• Title/Summary/Keyword: Time-domain reflectometry (TDR)

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Tempereture Dependent Dielectric Relaxation Study of Aniline in Dimethylsulphoxide and Dimethlformamide Using Time Domain Technique (시간분해기법을 이용한 디메틸 술폭사이드와 디메틸 포름아미드-아닐린용액에서 온도의존 유전이완에 관한 연구)

  • Chaudhari, Ajay;Patil, C.S.;Shankarwar, A.G.; Arbad, B.R.;Mehrotra, S.C.
    • Journal of the Korean Chemical Society
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    • v.45 no.3
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    • pp.201-207
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    • 2001
  • The dielectric relaxation study for aniline-dimethylsulphoxide (DMSO) and aniline-dim.ethylformamide(DMF) has been carried out using the Time domain reflectometry (TDR) technique, at different temperature and concentrations, in the frequency range of 10 MHz to 10 GHz. The dielectric parameters viz. static permittivity, relaxation time, the Kirkwood correlation factor, excess permittivity, excess inverse relaxation time and thermodynamic parameters have been obtained. The calibration method based on least squares fit method has been used. The dielectric parameters show systematic change with temperature and concentrations.

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Application of Time Domain Reflectometry to the Monitoring or Rock Mass Deformation with Coaxial Cable (동축 케이블을 이용한 시간영역 반사법의 암반변위 계측에의 적용)

  • 정슬람;정소걸;정현기;박철환;박철환;이희근
    • Tunnel and Underground Space
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    • v.6 no.4
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    • pp.306-315
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    • 1996
  • This paper presents an application of the TDR(Time Domain Reflectometry) to the monitoring of the deformation of rock mass with grouted coaxial cables through laboratory tests. The grouted cable can easily deform together with the rock mass movements, and the deformed cable loses its original capacitance and the reflected waveform produced along the deformed cable consequently represents a change of voltage pulse. Therefore, it is possible to monitor the deformation of rock mass by measuring the changes in these reflection signatures. Shear test of the cemented mortar containing a specimen of coaxial cable showed that the shear deformation correlated linearly with the reflection coefficient, so the TDR was effective to monitor the displacement of the rock mass. Bending test were carried out in order to determine the influence of the crooked cables on the monitoring of rock mass movements. Controlled cirmping and shearing test upon a cable of 50 m long, 12.7 mm diameter showed not only the fact that the reflection amplitudes decreased as the cable length increased but also the proper crimping depth, width and interval between two adjacent crimps. Two coaxial cables-one 100 m long and other 175m long-were installed and grouted into the separate boreholes drilled in a sedimentary formation. The behavior of the cable was monitored with metallic TDR cable tester to measure rock mass deformation based on the interpretative techniques developed through laboratory tests.

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Development of Buried Type TDR Module for Leak Detection from Buried Pipe (매설관 주변부 누수 탐지를 위한 매설형 TDR 모듈 개발)

  • Hong, Wontaek
    • Journal of the Korean GEO-environmental Society
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    • v.22 no.11
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    • pp.31-37
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    • 2021
  • To prevent accidents due to the cavities and loosened layers formed due to water leakage from the deteriorated buried pipes, evaluation of the changes in water contents around the buried pipes is required. As a method to evaluate the water contents of the soils, time domain reflectometry (TDR) system can be adopted. However, slender electrodes used in standard TDR probe may be damaged when buried in the ground. Thus, in this study, buried type TDR module was developed for the evaluation of the water contents with maintaining required shape of the electrodes in the ground. The TDR module is composed of three electrodes connected to the core conductor and outer conductor and a casing to prevent deformation and maintain alignment of the electrodes in the ground. For the verification of TDR waveforms measured using the TDR module, comparative analysis was conducted with the TDR waveforms measured using the standard TDR probe, and the relationship between the volumetric water content of the soils and the travel time of the guided electromagnetic wave was constructed. In addition, a model test was conducted to test the applicability of the buried type TDR module, and the experimental result shows that the TDR module clearly evaluates the changes in volumetric water contents due to the leakage from the modeled buried pipe. Therefore, the buried type TDR module may be effectively used for the health monitoring of the buried pipe and the evaluation of the water contents around the pipes buried in the urban pavements.

Soil Water Characteristic Curve Using Volumetric Pressure Plate Extractor Incorporated with TDR System (TDR 측정시스템이 도입된 압력판 추출 시험기를 이용한 흙-함수특성곡선 연구)

  • Jung, Young-Seok;Sa, Hee-Dong;Kang, Seonghun;Oh, Se-Boong;Lee, Jong-Sub
    • Journal of the Korean Geotechnical Society
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    • v.31 no.8
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    • pp.17-28
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    • 2015
  • The purpose of this study is to measure the volumetric water content of unsaturated soils during drying and wetting process by using volumetric pressure plate extractor (VPPE) incorporated with time domain reflectometry (TDR). The VPPE consists of a pressure cell, a pressure regulator, a burette system and a TDR probe. Two samples with different initial void ratios were prepared in the pressure cell, and the air pressure at the range of 0.1 kPa - 50 kPa was applied to adjust the matric suction by the pressure regulator. The burette system was used to measure the volumetric water content change of the sample according to the matric suction. In addition, the TDR probe, installed in the cell, was used to evaluate the dielectric constant from the reflected signal of the electromagnetic wave at the probe. The volumetric water content of specimen was estimated by the empirical equation between the volumetric water content and dielectric constant, which was calibrated with the Jumunjin sand. The test results show that the volumetric water content calculated by TDR probe is strongly correlated to the measured value by burette system. The hysteresis occurs during drying and wetting process. Furthermore, the degree of hysteresis reduces in the repeated process. This study suggests that TDR may be effectively used to evaluate the water content soil for the determination of water characteristic curve of unsaturated soils.

Extraction of Electrical Parameters for Single and Differential Vias on PCB (PCB상 Single 및 Differential Via의 전기적 파라미터 추출)

  • Chae Ji Eun;Lee Hyun Bae;Park Hon June
    • Journal of the Institute of Electronics Engineers of Korea SD
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    • v.42 no.4 s.334
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    • pp.45-52
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    • 2005
  • This paper presents the characterization of through hole vias on printed circuit board (PCB) through the time domain and frequency domain measurements. The time domain measurement was performed on a single via using the TDR, and the model parameters were extracted by the fitting simulation using HSPICE. The frequency domain measurement was also performed by using 2 port VNA, and the model parameters were extracted by fitting simulation with ADS. Using the ABCD matrices, the do-embedding equations were derived probing in the same plane in the VNA measurement. Based on the single via characterization, the differential via characterization was also performed by using TDR measurements. The time domain measurements were performed by using the odd mode and even mode sources in TDR module, and the Parameter values were extracted by fitting with HSPICE. Comparing measurements with simulations, the maximum calculated differences were $14\%$ for single vias and $17\%$ for differential vias.

Study on Characteristics of Controlled Low Strength Material Using Time Domain Reflectometry (시간영역반사법을 이용한 유동성 채움재의 특성 연구)

  • Han, Woojin;Lee, Jong-Sub;Byun, Yong-Hoon;Cho, Samdeok;Kim, Juhyong
    • Journal of the Korean GEO-environmental Society
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    • v.17 no.4
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    • pp.33-37
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    • 2016
  • The hydration process of Controlled Low Strength Material (CLSM) used for backfill is the primary factor to determine the construction period. The objective of this study is to monitor the hydration process of CLSM using the Time Domain Reflectometry (TDR) and to establish the relationship between dielectric constant and compressive strength. The CLSM specimen is composed of cement, flyash, silt, sand, accelerator, and water. The material characteristics of the CLSM including flow, unit weight, compressive strength are investigated. To measure the dielectric constant of the CLSM during the curing time, TDR probe incorporated with a mold and a reflectometer are used. Experimental results show that the dielectric constant remains constant at early stage, and then decreases as the curing time increases. In addition, the dielectric constant is related to the compressive strength in inverse power function. This paper suggests that the TDR technique may be used as a non-destructive testing method in order to estimate the compressive strength of the CLSM mixture under construction.

TDR을 이용한 토양함수량과 토양염도의 측정 -원리 및 적용-

  • 정상욱
    • Magazine of the Korean Society of Agricultural Engineers
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    • v.38 no.4
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    • pp.53-62
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    • 1996
  • 작물의 최대 수확을 위한 관개계획은 작물의 수분장력 스트래스와 삼투스트래스를 최소화 시킬 수 있도록 언제 얼마의 물을 어떤 속도로 공급해 줄 것인가를 결정하는 것이다. 이는 토양, 작물 및 대기의 여러 가지 요소를 측정하여 결정할 수 있다. 관개속도는 주로 토양의 투수계수에 의하여 결정되지만 관개시간과 양은 토양함수량과 경우에 따라서는 토양염도에 의하여 결정된다. Time Domain Reflectometry (TDR)는 한 개의 탐침으로 토양 함수량과 토양염도를 동시에 측정하는 새로운 기법이다. TDR의 측정원리와 상업용 TDR장비에 대하여 자세히 설명하였다. TDR 탐침의 간격, 직경 및 길이의 제한요소를 토양함수량과 전기전도도의 함수로 나타내었다. 토양 columm 및 현장에서의 TDR 전극 삽입과 케이블테스터의 신속한 분리기법과 토양층에 TDR 탐침을 영구히 설치하는 기법에 대하여 자세히 설명하였다.

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A Study on Improving TDR Performance Using Gaussian Envelope Input Signal and Cross Correlation Function (가우시안 입력신호와 상호상관관계 함수를 이용한 TDR 성능향상에 관한 연구)

  • Choe, Tok-Son;Yoon, Tae-Sung;Park, Jin-Bae
    • Proceedings of the KIEE Conference
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    • 2003.07d
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    • pp.2262-2264
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    • 2003
  • 본 논문에서는 도선의 결함 유무와 결함 위치를 측정하는 방법으로 널리 사용되고 있는 시간 영역 반사파 처리 기법(Time Domain Reflectometry : TDR)의 성능 향상을 위하여 가우시안 형태를 가지는 입력 신호와 상호 상관 관계 함수를 이용한 신호 처리 방법을 제안한다. 일반적으로 TDR은 입력 신호와 반사 신호의 시간 지연을 측정해서 결함 위치를 측정하게 되므로, TDR 방법으로 결함 위치를 측정하는데 있어 시간축 분해능의 정도에 따라 측정 방법의 성능이 크게 좌우된다. 따라서, 본 논문에서는 제한된 시간축 분해능에서 결함 위치 측정의 정확도를 향상시키기 위해 가우시안 형태를 갖는 입력 신호 및 반사 신호와의 상호 상관관계 함수를 사용한다. 한편, 실제 도선에 적용하여 기존의 TDR 방법과 측정 성능을 비교 분석함으로써 본 논문에서 제안하는 방법의 우수성을 검증한다.

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A study on the test methods for detection device of cable fault type and location (케이블 고장 종류, 위치 검출장치 시험 방법에 관한 연구)

  • Oh, Hun;Jeon, Jeong-Chay;Kim, Taek-Hee;Yoo, Jae-Geun;Ko, Bong-Woon
    • Proceedings of the KIPE Conference
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    • 2015.07a
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    • pp.7-8
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    • 2015
  • TDR(Time Domain Reflectometry) technology can detect cable fault type and location. This paper is to evaluate the performance of the cable TDR device. Therefore, this paper describe methods and elements of tests.

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Equivalent Circuit Model for Four Port Connector System (4포트 커넥터 시스템의 등가회로 변환에 관한 연구)

  • Shim, Min-Kyu;Kim, Jong-Min;Nah, Wan-Soo
    • The Transactions of The Korean Institute of Electrical Engineers
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    • v.56 no.6
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    • pp.1105-1110
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    • 2007
  • This paper describes an equivalent circuit modeling of 4-port connector system. A coupled transmission line was designed and fabricated, mimicking a 4-port connector system, and then S-parameters were measured using 4 port VNA (Vector Network Analyzer). The S-parameters from measurement and from Full-wave simulator coincided quite nice. By using these S parameters, an equivalent circuit parameters for a 4-port system was obtained. The time domain response from the equivalent circuit model matched to the signals, which was measured using TDR(Time Domain Reflectometry) meter. We were also convinced that there should be enough bandwidth to get a meaningful time domain result from Fourier inverse transformation of the S parameters. In addition, we applied the conversion algorithm to the 4-port connector system, which calculates the S-parameters of a 4 port system using the data from a 2-port VNA with the other ports open. Comparison of the two data, one from measurement and the other one from the conversion algorithm, was made in this manuscript.