Roos, TH2012-07-262012-07-262012-05Roos, TH. A wind loading correlation for an isolated square heliostat, part 1: lift and drag forces. 1st Southern African Solar Energy Conference (SASEC 2012), Stellenbosch, 21-23 May 2012http://hdl.handle.net/10204/60061st Southern African Solar Energy Conference (SASEC 2012), Stellenbosch, 21-23 May 2012A design requirement of a heliostat is the ability to withstand storm loads in the stow position and operational wind loads in any position. To design a heliostat, therefore, one must be able to predict the wind loading on the heliostat for all elevation angles of the heliostat and all wind directions relative to the heliostat coordinate system. Fortunately, experimental wind tunnel force and moment coefficient data in the x, y and z directions exist in tabular format for an isolated heliostat, and are in the public domain, but still require interpolation between different points in a large dataset. This paper shows that the data points fit definable patterns, allowing the use of Fourier analysis to fit a small number of correlations to describe the entire dataset to high accuracy. Correlations for the lift and drag forces are presented. A companion paper presents correlations for the side forces and correlations for moments about the three principal axes, and discusses the behavior of the correlations.enHeliostatSolar energy2012 Southern African Solar Energy ConferenceWind loadingWind loading correlationLift forcesDrag forcesConference PresentationRoos, T. (2012). A wind loading correlation for an isolated square heliostat, part 1: lift and drag forces. http://hdl.handle.net/10204/6006Roos, TH. "A wind loading correlation for an isolated square heliostat, part 1: lift and drag forces." (2012): http://hdl.handle.net/10204/6006Roos T, A wind loading correlation for an isolated square heliostat, part 1: lift and drag forces; 2012. http://hdl.handle.net/10204/6006 .TY - Conference Presentation AU - Roos, TH AB - A design requirement of a heliostat is the ability to withstand storm loads in the stow position and operational wind loads in any position. To design a heliostat, therefore, one must be able to predict the wind loading on the heliostat for all elevation angles of the heliostat and all wind directions relative to the heliostat coordinate system. Fortunately, experimental wind tunnel force and moment coefficient data in the x, y and z directions exist in tabular format for an isolated heliostat, and are in the public domain, but still require interpolation between different points in a large dataset. This paper shows that the data points fit definable patterns, allowing the use of Fourier analysis to fit a small number of correlations to describe the entire dataset to high accuracy. Correlations for the lift and drag forces are presented. A companion paper presents correlations for the side forces and correlations for moments about the three principal axes, and discusses the behavior of the correlations. DA - 2012-05 DB - ResearchSpace DP - CSIR KW - Heliostat KW - Solar energy KW - 2012 Southern African Solar Energy Conference KW - Wind loading KW - Wind loading correlation KW - Lift forces KW - Drag forces LK - https://researchspace.csir.co.za PY - 2012 T1 - A wind loading correlation for an isolated square heliostat, part 1: lift and drag forces TI - A wind loading correlation for an isolated square heliostat, part 1: lift and drag forces UR - http://hdl.handle.net/10204/6006 ER -