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Schawlow, A. L., & Townes, C. H. (1958). Infrared and Optical Masers. Phys. Rev., 112(6), 1940–1949.
Abstract: The extension of maser techniques to the infrared and optical region is considered. It is shown that by using a resonant cavity of centimeter dimensions, having many resonant modes, maser oscillation at these wavelengths can be achieved by pumping with reasonable amounts of incoherent light. For wavelengths much shorter than those of the ultraviolet region, maser-type amplification appears to be quite impractical. Although use of a multimode cavity is suggested, a single mode may be selected by making only the end walls highly reflecting, and defining a suitably small angular aperture. Then extremely monochromatic and coherent light is produced. The design principles are illustrated by reference to a system using potassium vapor.
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Flood, M. (1999). “Commercial development of airborne laser altimetry, A review of the commercial instrument market and its projected growth. In B. M. Csatho (Ed.), ISPRS WG III/5 and 2 Mapping Surface Structure and Topography by Airborne and Spaceborne LASERs (pp. 13–20). ISPRS Archives, XXXII-3/W14. Columbus, OH: ISPRS.
Abstract: Preliminary results of a study to estimate the instrument base required to support a competitive laser altimetry sector within the global remote sensing industry are presented. The recent growth of the commercial laser altimetry sector and the current breakdown of the installed instrument base are reviewed. Projections for future growth in the installed base are presented based on the current adoption rate and projected growth curves through 2005. A comparison to the established aerial camera market is used to set a constraint on the upper growth of the instrument base. The projection provides an estimate of the size of the market for commercial instrument sales and consequently a view of the future competitive environment for survey companies offering laser altimetry services. A significant gap is identified between the current installed base and estimates of the required instrument base.
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Heidemann, H. K. (2014). Lidar Base Specification (1.2 ed.). Techniques and Methods, 11-B4. Reston, VA: USGS.
Abstract: In late 2009, a $14.3 million allocation from the “American Recovery and Reinvestment Act” for new light detection and ranging (lidar) elevation data prompted the U.S. Geological Survey (USGS) National Geospatial Program (NGP) to develop a common base specification for all lidar data acquired for The National Map. Released as a draft in 2010 and formally published in 2012, the USGS–NGP “Lidar Base Specification Version 1.0” (now Lidar Base Specification) was quickly embraced as the foundation for numerous state, county, and foreign country lidar specifications.
Prompted by a growing appreciation for the wide applicability and inherent value of lidar, a USGS-led consortium of Federal agencies commissioned a National Enhanced Elevation Assessment (NEEA) study in 2010 to quantify the costs and benefits of a national lidar program. A 2012 NEEA report documented a substantial return on such an investment, defined five Quality Levels (QL) for elevation data, and recommended an 8-year collection cycle of Quality Level 2 (QL2) lidar data as the optimum balance of benefit and affordability. In response to the study, the USGS–NGP established the 3D Elevation Program (3DEP) in 2013 as the interagency vehicle through which the NEEA recommendations could be realized.
Lidar is a fast evolving technology, and much has changed in the industry since the final draft of the “Lidar Base Specification Version 1.0” was written. Lidar data have improved in accuracy and spatial resolution, geospatial accuracy standards have been revised by the American Society for Photogrammetry and Remote Sensing (ASPRS), industry standard file formats have been expanded, additional applications for lidar have become accepted, and the need for interoperable data across collections has been realized. This revision to the “Lidar Base Specification Version 1.0” publication addresses those changes and provides continued guidance towards a nationally consistent lidar dataset.
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Harris Corporation. (2018). Geiger-Mode LiDAR — Geospatial Data & Imagery | Harris Geospatial. Retrieved January 4, 2026, from https://web.archive.org/web/20180211145712/http://www.harrisgeospatial.com/DataImagery/Geiger-modeLiDAR.aspx
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Naus, T. (2010). Unbiased LiDAR Data Measurement (Draft). Fugro Horizons. Retrieved January 4, 2026, from https://www.asprs.org/wp-content/uploads/2010/12/Unbiased_measurement.pdf
Abstract: When describing a LiDAR dataset, many aspects are unambiguous such as the area of coverage or the acquisition date. Additional characteristic values of accuracy and error typically accompany the data and well-defined guidelines exist for how these values should be derived and reported. Two supplementary characterizations are frequently used, namely Nominal Spacing and Density, for which there is no standardized method on how they should be derived and reported. A statistical bias is easily introduced when providing spacing and density quantification. A method of measurement is presented in which spacing and density statistics can be qualified and bias identified. The law of large numbers certainly applies to datasets with millions or billions of points and means that the variance can be reduced, but not the bias. While it may appear trivial, the principal contributors to LiDAR spacing and density bias are the absence of clear and concise definitions. Bias can not be entirely eliminated but should be reduced wherever possible.
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