• 한국신재생에너지학회:학술대회논문집
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• 한국신재생에너지학회 2007년도 추계학술대회 논문집
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• pp.489-492
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• 2007

Understanding the thermohydraulic processes in the aquifer is necessary for a proper design of the aquifer thermal energy utilization system under given conditions. Experimental and numerical test were accomplished to evaluate the relationship between the geothermal heat exchanger operation and hydrogeological conditions in the open-loop geothermal system. Sand tank experiments were designed to investigate the open-loop geothermal system. Water injection and extract ion system as open-loop borehole heat exchanger was applied to observe the temperature changes in time at injection well, extraction well and ambient groundwater. The thermohydraulic transfer for heat storage was simulated using FEFLOW for two cases of extraction and injection phase operation in sand tank model. As one case, the movement of the thermal plume was simulated with variable locations of injection and extraction well. As another case, the simulation was performed with fixed location of injection and extraction well. The simulation and experimental results showed that the temperature distribution depends highly on the injected water temperature and the length of injection time and the groundwater flow and pumping rate sensitively affect the heat transfer.

• 한국양식학회지
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• 제22권1호
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• pp.118-121
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• 2009

본 연구는 사육수조 내 shelter와 sand가 어린 해삼의 성장 및 체조성에 미치는 영향을 조사하기 위해 수행되었다. 사육수조에 shelter와 모래를 넣지 않거나(Con), shelter (Shelter)와 모래(Sand)를 각각 넣어 사육 조건을 달리하여 평균체중 3.6 g의 어린 해삼을 3반복으로 수용하여 수입 분말사료(조단백질 16.8%, 조지방 0.3%)를 8주간 공급하였다. 생존율은 80% 이상으로 모든 실험구간에 유의한 차이가 없었다(P>0.05). 증중율과 일간 성장율은 Sand 실험 구에서 가장 높았고, Con 실험 구에서 가장 낮은 값을 보였다(P<0.05). 해삼의 단백질과 지질 함량은 Con 실험구에서 가장 높게 나타났으며, 회분 함량은 Sand 실험구에서 가장 높은 값을 보였다(P<0.05). 이상의 결과로 보아, 사육수조 내 shelter와 모래는 어린 해삼의 성장과 체조성에 영향을 미치며, 모래는 어린 해삼의 적정 성장을 위한 사육수조의 기질로 사용될 수 있을 것으로 판단된다.

• 한국지하수토양환경학회지:지하수토양환경
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• 제20권2호
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• pp.41-46
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• 2015

The drag of the excess charge in an electrical double layer at the solid fluid interface due to water flow induces the streaming current, i.e., the streaming potential (SP). Here we introduce a sandbox experiment to study this hydroelectric coupling in case of a tracer test. An acrylic tank was filled up with homogeneous sand as a sand aquifer, and the upstream and downstream reservoirs were connected to the sand aquifer to control the hydraulic gradient. Under a steady-state water flow condition, a tracer test was performed in the sandbox with the help of peristaltic pump, and tracer samples were collected from the same interval of five screened wells in the sandbox. During the tracer test, SP signals resulting from the distribution of 20 nonpolarizable electrodes were measured at the top of the tank by a multichannel meter. The results showed that there were changes in the observed SP after injection of tracer, which indicated that the SP was likely to be related to the solute transport.

• 한국농공학회지
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• 제11권3호
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• pp.1707-1718
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• 1969

The purpose of this experiment is to determine the relations between numbers, arrangements and pumping rates of wells. In this experiment, well pipes were vertically set up in an artificial water-bearing sand layer of homogeneous quality. Wells were arranged in different ways and their number was varied in order to observe the variation of pumping rates. Sands were filled in a square tank, $183cm{\times}91.5cm{\times}91.5cm$ so as to secure a water-bearing layer. Water was constantly supplied from a supply tank located at an end of the tank. The number of well pipes was varied from one to four. Well pipes were connected by a horizontal header pipes were connected by a horizontal header pipe located above them and one pump was used. Pumping rates were measured, when they were arranged in longitudinal and lateral directions, They were also arranged in a square and triangle. The main results thus obtained are presented as follows: (1) When well pipes are laid out in a longitudinal line, i. e., in a flow direction, the ratios of pumping rates of one-pipe well and wells 2-, 3- and 4- pipe t, are 1.903, 2.506 and 2.66, respectively. (2) When well pipes are laid out in a lateral line, i.e., in a perpendicular direction to flow, the same ratios as (1) are 1.912, 2.527 and 2.88. (3) When four pipes are laid out in a square and three pipes are laid out in a triangle, pumping rates are deereased, Comparing with the cases when pipes are laid out in a straight line.

• 수산해양기술연구
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• 제27권4호
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• pp.255-265
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• 1991

분사류의 굴삭성능을 이용하여 해저의 모래속에서 서식하고 있는 패류를 어획할 목적으로 원형과 직사각형의 모형노즐을 제작하여 수조에서 분사노즐의 모래면에 대한 굴삭실험을 한 결과를 요약하면 다음과 같다. 1. 분사노즐에 의한 모래면의 최대 굴삭깊이와 폭은 분사속도와 노즐의 단면적의 크기에 비례하여 직선적으로 증가하며, 노즐의 분사거리에 대해서는 굴삭깊이는 직선적으로 감소하나, 굴삭폭은 직선적으로 증가한다. 2. 직사각형 노즐(폭 1mm)은 단면적이 같은 원형 노즐보다 굴삭성능이 다소 우수하였다. 3. 노즐별 분사각도와 분사속도, 분사거리에 따른 최대 굴삭깊이와 폭에 관한 실험식은 직선식으로 나타나며, 분사각도 45$^{\circ}$에서 직사각형노즐(폭 1mm)의 분사속도와 분사거리에 따른 실험식은 다음과 같다. D=0.0093V 하(0)-0.23H+5.7. W=0.0147V 하(0)+1.06H+10.2. 단, D: 최대 굴삭깊이(cm), V 하(0): 노즐의 분사속도(cm/sec) 926$\leq$V 하(0)$\leq$1504, W: 최대굴삭폭(cm), H: 노즐구멍에서 모래면까지의 거리(cm).

• 한국농공학회지
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• 제22권2호
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• pp.64-82
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• 1980

The aim of this thesis, when water permeates dam, is to study the shape of seepage line and seepage quantity. As for the process, various sand model dams of same capacity were constructed in the water tank : they are a central, middle, inclined, up and down stream point of which is paralled, and filter-installed types. And the slope of seepage line and seepage quantity in these various models for experiment were measured, observed data were analyzed, and several formulas which already published were compared and examined. As for the shape of seepage line, the relation between upstream water level and exit: slope of seepage line, near the entrance and exit point, geometrically similar model, and the shape of seepage line filter-installed were examined. As regards to the seepage quantity, several formulas which already published and testing result values were compared and examined, and relation with the slope of seepage line, the seepage quantity, the slope of upstream point, and the upstream water level were mutually studied. Particulary, when horizontal filter was installed, propriety of the existing formulas for effective filter length w as examined, and the relative position of exit point in various. conditions was also studied.

• 한국지구물리탐사학회:학술대회논문집
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• 한국지구물리탐사학회 2001년도 정기총회 및 제3회 특별지포지움
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• pp.94-103
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• 2001

유기 석유화학 오염 물질인 휘발유가 지하 분포 시, 지하수면 위 토양 매질(vadose zone)내에 존재할 수 있는 기체 상태(vaporphase)와, 지하수면의 상승 또는 하강에 의해 분포 할 수 있는 residual phase의 유류 오염 물질이 GPR에 미치는 반응을 조사하기 위하여 모래와 자갈을 토양 매질로서 채운 탱크를 이용한 모델 실험이 수행되었다. 물만 사용하여 지하수면의 상승과 하강을 유도한 후, 석유 수송을 위하여 지하에 매장된 파이프 혹은 석유저장을 위한 지하 탱크로부터 지하수면으로의 유류 오염을 simulation하기 위하여 모델 탱크바닥을 통하여 휘발유가 주입되었다. 본 연구 결과, 수분 함량에 따른 GPR의 민감성과 지하수면의 변화 관측에의 GPR 효율성이 입증되었다. 또한, 휘발성 유류 오염 물질의 기체상태가 vadose zone에 분포 시 GPR를 이용하여 탐지할 수 있는 가능성과, 지하수면의 상승에 의해 지하수면 밑의 물로 포화된 토양(water saturated zone)에 분포할 수 있는 residual phase의 유류 오염 물질의 탐지 가능성이 모델 실험을 통하여 확립되었다 그리고, residual phase의 유류 오염 물질이 지하수면 아래에 분포하는 오염지역에서 GPR을 이용한 유류 오염물질을 탐지할 수 있는 새로운 탐사전략이 제시되었다.

• 상하수도학회지
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• 제26권2호
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• pp.177-189
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• 2012

Sediment load deposited in sewers and manholes reduces not only the capacity of pipes but also the efficiency of the whole sewer system. This causes the inundations of the low places and overflows at manholes, Moreover, sulfides and bad odor can occur due to deposited sediment with organic loads in manholes. Movements of sediment load in manholes are complicated depending on manhole size, location, inside structure, sediment load type, and time. Therefore, it is necessary to understand the movements of sediment load in manholes by experiments. In this study, experiments were implemented by a square manhole with straight path to measure deposited sedimentation quantity. The experimental apparatus was consisted of a high water tank, an upstream tank, test pipes, a sediment supplier, a manhole, and a downstream tank to measure the experimental discharge. The quantity of deposited sediment load was measured by different conditions, such as the inflow condition of sediment(continuous and certain period), the amount of inflow sediment, discharge, and the type of sediment. Jumoonjin sand(S=2.63, D50=0.55mm), general sand(GS, S=2.65, D50=1.83mm) and anthracite (S=1.45, D50=0.80mm) were employed for the experiment. The velocities in inflow pipe were 0.45 m/s, 0.67 m/s, and 0.9 m/s. Sediment load movement and sedimentation quantity in manhole were influenced by many factors such as velocity, shear stress, viscosity, amount of sediment, sediment size, and specific gravity. Suggested regression equations can estimated the quantity of deposited sediment in the straight path square manholes. The connoted equations that were evaluated through the experimental study have velocity range from 0.45 to 0.9m/sec. The study results illustrates that appropriation of design velocity ragne between 1.0 and 2.0m/sec could implement to maintain and manage manholes.

• 한국신재생에너지학회:학술대회논문집
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• 한국신재생에너지학회 2010년도 춘계학술대회 초록집
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• pp.172.2-172.2
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• 2010

This study was carried out in order to reduce the installation expense of heating system for greenhouse comparing to geothermal heat pump and develope the coefficient of performance (COP) for a heat pump. For getting plenty of heat flux from geothermal energy. Surface water in river channel was used for getting a lots of geothermal heat by penetrating water through underground soil layer of the river bank that make heat transmission to passing water. The range of water temperature after the process of Ground filtration is 13~18 degrees celsius which is very similar to low heat source of geothermal heat pump system and the plenty amount of heat source from that make the number of geothermal heat exchanging hole and the expense for geothermal heat exchanger construction reduced. Drainage well is also used for returning filtration water to the aquifer that keep the water good recirculation from losing geothermal heat and water resource. For the COP improvement of Heat pump, thermal storage tank with separating insulation plate according to the temperature difference make the COP of Heat pump that is similar to thermal storage tank with diffuser. Developed thermal storage tank make construction expense cheaper than customarily used one's. and that sand filter and oxidation sand (FELOX) are going to be used for improving ground filtration water quality that make heat exchanger efficiency better. All above developed component skill are going to be set on the Ground filtration water source heat pump system and applied for medium, large scale for protected greenhouse in riverside area and on-site experiment is going to do for optimizing the heating system function and overcome the problem happening in the process of on-site application afterward.

• Journal of Preventive Medicine and Public Health
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• 제5권1호
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• pp.43-48
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• 1972

5 bed sand filter, applying biological oxidation, was designed and studied on the treatment of water works. Never using any coagulant agent (drugs), which may cause water pollution in pre-treatment of head water, the auther attempt a high rate filtration by the microorganism (nitrofication bacteria) end plant which populate in multi layer sand beds. The result are as follows : In order to evaluate the oxygen effect on filtration, oxygen was injected in aeration tank attached to each filter tank while filtration, and $NH_3$ was tested as a representaiive ingredient. It was found out that the aeration method was more effective, with over 33% of $NH_3$ removal capacity, than the anerobic and this 5 bed filter showed double removal capacity of $NH_3$ by comparing with conventional sand bed (2 stage bed). According to the examination of two kind of head water, pre-treated with coagulant agent and activated carton, the filtration capacity was affected by the polluted condition of head water, resulting that lower value of pollution and slower velocity of filtration showed more efficiency of $NH_3$ removal. In this experiment $NH_3$ content tested in treated water had a fairly good correlation with others.