• 제목/요약/키워드: water flow control

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바닥 복사 난방 시스템의 제어전략에 따른 에너지 사용량 분석 (Energy Saving Potentials of Radiant Floor Heating Systems Based on Control Strategies)

  • 이준우;박철수
    • 한국태양에너지학회:학술대회논문집
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    • 한국태양에너지학회 2009년도 춘계학술발표대회 논문집
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    • pp.109-114
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    • 2009
  • The dominant heating system used in Korean residential apartment buildings is a hydronic radiant floor heating system, known as the Ondol system. The most common control strategy applied to this traditional hydronic radiant system is a simple on-off control that intermittently supplies "hot water of a fixed temperature" at a "constant flow rate" to each room. However, the current problems with the aforementioned control are as follows: (1) since the simple on-off control is usually based on a one point measured temperature (a signal from a thermostat installed in a living room) in each dwelling unit, heating energy use for unoccupied rooms as well as a difference in temperatures between spaces (master bedroom, living room, bedroom1, bedroom2) can occur occasionally. (2) the most widely used residential water splitter has static valves, and is thus not able to change the flow rate to each room depending on the space heating load. In other words, the ratio of flow rates to rooms is fixed after construction, resulting in over- or under-heating and an improper use of energy. The aim of this paper is therefore to investigate the differences in the system's performance between control strategies in terms of the flow rate control and sensor location. It is shown that energy savings of control strategies are strongly influenced by occupant schedule.

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Application of rock mass index in the prediction of mine water inrush and grouting quantity

  • Zhao, Jinhai;Liu, Qi;Jiang, Changbao;Defeng, Wang
    • Geomechanics and Engineering
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    • 제30권6호
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    • pp.503-515
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    • 2022
  • The permeability coefficient is an essential parameter for the study of seepage flow in fractured rock mass. This paper discusses the feasibility and application value of using readily available RQD (rock quality index) data to estimate mine water inflow and grouting quantity. Firstly, the influence of different fracture frequencies on permeability in a unit area was explored by combining numerical simulation and experiment, and the relationship between fracture frequencies and pressure and flow velocity at the monitoring point in fractured rock mass was obtained. Then, the stochastic function generation program was used to establish the flow analysis model in fractured rock mass to explore the relationship between flow velocity, pressure and analyze the universal law between fracture frequency and permeability. The concepts of fracture width and connectivity are introduced to modify the permeability calculation formula and grouting formula. Finally, based on the on-site grouting water control example, the rock mass quality index is used to estimate the mine water inflow and the grouting quantity. The results show that it is feasible to estimate the fracture frequency and then calculate the permeability coefficient by RQD. The relationship between fracture frequency and RQD is in accordance with exponential function, and the relationship between structure surface frequency and permeability is also in accordance with exponential function. The calculation results are in good agreement with the field monitoring results, which verifies the rationality of the calculation method. The relationship between the rock mass RQD index and the rock mass permeability established in this paper can be used to invert the mechanical parameters of the rock mass or to judge the permeability and safety of the rock mass by using the mechanical parameters of the rock mass, which is of great significance to the prediction of mine water inflow and the safety evaluation of water inrush disaster management.

흡입력 조절 기법을 이용한 함수특성곡선 측정에 관한 연구 (A Study on Measuring Soil-Water Characteristic Curve Using a Suction Control Technique)

  • 이준용
    • 한국산학기술학회논문지
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    • 제13권11호
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    • pp.5587-5594
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    • 2012
  • 불포화토 역학에 있어 흐름특성에 대한 규명은 지반공학적 문제들을 해결하는데 있어 매우 중요하다. 특히, 불포화토의 흐름특성을 모사하기 위한 첫 걸음이 되는 함수특성곡선의 측정을 위해서는 측정자의 오류를 최소화할 수 있는 신뢰성있고 편리한 기법이 필수적으로 요구되어진다. 플로우 펌프 시스템을 포함하여 현재까지 많은 연구자들은 함수특성곡선을 측정할 수 있는 다양한 기법들을 개발하였다. 본 연구에서는 기존에 제안되어진 플로우 펌프시스템을 활용한 흡입력 조절 기법을 이용하여 건조과정과 습윤과정에서 정확하게 실험 공시체의 함수특성곡선을 측정하였다. 플로우 펌프 시스템을 활용한 흡입력 조절 기법을 통하여 두 가지 시료의 함수특성곡선을 산정하였으며, 실험 결과를 바탕으로 흡입력 조절 기법은 현장 조건에 맞는 조건들을 실내에서 구현할 수 있으며 또한 건조과정과 습윤과정에서 발생하는 함수특성곡선의 이력현상을 규명하는데 적절한 장비인 것을 확인하였다. 특히, 플로우 펌프시스템을 활용한 흡입력 조절 기법은 자동화된 장비와 정밀도로 인하여 높은 정확도를 이끌어낼 수 있어 측정오차를 줄임과 동시에 측정시간을 절약하여 함수특성곡선을 측정할 수 있다.

오염부하지속곡선을 이용한 팔당호 수질항목별 중점관리 시점 선정 (Determination of Important Parameter Control Term for Paldang Lake Water Quality Management using Load Duration Curves)

  • 김동우;장미정;박지형;한인섭
    • 한국물환경학회지
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    • 제29권6호
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    • pp.762-776
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    • 2013
  • Load duration curve was applied to determine important water quality parameter control term for improvement of Paldang lake water quality. Load duration curve was analyzed with long term data from 1985 to 2012 including water quality, flow rate and climate state of Paldang water environment. From the result of flow rate patterns of paldang lake, differences between high and low flow rate of each year showed tendency of increase because rainfall characteristics of paldang lake watershed were changed by climate exchange. Both of land use state of upper Paldang lake watershed and number of limit excess from load duration curve indicated that seasonal action related with land use such as agricultural fertilizer distribution in upper watershed affected Paldang lake water quality. So focused BOD (biological oxygen demand) management during spring season from march to June is required to control organic materials in Paldand lake. The main affecting factor of TOC (total organic carbon) increase in Paldang lake was initial rainfall after march. T-N (total nitrogen) kept increasing during research period, so enhancement of T-N standard is needed to T-N control. Initial rainfall and increase of temperature during spring season from March to June showed a positive correlation with TP (total phosphorus) and Chl-a, respectively.

냉매압축기 성능시험장치의 제어 특성 (Control characteristics of a refrigerant compressor test facility)

  • 이진영;이대영;김광호;남평우
    • 유체기계공업학회:학술대회논문집
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    • 유체기계공업학회 1999년도 유체기계 연구개발 발표회 논문집
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    • pp.46-51
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    • 1999
  • This paper describes the control charcteristics of thermal/flow systems. In thermal/flow systems, the transport lag plays as a dead time causing a deterioration of the controllability. Besides this, such many parameters including the temperature, pressure, and flow rate affect the system response that a control scheme which can deal with multi-input is required. Particularly in a refrigerant compressor test facility, the evaporator and condenser interact each other so that the change in the evaporator pressure cause the condenser pressure to change or vice versa. Therefore, to control the evaporator pressure, not only the cooling water flow rate in the evaporator but also the coolant flow rate in the condenser is considered. Meanwhile, the conventional PID controllers, which is suitable for a single input system, shows a large overshoot for a disturbance input. In this work, the predictive control scheme is introduced and its applicability is discussed for thermal/flow systems.

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총량관리 단위유역 일평균유량의 시계열 누적 변화에 따른 유량지속곡선 차이 분석 (Analysis of the Difference of Flow Duration Curve according to the Cumulative Variation of the Daily Average Flow in Unit Watershed for TPLCs)

  • 황하선;이한필;서지연;최유진;박지형;신동석;이성준
    • 한국농공학회논문집
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    • 제60권6호
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    • pp.97-109
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    • 2018
  • The LDC (Load Duration Curve) method can analyze river water quality changes according to flow rate and seasonal conditions. It is also possible to visually recognize whether the target water quality is exceeded or the size of the reduction load. For this reason, it is used for the optimal reduction of TPLCs and analysis of the cause of water pollution. At this time, the flow duration curve should be representative of the water body hydrologic curve, but if not, the uncertainty of the interpretation becomes big because the damaged flow condition is changed. The purpose of this study is to estimate the daily mean flow of the unit watershed using the HSPF model and to analyze the difference of the flow duration curves according to the cumulative daily mean flow rate using the NSE technique. The results show that it is desirable to construct the flow duration curve by using the daily average flow rate of at least 5 years although there is a difference by unit watershed. However, this is the result of the water bodies at the end of Han River basin watershed, so further study on various water bodies will be necessary in the future.

가변유량 밸런싱밸브를 적용한 온수 난방시스템의 유체역학적 성능 평가 (Fluid Dynamic Performance in a Hot-Water Heating System with a Variable-Flow-Rate Balancing Valve)

  • 허전;이석종;성재용;이명호
    • 설비공학논문집
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    • 제19권8호
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    • pp.577-584
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    • 2007
  • A variable-flow-rate balancing valve has been developed and optimized to apply to a distributor in a hot-water heating system. Fluid dynamic performance of the system was evaluated by comparing the results with the previous pressure difference control valve (PDCV) system. In view of the variations of pressure drop and flow rate according to the sequential closing of the control valves, the present system which is named "smart system distributor", is very stable without a certain flow rate concentration. The level of pressure drop variation is also low as compared with the previous system with a PDCV. In view of the occurrence of cavitation, the present system is quite superior to the previous system because the instantaneous pressures at all sections are much higher than the vapor pressure. On the other hand, the previous system has a possibility of cavitation when one or more control valves are closed.

온실 난방을 위한 모세관형 태양열 집열기의 성능에 미치는 유량의 효과에 관한 연구 (The Effects of Water Flow Rates on the Performance of a Capillary Tube Solar Collector for Greenhouse Heating)

  • 유영선;장유섭;홍성기;윤진하;정두호;강영덕
    • 생물환경조절학회지
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    • 제5권1호
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    • pp.57-64
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    • 1996
  • To use effectively the solar energy in greenhouse heating, a high performance solar collector should be developed. And then the size of the solar collector and thermal storage tank should be determined through the calculation of heating load. The solar collector must be set in the optimum tilt angle and direction to take daily solar radiation maximally, and the flow rate of heat transfer fluid through the solar collector should be kept in the optimum range. In this research, the performance tests of a capillary tube solar collector were performed to determine the optimum water flow rate and the results summarized as follows. 1. The regressive equations for efficiency estimations of the capillary tube solar collector in the open loop were modeled in the water flow rate of 700-l,000 $\ell$/hr. 2. The optimum water flow rate of the solar collector was estimated by the second order polynomial regression and the maximum efficiency was 80% at the water flow rate of 850 $\ell$/hr. 3. The solar thermal storage system consisted of a capillary tube solar collector and a water storage tank was tested at the water flow rate of 850 $\ell$/hr in the closed loop, and obtained the solar thermal storage efficiency of 55.2%. 4. As the capillary tube solar collector engaged in this experiment was made of non-corrosive polyolefin tubes, its weight was as light as 1/30 of the flat plate solar collector made of copper tubes. Therefore it was considered to be suitable for the greenhouse heating system.

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유한요소법에 의한 2차원 하천 흐름 모형의 개발 (Two-Dimensional River Flow Analysis Modeling By Finite Element Method)

  • 한건연;김상호;김병현;최승용
    • 한국수자원학회:학술대회논문집
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    • 한국수자원학회 2006년도 학술발표회 논문집
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    • pp.425-429
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    • 2006
  • The understanding and prediction of the behavior of flow in open channels are important to the solution of a wide variety of practical flow problems in water resources engineering. Recently, frequent drought has increased the necessity of an effective water resources control and management of river flows for reserving instream flow. The objective of this study is to develop an efficient and accurate finite element model based on Streamline Upwind/Petrov-Galerkin(SU/PG) scheme for analyzing and predicting two dimensional flow features in complex natural rivers. Several tests were performed in developed all elements(4-Node, 6-Node, 8-Node elements) for the purpose of validation and verification of the developed model. The U-shaped channel of flow and natural river of flow were performed for tests. The results were compared with these of laboratory experiments and RMA-2 model. Such results showed that solutions of high order elements were better accurate and improved than those of linear elements. Also, the suggested model displayed reasonable velocity distribution compare to RMA-2 model in meandering domain for application of natural river flow. Accordingly, the developed finite element model is feasible and produces reliable results for simulation of two dimensional natural river flow. Also, One contribution of this study is to present that results can lead to significant gain in analyzing the accurate flow behavior associated with hydraulic structure such as weir and water intake station and flow of chute and pool.

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2차원 흐름해석을 위한 마름/젖음 알고리듬의 적용 (Application of Dry/Wet Algorithm for 2-Dimensional Flow Analysis)

  • 한건연;김상호;최승용;이수창
    • 한국수자원학회:학술대회논문집
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    • 한국수자원학회 2008년도 학술발표회 논문집
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    • pp.629-633
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    • 2008
  • Frequently occurring flood and drought have increased the necessity of an effective water resources control and management of river flows. Therefore, the simulation of the flow distribution in natural rivers is very important to the solution of a wide variety of practical flow problems in water resources engineering. Usually in many flow problems, two-dimensional approach can provide good estimates of complex flow features in the flow around islands and obstructions, flow at confluence and flow in braided channel. The objective of this study is to examine validation of developed an accurate and robust two-dimensional finite element method with wet and dry simulation in complex natural rivers. Milyang river, and Kumho river and Keum river were performed for tests. The results were compared with those of existing model. The suggested model displayed reasonable flow distribution compared with existing model in dry area for application of natural river flow. As a result of this study, the developed general two-dimensional model provide a reliable results for flow distribution of wet and dry domain, it could be further developed to basis for extending to water quality and sediment transport analysis.

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