• 제목/요약/키워드: surface water storage tank

검색결과 42건 처리시간 0.027초

Design, manufacture and field test of a surface water storage tank providing irrigation water to upland crops

  • Shin, Hyung Jin;Kim, Young-Joon;Lee, Jae Young;Kim, Hwang-Hee;Jo, Sung Mun;Cha, Sang Sun;Hwang, Seon-Ah;Lee, Seung-Kee;Park, Chan Gi
    • 농업과학연구
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    • 제47권4호
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    • pp.1057-1069
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    • 2020
  • For most upland crops in Korea, underground water is used to ensure an adequate water supply. Thus, surface water storage tanks are needed to supply surface water from reservoirs or streams. This study discusses the design, manufacture and monitoring of a water storage tank capable of reliably supplying water to crops and preventing the inflow of floating debris. The study was conducted in an apple orchard in Yesan-gun, Chungcheongnam-do in Korea. Based on the water requirements of the crops and size of the orchard, a required flow volume of about 0.6 ㎥·h-1 was determined, along with a surface water storage tank capacity of 1.2 ㎥. Following a comparison with other materials, stainless steel (STS) was used to construct the water tank. The tank was designed to provide 14 hours of irrigation, enabling a small-capacity, cost-efficient tank design to be used. A surface water irrigation test was performed using the surface water storage tank. The average surface water irrigation flow rate was 0.00045 ㎥·m-2·h-1. The water quality test showed that the pH, suspended solids (SS), total nitrogen (TN), and total phosphorus (TP) values satisfied the reference values for agricultural water. The test results showed that the surface water storage tank evaluated in this study allows for crop irrigation when there is a lack of groundwater during droughts.

빗물저장조에서 입자의 제거특성 및 운전과 설계시 고려사항 (Particle Removal in a Rainwater Storage Tank, and Suggestions for Operation & Design)

  • 문정수;유형근;한무영
    • 상하수도학회지
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    • 제21권1호
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    • pp.131-138
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    • 2007
  • A rainwater utilization facility consists of its catchment area, treatment facility, storage tank, supply facility and pipes in general. The rainwater storage tank which occupies the largest area of the facility has been usually considered quantitatively for determining the storage capacity. Hence, there is little information on water quality improvement by sedimentation in a rainwater storage tank in operation. In this study, we measured the rainwater quality in a rainwater storage tank in operation during late spring and summer, and showed water quality improvement of turbidity removal of 25~46% by sedimentation in a rainwater storage tank under a fixed water level without inflow and outflow after runoff ceased. It is necessary to have a considerable distance between the inlet and outlet of the tank and, if possible, it is recommended that the design should allow for an effective water depth of over 3 m and supply rainwater near the water surface. The operation method which increases the retention time by stopping rainwater supply for insuring low turbidity is recommended when the turbidity of rainwater runoff is high. And also more efficient operation and maintenance of the rainwater utilization facility is expected through the tailored design and operation of the facility considering particle removal and behavior.

지하저류조 신설에 따른 우수 유출량 저감 (Reduction of Rainfall Runoff by Constructing Underground Storage Tank)

  • 송창근;서일원;정영재
    • 대한토목학회논문집
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    • 제33권3호
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    • pp.927-935
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    • 2013
  • 본 연구에서는 서울대학교 댐 하류 노천강당 유역과 공대폭포 유역에 지속시간 1시간 50년 빈도 강우에 관한 저수지 홍수추적을 실시하고 지하저류조가 설치되는 경우 다음의 사항에 초점을 맞추어 분석을 수행하였다 (1) 저류조의 저류량; (2) 우수유출량 및 첨두수위의 저감정도; (3) 지체시간 변화; (4) 신설 지하저류조의 유출입부 암거 설계. 노천강당 유역에 $25,000m^3$ 저류조가 설치되는 경우 총 유입량 대비 49.43 %의 저류효과가 발생하고 49.64 %의 첨두 유량 감소효과와 28분의 지체시간 증대효과를 얻을 수 있었으며, 첨두 수위는 $15,000m^3$ 저류조에 비해 35 cm 낮게 나타났다. 기존 저류시설과 신설 지하저류조의 공동 운영을 통해, 홍수 발생 시 댐 유역에서 초과되는 유출량을 탄력적으로 관리할 수 있는 것으로 판단된다.

지하 빗물저류시설의 설치에 따른 유출 저감 효과 분석 (Reduction Rate of the Total Runoff Volume though Installing a Rainfall Storage Tank in the Sub-Surface)

  • 최계운;최종영;이진원
    • 한국수자원학회논문집
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    • 제36권3호
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    • pp.455-464
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    • 2003
  • 본 연구에서는 지하 빗물저류시설 설치에 따른 유출저감 효과를 분석하기 위하여 실험실내 모형 빗물저류장치를 설치하여 강우강도 변화, 표층의 피복상태 변화, 표면경사 변화에 따른 유출량 변화 실험을 실시하였다. 실험결과 대상하천인 승기천의 토양조건하에서 강우강도가 40mm/hr-100mm/hr일 때 총유출량 감소는 42.3-52.9%로 나타났으며, 지하 빗물저류시설을 설치하는 경우 총유출량과 첨두유량의 감소를 가져올 수 있을 것으로 판단된다. 경사변화에 따른 총유출량의 변화는 완만한 경사에서는 매우 크게 나타났으나 3%이상의 급경사에서 침투에 의한 저류량에 변화가 적고, 이는 산지와 같은 급경사지역에 빗물저류시설을 설치하는 경우 장기간의 홍수에 대하여 상당한 효과를 나타내는 것으로 나타났다. 따라서, 본 시스템은 하천이나 산지의 급경사에도 큰 결과를 기대할 수 있다.

자연순환형 태양열온수기 동파방지기술 (Freeze Protection for Passive Solar Water Heating System)

  • 김종현;홍희기;정재동
    • 설비공학논문집
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    • 제23권5호
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    • pp.327-333
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    • 2011
  • In the present work, a new freeze protection method has been proposed for a natural circulation system of solar water heater. Though electrothermal wire is popularly used for the purpose, there are freezing troubles by wire cut-off and shortage of excessive electric power consumption. In the experimental device, hot water in storage tank was used to heat the outlet pipe from the tank if the pipe surface temperature falls lower than a set point. The cold water pipe to the storage tank was installed to directly contact the hot water pipe surface temperature rose by transferred heat.

무선센서 네트워크 기술 기반 액화가스 저장탱크 내 잔량 모니터링 시스템 구현 (Implementation of a Residual Quantity Monitoring System in a Liquefied Gas Storage Tank based on Wireless Sensor Network Technology)

  • 김민규;한해진;한재환
    • 센서학회지
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    • 제27권5호
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    • pp.352-356
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    • 2018
  • This paper relates to a technology for monitoring a liquefied gas storage tank in the special gas field where demand is increasing owing to the continuous growth of related fields such as the semiconductor, display, and ICT convergence electronics industries. We have proposed a system for real - time monitoring using wireless sensor network technology, and implemented a system consisting of a sensor unit, transmitter module, and receiver module to be attached to a liquefied gas storage tank. The system was applied to LCO2 tanks among various liquefied gas storage tanks to verify the feasibility. The storage tanks employed in the experiments has capacities of 16,179 l and was 1,920 mm in inner diameter. Furthermore, the density was 1.03 g/l. The measured data were compared with reference data on the remaining gas level versus the $CO_2$ height of the surface, expressed using a conventional water meter, provided by an existing storage tank supplier. The experimental results show that the data is similar to the standard data provided by the tank supplier, and has a high accuracy and reliability within an error range of 0.03%.

미립잠열재를 이용한 축열 특성에 관한 실험적 연구 (Experimental Study on the Microencapsulated PCM as a Thermal Storage Medium)

  • 이효진;이재구
    • 설비공학논문집
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    • 제13권2호
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    • pp.80-87
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    • 2001
  • Microencapsulated PCM particles are mixed with distilled water and utilized to evaluate its characteristics and performance as a thermal storage medium transporting heat. For the present study, tetradecane(C$_14H_30, T_m=5.5^{\circ}C$) is capsulated in the core with the melamine of its surface. The size of particles is well-controlled under 10${\mu}{\textrm}{m}$ in the way of in-situ polymerization with melamine-formaldehyde resin. For the experiment, the concentrations of slurries are prepared for 20wt%, 30wt%, and 40wt%. The results are compared with those of water and 100% tetradecane oil. The pure water and tetradecane start solidifying within 20 minutes after introducing cooling water into the thermal storage tank whose tank whose flow rates are varied by 125cc/min, 250cc/min, and 500cc/min. However, MicroPCM slurries are required relatively longer period of time for their phase change than pure phase change materials. That is, the entrained MicroPCM particles control its heat transfer in terms of natural convection and conducting to them.

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유체 슬로싱모드가 탱크의 진동에 미치는 영향에 대한 연구 (A Study on Vibration Characteristics with Sloshing Mode Effect in Water Tank Structure)

  • 배성용
    • 대한조선학회논문집
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    • 제40권6호
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    • pp.88-95
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    • 2003
  • Liquid storage rectangular tank structures are used in many fields of airplane and marine engineering. Fatigue damages are sometimes observed in these tanks which seem to be caused by resonance. Therefore it is essentially important to estimate vibration characteristics of tank structures. Many Investigators studied the vibration of cylindrical and rectangular tank structures containing still fluid. In general, the eigenbehavior of interior liquid is characterized by the sloshing mode while that of the structure by the bulging mode. However, the structure deformation to the sloshing mode and the liquid free-surface fluctuation to the bulging mode have been neglected in the classical added-mass computation. in the present paper, we study the vibration characteristics with sloshing mode effect.

태양열 계간 축열조 내부 열성층화에 대한 탱크 종횡비 영향 연구 (Effect of an aspect ratio on thermal stratification in a solar seasonal thermal storage tank)

  • 김성근;정성용
    • 한국가시화정보학회지
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    • 제18권2호
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    • pp.28-34
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    • 2020
  • In this study, we numerically investigated the thermal stratification in solar seasonal thermal storage tanks. The vertical in/out flows were unsuitable for the thermal stratification in a large scale. The effect of an aspect ratio (AR) on the thermal stratification was investigated. When AR was less than 2, water adheres and flows along the upper wall due to buoyance and the surface effect. Thereafter, hot water flows down and a large scale vortex occurs in entire tank. For high AR, jet flows ejected from the inlet pipe impinges to the opposite wall and splits. The divided flows create two vortex flows in the upper and lower regions. These different flows strongly influence temperature and thermal stratification. The thermal stratification was evaluated in terms of the thermocline thickness and degree of stratification. Compared to ARs, the maximum degree of stratification was obtained with AR of 5 having the minimum thermocline thickness.

Dynamic analysis of water storage tank with rigid block at bottom

  • Adhikary, Ranjan;Mandal, Kalyan Kumar
    • Ocean Systems Engineering
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    • 제8권1호
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    • pp.57-77
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    • 2018
  • The present paper deals with the finite element analysis of water tanks with rigid baffle. Fluid is discretized by two dimensional eight-node isoparametric elements and the governing equation is simulated by pressure based formulation to reduce the degrees of freedom in the domain. Both free vibration and force vibration analysis are carried out for different sizes and positions of block at tank bottom. The fundamental frequency depends on block height and it reduces with the increase of block height. The variation of hydrodynamic pressure on tank walls not only depends of the exciting frequency but also on the size and position of rigid block at tank bottom. The hydrodynamic pressure has higher value when the exciting frequency is equal and lower than the fundamental frequency of the water in the tank. Similarly, the hydrodynamic pressure increases with the increase of width of the block for all exciting frequencies when the block is at the centre of tank. The left and right walls of tank have experienced different hydrodynamic pressure when the block is placed at off-centre. However, the increase in hydrodynamic pressure on nearest tank wall becomes insignificant after a certain value of the distance between the wall and the rigid block.