• Title/Summary/Keyword: In-Situ Thermal Response Test

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Analysis of Effective Soil Thermal Conductivities and Borehole Thermal Resistances with a Power Supply Regulation (부하변동에 의한 지중유효열전도도와 보어홀 전열저항 해석)

  • Ro, Jeong-Geun;Yon, Kwang-Seok;Song, Heon
    • Journal of the Korean Solar Energy Society
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    • v.31 no.4
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    • pp.80-86
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    • 2011
  • Investigation of the effective soil thermal conductivity(k) is the first step in designing the ground loop heat exchanger(borehole) of a geothermal heat pump system. Another important factor is the borehole thermal resistance($R_b$). Thermal response tests offer a good method to determine the ground thermal properties for the total heat transport in the ground. This is done by supplying a constant heat power into a borehole heat exchanger. There are two methods to supply a constant heat power. One is to employ the electricity provided by Korea Electric Power Corporation(KEPCO). The other is to use electricity generated by a generator. In this study, the power supply regulation was found to reduce when the electricity generated by the generator was used. This is because the generator evaluated with the power supply characteristically reduces the power supply regulation between an overload and a complex using. But it sometimes occurs a power supply regulation in In-situ thermal response test. In this case getting of k,$R_b$ requires delay times and restored normal state. However, the effect of the delay times and restored normal state on the soil thermal conductivity and borehole thermal resistance is very small. Therefore it is possible to use a generally accepted delay times and restored normal state in the analysis. In this work, it is also shown that an acceptable range of ${\Delta}k$, ${\Delta}R_b$ for normal state and regulation state might be approximately 0.01-0.16W/m k, and -0.004-0.007m K/W, respectively. Thus, restored normal state of power supply regulation is valuable to recommend.

Thermal Conductivity from an in-situ Thermal Response Test Compared with Soil and Rock Specimens under Groundwater-bearing Conditions (지하수 부존지역에서의 토질 및 암석 시료와 현장 열응답시험의 열전도도 비교)

  • Kim, Jin-Sung;Song, Sung-Ho;Jeong, Gyo-Cheol
    • The Journal of Engineering Geology
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    • v.23 no.4
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    • pp.389-398
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    • 2013
  • Studies of the thermal properties of various rock types obtained from several locations in Korea have revealed significant differences in thermal conductivities in the thermal response test (TRT), which has been applied to the design of a ground-source heat pump system. In the present study, we aimed to compare the thermal conductivities of the samples with those obtained by TRT. The thermal conductivities of soil and rock samples were 1.32W/m-K and 2.88 W/m-K, respectively. In comparison, the measured TRT value for thermal conductivity was 3.13W/m-K, which is 10% higher than that of the rock samples. We consider that this difference may be due to groundwater flow because abundant groundwater is present in the study area and has a hydraulic conductivity of 0.01. It is natural to consider that the object of TRT is to calculate the original thermal conductivity of the ground, following the line source theory. Therefore, we conclude that the TRT applied to a domestic standing column type well is not suitable for a line source theory. To solve these problems, values of thermal conductivity measured directly from samples should be used in the design of ground-source heat pump systems.

Thermal characteristics of energy textile by performing in-situ thermal response test (현장 열응답시험을 통한 에너지 텍스타일의 열적 거동 평가)

  • Lee, Chulho;Yoon, Sangbong;Han, Eunseon;Jeoung, Jae-Hyeung;Choi, Hangseok
    • 한국신재생에너지학회:학술대회논문집
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    • 2010.06a
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    • pp.167.2-167.2
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    • 2010
  • 본 연구에서는 지열 에너지원으로써 터널 내부 벽면의 항온성을 이용하여 터널 외벽에 텍스타일 형태의 열교환기를 설치하고 열적 거동을 평가하였다. 터널의 라이닝 부분에서는 여러 가지 요인에 의해 지하수가 터널 내부로 유입하게 되므로 지하수의 유무에 대한 열적 거동 및 유동액의 순환 속도에 따른 영향, 열교환 파이프 배열 형태에 따른 영향을 현장 시험 시공과 현장 열응답시험을 통하여 평가하고자 하였다. 또한 3-D 유한체적해석 프로그램(FLUENT)을 이용하여 숏크리트와 라이닝의 열전도도를 고려한 열교환기의 성능을 분석하였다. 수치해석 결과 열교환 파이프 주변에 지하수의 흐름이 존재할 경우 열전달이 상대적으로 더 원활히 이루어졌으며 순환속도가 빠를 때 보다 느릴수록 효율이 높게 나타났다. 또한, 파이프의 간격이 넓을수록, 파이프의 길이가 길수록 효율이 높게 나타났다. 라이닝 및 숏크리트의 열전도도가 증가함에 따라 에너지 텍스타일의 열전달 효율이 높게 나타났다. 현장 시험을 통해 비슷한 길이의 파이프가 사용된 경우, 파이프 배열 형태에 따라 수평형보다는 수직형 배열의 효율이 높게 측정되었다.

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A Study on Regional Distribution of the Ground Effective Thermal Conductivity (지중 유효 열전도도의 지역별 분포)

  • Kong, Hyoung Jin;Kwon, Soon-Ki;Ji, Seung Gyu
    • Transactions of the KSME C: Technology and Education
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    • v.4 no.1
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    • pp.43-47
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    • 2016
  • Ground source heat pump(GSHP) systems is known as environmental friendly and energy saving. Especially a ground heat exchanger is an important unit that determines the thermal performance of a system and initial cost. In design phase of vertical GSHP system, it is recommended that the effective borehole thermal resistance, be determined from in-situ thermal response test. In this study, ground effective thermal conductivity was categorized by a region. As a result of the study, the ground thermal conductivity of national average was analyzed as 2.56 W/mK. The highest regional average of thermal conductivity is 2.68 W/mK in Seoul, and the lowest is 2.28 W/mK in Busan. Also, the thermal conductivity on the coast has been analyzed approximately 30% lower than the average.

Evaluation of Ground Effective Thermal Properties and Effect of Borehole Thermal Resistance on Performance of Ground Heat Exchanger (지중 유효 열물성 산정 및 지중열교환기 성능에 대한 보어홀 열저항의 영향)

  • Sohn, Byonghu
    • Journal of the Korean Society for Geothermal and Hydrothermal Energy
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    • v.8 no.4
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    • pp.32-40
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    • 2012
  • Geothermal heat pump(GHP) systems use vertical borehole heat exchangers to transfer heat to and from the surrounding ground via a heat carrier fluid that circulates between the borehole and the heat pump. An Important feature associated with design parameters and system performance is the local thermal resistances between the heat carrier flow channels in the borehole and the surrounding ground. This paper deals with the in-situ experimental determination of the effective thermal properties of the ground. The recorded thermal responses together with the line-source theory are used to determine the thermal conductivity and thermal diffusivity, and the steady-state borehole thermal resistance. In addition, this paper compares the experimental borehole resistance with the results from the different empirical and theoretical relations to evaluate this resistance. Further, the performance simulation of a GHP system with vertical borehole heat exchangers was conducted to analyze the effect of the borehole thermal resistance on the system performance.

Evaluation on in-situ Heat Exchange Efficiency of Energy Slab According to Pipe Materials and Configurations (파이프 재질 및 형태에 따른 에너지 슬래브의 현장 열교환 성능 평가)

  • Lee, Seokjae;Oh, Kwanggeun;Han, Shin-in;Park, Sangwoo;Choi, Hangseok
    • Journal of the Korean Society for Geothermal and Hydrothermal Energy
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    • v.13 no.4
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    • pp.1-7
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    • 2017
  • The energy slab is a ground coupled heat exchanger equipped in building slab structures, which represents a layout similar to the horizontal ground heat exchanger (GHEX). The energy slab is installed as one component of the floor slab layers in order to utilize the underground structure as a hybrid energy structure. However, as the energy slab is horizontally arranged, its thermal performance is inevitably less than the conventional vertical GHEXs. Therefore, stainless steel (STS) pipes are alternatively considered as a heat exchanger instead of high density polyethylene (HDPE) pipes in order to enhance thermal performance of GHEXs. Moreover, not only a floor slab but also a wall slab can be utilized as a heat-exchangeable energy slab in order to maximize the use of underground space effectively. In this paper, four field-scale energy slabs were constructed in a test bed, which consist of the STS and HDPE pipe, and a series of thermal response tests (TRTs) was conducted to evaluate relative heat exchange efficiency per unit pipe length according to the pipe material and the configuration of energy slabs. The energy slab equipped with the STS pipe shows higher thermal performance than the energy slab with the HDPE pipe. In addition, thermal performance of the wall-type energy slab is almost equivalent to the floor-type energy slab.

Mechanical Properties of Cement Material for Energy-Foundation (EF) Structures

  • Park, Yong-Boo;Choi, Hang-Seok;Sohn, Jeong-Rak;Sim, Young-Jong;Lee, Chul-Ho
    • Land and Housing Review
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    • v.3 no.1
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    • pp.83-88
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    • 2012
  • In this study, physical characteristics of cement and/or concrete materials that are typically used for energy-foundation (EF) structures have been studied. The thermal conductivity and structural integrity of the cement-based materials were examined, which are commonly encountered in backfilling a vertical ground heat exchangers, cast-in-place concrete piles and concrete lining in tunnel. For this purpose the thermal conductivity and unconfined compression strength of cement-based materials with various curing conditions were experimentally estimated and compared. Hydration heat generated from massive concrete in the cast-in-place concrete energy pile was observed for 4 weeks to estimate its dissipation time in the underground. The hydration heat may mask the in-situ thermal response test (TRT) result performed in the cast-in-place concrete energy pile. It is concluded that at least two weeks are needed to dissipate the hydration heat in this case. In addition, a series of numerical analysis was performed to compare the effect of thermal property of the concrete material on the cast-in-place pile.

A Study on the Effects of Design Parameters of Vertical Ground Heat Exchanger on the Borehole Thermal Resistance (수직밀패형 지중열교환기의 설계인자가 보어홀 전열저항에 미치는 영향에 관한 연구)

  • Chang, Keun Sun;Kim, Min-Jun
    • Journal of the Korea Academia-Industrial cooperation Society
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    • v.19 no.10
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    • pp.128-135
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    • 2018
  • Currently, vertical closed ground heat exchangers are the most widely utilized geothermal heat pump systems and the major influencing parameters on the performance of ground heat exchangers are the ground thermal conductivity(k) and borehole thermal resistance($R_b$). In this study, the borehole thermal resistance was calculated from the in-situ thermal response test data and the individual effects of design parameters (flow rate, number of pipe, grout composition) on the borehole thermal resistance were analyzed. The grout thermal resistance was also compared with the correlations in the literatures. The borehole thermal resistance of the investigated ground heat exchanger results in 0.1303 W/m.K and the grout thermal resistance (66.6% of borehole thermal resistance) is the most influencing parameter on borehole heat transfer compared to the other design parameters (pipe thermal resistance, 31.5% and convective thermal resistance, 1.9%). In addition, increasing the thermal conductivity of grout by adding silica sand to Bentonite is more effective than the other design improvements, such as an increase in circulating flowrate or number of tubes on enhancing borehole heat transfer.

Study on Thermal Behavior and Design Method for Coil-type PHC Energy Pile (코일형 PHC 에너지파일의 열적 거동 및 설계법에 관한 연구)

  • Park, Sangwoo;Sohn, Jeong-Rak;Park, Yong-Boo;Ryu, Hyung-Kyou;Choi, Hangseok
    • Journal of the Korean Geotechnical Society
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    • v.29 no.8
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    • pp.37-51
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    • 2013
  • An energy pile encases heat exchange pipes to exchange thermal energy with the surrounding ground formation by circulating working fluid through the pipes. An energy pile has many advantages in terms of economic feasibility and constructability over conventional Ground Heat Exchangers (GHEXs). In this paper, a coil-type PHC energy pile was constructed in a test bed and its thermal performance was experimentally and numerically evaluated to make a preliminary design. An in-situ thermal response test (TRT) was performed on the coil-type PHC energy pile and its results were compared with the solid cylinder source model presented by Man et al. (2010). In addition, a CFD numerical analysis using FLUNET was carried out to back-analyze the thermal conductivity of the ground formation from the Ttype PHC energy RT result. To study effects of a coil pitch of the coil-type heat exchange pipe, a thermal interference between the heat exchange pipes in PHC energy piles was parametrically studied by performing the CFD numerical analysis, then the effect of the coil pitch on thermal performance and efficiency of heat exchange were evaluated. Finally, an equivalent heat exchange efficiency factor for the coil-type PHC energy pile in comparison with a common multiple U-type PHC energy pile was obtained to facilitate a preliminary design method for the coil-type PHC energy pile by adopting the PILESIM2 program.