Multipath Delay Profile Prediction On A Workstation For Urban Mobile Radio Communications

T. Takeuchi, M. Sako, S. Yoshida
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The multipath delay characteristics of service area is an important information for the system design. Generally, field measurement is conducted to investigate the multipath delay, which is time-consuming and uneconomical. A deterministic approach, such as the prediction of multipath propagation environment for the concerned place can be quite worthwhile to design the mobile radio system, if the topological information is available. There have been some works to estimate the statistical characteristics of mobile radio channel according to building map data [21[3]. However, they have not predicted the exact multipath delay profile at arbitrary receiving point, which will sometimes good information to evaluate the service area and system performance. This paper proposes a method to predict multipath delay profiles in urban areas assuming building-wall-scattered waves and direct-diffixted waves based on a building topological database, where the delay profile prediction system was realized on a workstation. And it is shown that the predicted power delay profiles are coincide with the measured ones, 2.0 Principle The proposed method predicts direct-dz$acted waves (diffracted wave travels on the line connecting between the transmitting and the receiving antennas) and building-wall-scattered wuves arriving at a receiving point based on a building topological database. 2.1 Building topological database The building topological database contains the building positions and heights expressed by wall-vectors representing the outline of the building by rounding counterclockwise [4]. The data were digitized from building maps scaled 1/2500, and its accuracy is 1 m. The height of building, H , is calculated by the equation H = [3.8N + 2.51 (m), where [ ] denote the Gauss symbols and N is the number of story observed in the field inspection. In the prediction, it is assumed that all the buildings stand on a flat surface. 2.2 Delay profile prediction The propagation model assumed for delay profile prediction is composed of direct-diffracted waves and buildingwall-scattered waves. The direct-diffracted wave is the wave travels on the line connecting the transmitting and the receiving antennas, which becomes a direct wave when no diffracting objects exist on the line. The buildingwall-scattered waves are the waves scatters on the building wall. For saving the computing time, only the buildingscattered-waves scattering on the wall visible from the transmitting antenna spre predicted. The signal strength of directdiffracted waves is calculated for each receiving point by counting the Wfraction loss caused by all the buildings on the line between the transmitting and the receiving antennas, using multiple knife edge model. On the other hand, in the case of building-wall-scattered wave, the calculation is complicated. The signal strength of the wave scattering on the wall is calculated by following radar equation, where P,, is the received power from w, scattering wall, Pi is transmitting power, Gt is the transmitting antenna gain, U, is the bistatic cross-section of TIth scattering wall, A, is an effective section of the receiving antenna, and dl and d2 are the distance between the transmitting antenna and the scattering wall, and the distance between scattering wall and the receiving antenna, respectively. The bistatic cross-section U,, is calculated by following equation according to the approximation of physical optics assuming that the building wall is a smooth metal plate [51, where IC = 2n/A, A is wave length, W and L are the width and the height of the visible portion of the wall, respectively, 4in, ( b, , e,,, and Or, are the angles shown in the Fig. 1. Generally the U, has a mainlobe to the","PeriodicalId":254396,"journal":{"name":"IEEE International Symposium on Personal, Indoor and Mobile Radio Communications.","volume":"1 1","pages":"0"},"PeriodicalIF":0.0000,"publicationDate":"1991-09-23","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"1","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"IEEE International Symposium on Personal, Indoor and Mobile Radio Communications.","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.1109/PIMRC.1991.571456","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
引用次数: 1

Abstract

A multipath delay profile prediction system without any field measurement is proposed. The applied method is purely theoretical one assuming a direct-diffracted wave from transmitting antenna and the waves scattered on the walls visible from transmitting antenna as incident waves at a receiving point. The prediction system has been realized on a workstation. Comparison with measured results shows good agreement with the predicted. 1.0 Introduction Digital mobile radio communication provides various changes in the mobile telecommunications [ 13. However, its performance is greatly dependent on the multipath delay characteristics, because the bit error is due to the channel distortion caused by frequency selective fading. The multipath delay characteristics of service area is an important information for the system design. Generally, field measurement is conducted to investigate the multipath delay, which is time-consuming and uneconomical. A deterministic approach, such as the prediction of multipath propagation environment for the concerned place can be quite worthwhile to design the mobile radio system, if the topological information is available. There have been some works to estimate the statistical characteristics of mobile radio channel according to building map data [21[3]. However, they have not predicted the exact multipath delay profile at arbitrary receiving point, which will sometimes good information to evaluate the service area and system performance. This paper proposes a method to predict multipath delay profiles in urban areas assuming building-wall-scattered waves and direct-diffixted waves based on a building topological database, where the delay profile prediction system was realized on a workstation. And it is shown that the predicted power delay profiles are coincide with the measured ones, 2.0 Principle The proposed method predicts direct-dz$acted waves (diffracted wave travels on the line connecting between the transmitting and the receiving antennas) and building-wall-scattered wuves arriving at a receiving point based on a building topological database. 2.1 Building topological database The building topological database contains the building positions and heights expressed by wall-vectors representing the outline of the building by rounding counterclockwise [4]. The data were digitized from building maps scaled 1/2500, and its accuracy is 1 m. The height of building, H , is calculated by the equation H = [3.8N + 2.51 (m), where [ ] denote the Gauss symbols and N is the number of story observed in the field inspection. In the prediction, it is assumed that all the buildings stand on a flat surface. 2.2 Delay profile prediction The propagation model assumed for delay profile prediction is composed of direct-diffracted waves and buildingwall-scattered waves. The direct-diffracted wave is the wave travels on the line connecting the transmitting and the receiving antennas, which becomes a direct wave when no diffracting objects exist on the line. The buildingwall-scattered waves are the waves scatters on the building wall. For saving the computing time, only the buildingscattered-waves scattering on the wall visible from the transmitting antenna spre predicted. The signal strength of directdiffracted waves is calculated for each receiving point by counting the Wfraction loss caused by all the buildings on the line between the transmitting and the receiving antennas, using multiple knife edge model. On the other hand, in the case of building-wall-scattered wave, the calculation is complicated. The signal strength of the wave scattering on the wall is calculated by following radar equation, where P,, is the received power from w, scattering wall, Pi is transmitting power, Gt is the transmitting antenna gain, U, is the bistatic cross-section of TIth scattering wall, A, is an effective section of the receiving antenna, and dl and d2 are the distance between the transmitting antenna and the scattering wall, and the distance between scattering wall and the receiving antenna, respectively. The bistatic cross-section U,, is calculated by following equation according to the approximation of physical optics assuming that the building wall is a smooth metal plate [51, where IC = 2n/A, A is wave length, W and L are the width and the height of the visible portion of the wall, respectively, 4in, ( b, , e,,, and Or, are the angles shown in the Fig. 1. Generally the U, has a mainlobe to the
城市移动无线电通信工作站多径时延预测
提出了一种无需现场测量的多径时延剖面预测系统。应用的方法是纯理论方法,假设发射天线的直接绕射波和发射天线可见的墙壁上的散射波作为接收点的入射波。该预测系统已在工作站上实现。实测结果与预测结果吻合较好。数字移动无线电通信为移动通信提供了多种变化[13]。然而,它的性能很大程度上取决于多径延迟特性,因为误码是由于频率选择性衰落引起的信道失真造成的。服务区的多径时延特性是系统设计的重要信息。一般采用现场测量的方法来研究多径时延,既费时又不经济。如果拓扑信息是可用的,一种确定性的方法,如对有关地点的多径传播环境的预测,对于设计移动无线电系统是很有价值的。已有一些根据建筑地图数据估算移动无线电信道统计特性的工作[21]。然而,他们并没有准确预测任意接收点的多径延迟分布,这有时将是评估服务区域和系统性能的良好信息。本文提出了一种基于建筑物拓扑数据库的假设建筑物墙壁散射波和直接散射波的城市多径延迟剖面预测方法,并在工作站上实现了延迟剖面预测系统。本文提出的方法基于建筑物拓扑数据库预测到达接收点的直接作用波(绕射波沿发射天线和接收天线之间的连接线传播)和建筑物墙壁散射波。2.1建筑拓扑数据库建筑拓扑数据库包含建筑的位置和高度,由代表建筑轮廓的墙体向量逆时针四舍五入表示[4]。数据来源于1/2500比例的建筑地图,其精度为1 m。建筑高度H的计算公式为:H = [3.8N + 2.51 (m),其中[]为高斯符号,N为现场观测层数。在预测中,假设所有的建筑物都位于一个平面上。2.2延迟剖面预测延迟剖面预测所假设的传播模型由直接绕射波和建筑壁散射波组成。直接绕射波是指在连接发射天线和接收天线的线路上传播的波,当该线路上没有绕射物体时,该波就成为直接波。墙体散射波是指散射在墙体上的波。为了节省计算时间,只对发射天线可见的建筑物在墙上的散射波进行预测。采用多刀口模型,通过计算发射天线与接收天线之间的线路上所有建筑物造成的Wfraction损耗,计算每个接收点的直绕射波信号强度。另一方面,在建筑物-墙体散射波的情况下,计算比较复杂。波在壁上散射的信号强度由以下雷达方程计算,其中P,,为从w散射壁接收的功率,Pi为发射功率,Gt为发射天线增益,U为th散射壁的双基地截面,A为接收天线的有效截面,dl和d2分别为发射天线与散射壁、散射壁与接收天线之间的距离。根据物理光学近似,假设建筑墙体为光滑金属板[51],根据下式计算双基地截面U,其中IC = 2n/ a, a为波长,W和L分别为墙体可见部分的宽度和高度,4in, (b,, e,…,Or为图1所示角度。一般来说,U有一个主瓣到
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