Preliminary Design and Development of Open Field Antenna Test Site

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Preliminary Design and Development of Open Field Antenna Test Site A. Ignatius Agung Wibowo 1, *,B. Mohammad Zarar Mohamed Jenu 1 and C. Alireza Kazemipour 1 1 Faculty of Electrical & Electronic Engineering, UTHM *Corresponding email: agung@uthm.edu.my Abstract An open area test site (OATS) for electromagnetic compatibility (EMC) antennas calibration will be built at the campus of Universiti Tun Hussein Onn Malaysia (UTHM) in Batu Pahat, Johor, Malaysia. The calibration of the EMC antenna mainly is to determine the antenna factor (AF). The development of the test site will be through modeling, simulation, selection of test site location, test site construction, and evaluation phases. The location of the test site will be selected so that it will have low ambient noise. The test site will be constructed based on the specification obtained from the model and simulation. Site attenuation measurements will be performed to evaluate the quality of the test site. This paper discusses a preliminary design and development of the test site includes feasibility study, design of the site construction, and measurements on site attenuation for site validation. Keywords: Electromagnetic compatibility, antenna, open field test site, measurement. 1

1. INTRODUCTION The rapid development of domestic and commercial electrical and electronic equipments increased the demand for electromagnetic compatibility (EMC) test to comply radiated emission requirements from governing body. EMC testing can be in the form of conducted and radiated emissions measurements. For radiated emissions the most commonly used measurement techniques are antenna-based measurements in screened rooms, anechoic chambers, open area test sites (OATS), and gigahertz transverse electromagnetic (GTEM) cells. An OATS often becomes a choice for EMC testing because it is fast, efficient and low cost compared to the other techniques. The OATS should be located in an area of low RF ambient. It must be far away from above ground or underground electromagnetic reflecting objects. In the OATS, the electromagnetic field emanating from the equipment under test (EUT) is measured using an antenna. To obtain valid measurements, the antenna must be precisely calibrated. The calibration of the EMC antenna is to determine the antenna factor (AF) [3]. In general, AFs provided with the antenna usually are not adequate for valid measurement. AF is a parameter of an antenna which relates the value of the incident electromagnetic field to the voltage at the output of the antenna. An OATS can be classified as a calibration test site (CALTS) or compliant test site (COMTS). A CALTS is an OATS that complies with the tightly specified site attenuation specifications. A CALTS is used for determining the parameters of an EMC antenna. A COMTS is an OATS that has less stringent specifications than a CALTS. A COMTS is used for performing radiated emission measurement [1]. The validation of a test site is performed using site attenuation (SA) measurement. Site attenuation is defined as the minimum site insertion loss measured between two polarization-matched antennas located on a test site when one antenna is moved vertically over a specified height range and the other is set at a fixed height. Normalized site attenuation (NSA) is the site attenuation which is divided by the product of the antenna factors for the two antennas used. For a COMTS, NSA must be within 4 db while for a CALTS, NSA must be within 1 db of the theoretical NSA in the frequency range of 30 1000 MHz [1]. Basically there are two calibration methods i.e. the standard site method (SSM) and the reference antenna method (RAM). The SSM requires a standard antenna calibration site. There must be three SA measurements under identical geometries using three different antennas taken in pairs. The antenna factors for each antenna are then calculated. The RAM uses a tuned half-wave dipole antenna as a reference to derive the AF of the unknown antenna. In this method a field is generated using any type of antenna. The field is then measured using he reference antenna and the unknown antenna. The difference in the measured field strength is the difference in AFs between the reference antenna and the unknown antenna [3]. 2. FEASIBILITY STUDY A feasibility study has to be done to evaluate the candidate location for the test site. Ambient noise must be the fist to be considered in the feasibility study. If the ambient noise in a location is too excessive then the test site can not be built in that place. CISPR 16-1 uses 6 db measurement signal level above the ambient noise to categorize the quality of a test site. The best one if the measurement signals are 6 db above the ambient noise for the entire measurement range [1]. An ambient noise measurement has been performed at the candidate location of the test site in UTHM campus area using a log periodic antenna EMCO 3146 in the frequency 200 1000 MHz [6]. The result is shown in Fig. 1. Significant amount of noise appears at the frequencies of 390, 462, 633, 921, 930, 939, 948, and 957 MHz with the peak value ranges from 42.51 to 70 dbµv. These are broadcast and GSM signals, which are considered normal 2

International Journal of Integrated Engineering (Issue on Electrical and Electronic Engineering) and found almost everywhere nowadays. In addition the measurement in this site will not be in those frequencies. Therefore the location is considered feasible to build a test site. 3. TEST SITE CONSTRUCTION The test site which will be built is a 10 m CALTS, therefore the size of the minimum required site will be the obstruction free ellipse, i.e. 20 m length by 17.3 m width [1][2]. Fig. 1 Ambient electromagnetic noise around proposed CALTS location Depth(m) Distance(m) BH1 5 10 15 20 25 30 35 BH2 0 Ground Water Table 10 Very Soft to Very Stiff Clay 20 Pinnacles 30 Lensa Sand Pinnacles Hard Clay Sinkhole 40 Sinkhole Limestonee 50 Fig. 2 Geological structure at UTHM campus area reinforced mesh concrete 30-40 ground groundin 1 m ground 3-4 m water woode n piles Fig. 3 Conceptual design of the site construction The concretee base will be designed using soil quality data (boring log) and geological structure data as depicted in Fig. 2. Since the soil is very soft, the concrete must be supported using wooden piles to avoid it from cracking and slow dropping. The ground water table is found to be very shallow ( 1 m) which makes easier for groundingg of the ground plane. Fig. 3 shows the conceptual design of the site construction. 4. SITE ATTENUATION MEASUREMENT SA measurement for 3 m separation antenna distance has been performed to evaluate the quality of the site [7]. The measurement setup is shown in Fig. 4. The measurements weree performed with two antennas oriented horizontally with respect to the ground. Mesh ground plane with the geometry known as Special Plane I [5] as illustrated in Fig. 5 was used in this measurement. A waveform produced by a signal generator was fed to the transmit antenna to create an electromagnetic field. The height of the transmit antenna was kept constant while the receive antenna scanned the field emanating from the transmit antenna from 1 m up to 4 m. The process was done repeatedly from frequency 30 MHz to 1000 MHz. The maximum peak was then recordedd by a spectrum analyzer which measured the field strength received by the receive antenna. V 2 m 3 1 Fig. 4 Antenna configuration for NSA measurement 4 V 3

V SITE AF T AF R cable to the spectrum analyzer are directly connected. : received voltage measured at the spectrum analyzer when the cables are connected to the respective antennas. : the transmit antenna factor : the receive antenna factor The results of the measurements and calculations are listed in Table 1 and plotted as Fig. 5 Mesh ground plane geometry a graph as shown in Fig. 6. It can be seen that the measured NSA curve is quite close to the The theoretical SA is related to the antenna theoretical NSA curve. Around 70% measured factors of the receive and transmit antennas as NSAs are within 1 db band and only 2 are given by the following formula [4]: outside 4 db band. It means that the quality of the site is quite good although is not valid yet 279.1AF AFT for A (1) antenna calibration. Some improvements f E M R max D where f M : frequency (MHz) AF R : antenna factor of receiving antenna AF T : antenna factor of transmitting antenna max E D : maximum electric field in receivingantenna height-scan range from a theoretical half wave dipole with 1pW of radiated power. The theoretical NSAs (NSA t ) for each frequency were then calculated using the following formula: NSA A t AF AF (2) R T The measured NSAs (NSA m ) for each frequency were calculated from the measurement data using the following formula [1]: NSA m = V DIRECT V SITE AF T AF R (3) where V DIRECT : received voltage measured at the spectrum analyzer when the cable from the signal generator and the have to be taken on the equipments and measurement method in order to get better result. Table 1: NSA Measurement Data for Horizontal Polarization f (MHz) V DIRECT (dbµv) V SITE (dbµv) AF T AF R NSA m (db) NSA t (db) 30 96.626 58.352 14.8 18.9 4.574 15.8 40 96.483 63.633 12 12.7 8.150 11.3 50 96.335 72.514 10.4 9 4.422 7.8 60 96.290 74.934 9.7 7.1 4.556 5 70 96.127 77.221 9.5 6.9 2.506 2.8 80 96.076 77.271 9.7 7.7 1.405 0.9 90 95.885 77.034 10.3 8.8-0.248-0.7 100 95.827 77.530 10.9 9.2-1.803-2 120 95.569 80.158 11.8 7.9-4.289-4.2 140 95.540 81.135 12.4 8.2-6.194-6 160 95.483 80.280 13 9.7-7.497-7.4 180 95.266 80.038 13.6 10.1-8.472-8.6 200 95.076 79.672 15 10.2-9.795-9.6 250 94.877 77.362 12.3 12.5-7.285-11.9 300 94.685 75.752 14.6 14.2-9.867-12.8 400 94.178 77.406 15.8 16.4-15.428-14.8 500 93.491 74.779 17.9 17.9-17.088-17.3 600 93.165 71.576 18.9 20.3-17.611-19.1 700 92.816 68.033 21.6 22-18.817-20.6 800 92.191 70.166 21.4 22.2-21.575-21.3 900 91.858 68.686 22.7 23.6-23.128-22.5 1000 91.798 66.726 24.5 24.1-23.528-23.5 4

NSA (db) 30 20 10 0 10 20 NSA for horizontal polarization Theoretical 30 0 100 200 300 400 500 600 700 800 900 1000 f (MHz) Fig. 6 Comparison between theoretical and measured NSA at candidate location 7. CONCLUSION A preliminary study on the development of an antenna calibration open field test site has been presented. The feasibility study reveals that the test site is feasible to be built at the candidate location. A conceptual design of the site construction has been created. It can be developed further by the contractor of the test site construction. The preliminary measurements on the site attenuation have been performed and analysed. The results are promising and the development of an antenna calibration open field test site in UTHM can be continued. Min Max Measured [4] J. A. A. Smith, R. F. German and J. B. Pate, Calculation of Site Attenuation from Antenna Factors, IEEE Transactions on Electromagnetic Compatibility, vol. EMC- 24, No. 3, August 1982. [5] S. Battermann and H. Garbe, Effects of Realistic Ground Planes to NSAmeasurement of Open Area Test Sites (OATS), in 27th General Assembly of the International Union of RadioScience (URSI), Nederlands, 2002. [6] S. S. Sinan, Ambient Noise Reduction in Open Area Test Site(OATS) Measurement, Thesis, UTHM, 2009. [7] H. Z. Abidin, Evaluation of Normalized Site Attenuation of an Open Area Test Site, Thesis, UTHM, 2009. ACKNOWLEDGMENT The authors thank EMC Center Universiti Tun Hussein Onn Malaysia Johor for providing facilities to do this research work. REFERENCES [1] IEC, Specification for Radio Disturbance and Immunity Measuring Apparatus and Methods, CISPR 16-1, 2007. [2] ANSI, American National Standard Guide for Construction of Open-Area Test Sites for Performing Radiated Emission Measurements, ANSI C63.7, 1998. [3] ANSI, American National Standard for Electromagnetic Compatibility Radiated Emission Measurements in Electromagnetic Interference (EMI) Control Calibration of Antennas, ANSI C63.5, 1989. 5

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