계없이 우물 배열의 양측면부가 주입정 위치로 적합한 것으로 분석되었다. 주입정 위치 최적화를 위한 다수의 시나리오 분석 결과, 최적의 결과에 근접하는 지역적 최솟값 또는 최댓값이 다수 존재하는 것으로 나타났으며, 이는 주입정의 최적 위치를 현장의 조건에 맞게 선택적으로 결정할 수 있는 개연성이 존재하는 것을 의미한다. 결론적으로, 본 연구는 담금질모사 기법이 다양한 목적함수에 부합하는 복수 주입정의 최적 위치 평가에 성공적으로 이용될 수 있음을 보여 주었다.

• 한국지하수토양환경학회지:지하수토양환경
• /
• 제8권3호
• /
• pp.74-85
• /
• 2003

지속적인 지하수개발 및 함양기술 사업의 일환으로 각종 암석에서 착정된 관정의 산출량을 증대시키기 위해서 12개소의 우물에 인공수압파쇄시험을 실시하였다. 시험정은 쥬라기 화강암 4개 지역에서 5공, 백악기 화산암 2개 지역에서 2공, 백악기 퇴적암 3개 지역에서 4공, 그리고 선캠브리아기 편마암 지역에서 1공을 선정하였다 12공의 시험정에서 11공은 비양수량이 7％에서 366%까지 증대되었다. 단지 백악기 퇴적암 지역의 1공만이 단층점토의 폐색으로 비양수량이 43.4%정도 감소하였다. 4개소의 군정지역에서 시험결과는 시험정으로부터 5.4m에서 82.7m까지 영향을 미치는 것으로 나타나며, 인공수압파쇄의 영향으로 사후 대수성 시험시 관측정에서 강하 폭은 적어졌지만, 균형잡힌 수위강하현상을 보이고 있다.

• 한국지하수토양환경학회지:지하수토양환경
• /
• 제21권4호
• /
• pp.1-9
• /
• 2016

Rehabilitation for low-yielding wells resulting in improvement on groundwater quantity and quality is considered to be the most economic and ecofriendly method against the increasing demand to groundwater due to frequent drought and the increase in numbers of agricultural complex for growing horticultural crops. This study suggests standard, stepwise diagnostic fuctions consisting of four steps (Basic inspection, Specific inspection, Rehabilitation, and Management) for an optimal management to the wells. Basic inspection can provide information on current groundwater quantity and quality compared with those on its initial stage. Specific-inspection based on hydrogeology can scientifically demonstrate causes of deterioration on groundwater quantity and quality. Results of specific inspection can suggest an optimal rehabilitation method to solve deteriorating problems including clogging and corrosion for the wells. After rehabiliating the wells, an assessment on groundwater quantity and quality would be conducted to identify the suitability of the applied method and improvement of the wells. A short-term, periodic management to the wells is considered as the key to save a public management budget. Suggested diagnostic functions can possibly induce sustainable supply of agricultural groundwater to the farm land and finally contribute the increase on rural household income.

• 한국수자원학회논문집
• /
• 제48권10호
• /
• pp.869-877
• /
• 2015

해수침투 방지나 대수층 인공함양을 위하여 다수의 관정을 통하여 대수층으로 물을 주입하는 공법이 있다. 이러한 공법의 경우 소기의 목적을 달성하기 위해서는 관정의 위치와 주입량, 그리고 결과되는 관정의 지하수위 등이 별도의 지하수 모델링을 통하여 결정된다. 주입수는 통상 관망을 통하여 관정으로 공급되는 데 이 때 관망에는 관정별 주입량을 조절하기 위한 밸브가 설치된다. 본 연구에서는 다수의 주입 관정이 연결된 관망에서 사전에 산정된 주입량 분포를 준수하기 위한 밸브 개도와 주입관망 가동에 필요한 펌프 최소 소요양정 산정방안을 제시하였다. 본 연구결과는 주입군정 운영의 정밀도를 향상시키는 데 기여할 수 있다.