By Neal T. Wright & Jaewan Yoon (Editors)
Software of GIS applied sciences in Port amenities and Operations administration discusses the new advances in GIS (Geographic info platforms) applied sciences for port execs. This committee document identifies potent GIS innovations for the administration of complicated port and harbor infrastructure and discusses in-depth the services, specifications, and obstacles of accessible GIS functions. It additionally presents priceless GIS database suggestions and software program integration assistance, an summary and dialogue of GIS info forms and map projections, and several other case reports targeting facility and operations administration
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Additional info for Application of GIS Technologies in Port Facilities and Operations Management
This is partly possible due to the partial wavelength ( p) being measured from the phase shift between the transmitted and reflected waves, according to the distance equation: Dϭ [ N ϩ p] 2 1 ϭ [N ϩ ⌽ ] 2 (2-9) where N is an integer number of whole wavelengths (integer ambiguity), and p is the partial wavelength (in cycles) from the phase shift between outgoing and incoming wave (⌽ ϭ p is the phase in linear units). The primary task is to solve for the integer ambiguity. An EDM can send three or four different wavelengths by using phase modulation.
However, unlike L2C, L5 has the benefit of being in a band designated by the International Telecommunication Union (ITU) for aeronautical radionavigation services. Thus, L5 is in a “protected” frequency band (unlike L2), and it is greatly anticipated for critical navigation and other applications. It will not be prone to interference by ground-based navigation aids and it will be available for aviation applications. No other GPS signals occupy this band, but L5 will share the band with E5—a signal from GALILEO, which is an entirely different satellite system (described in Chapter 8).
257. WGS-84 is described in detail in the Glossary; also refer to Table A6-1 in Appendix 6. Three different 3-D coordinate systems can be used as a means of expressing point positions with respect to the WGS-84 ellipsoid. All three systems have useful applications in different situations. The user should understand the differences between and the relationships among the three systems. Geocentric Cartesian Coordinates Geocentric Cartesian coordinates (X, Y, Z) of a point are referred to an Earthcentered (geocentric), Earth-fixed, right-handed, orthogonal, 3-D axis system (Fig.