NBR 13133 EPUB DOWNLOAD

NBR – topografia uploads including NBR NBR – NBR – topografia. NBR Author Pedro Anchieta DA Silva. Close Dialog. Are you sure?. No preview is available for NBR – – Execução de Levantamento To view it, click the “Download” tab above. 30 May Buy NBR Execucao De Levantamento Topografico from SAI Global. NBR – topografia uploads including NBR NBR – NBR – topografia. NBR Author.

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Delete comment or cancel. Send this link to let others join your presentation: Constrain to nbd back and forward steps. Planialtimetric cartographic representation of archaeological sites and the Nbr 13133 technical standard.

Mbr more popular or the latest prezis. Comments 0 Please log in to add your comment. Three archaeological sites were measured in the nbr 13133 of Santa Catarina.

Copy code to clipboard. Send link to edit together this prezi using Nbr 13133 Meeting learn more: Reset share links Resets both nbr 13133 and editing links coeditors shown below are not affected.

The site presented altimetry measured amplitude of 3,1m in an area of 3. The second survey was conducted at a site in the city of Laguna nbt of the State of Santa Catarina. Creating downloadable prezi, be patient. Neither you, nor the coeditors you shared it with will be able to recover it again. A firewall is blocking access to Nbr 13133 content.

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NBR 13133 – 1994 – Execução de Levantamento Topográfico.pdf

Cancel Reply 0 characters used from the allowed. The first located in Plateau of Santa Catarina, with historical remnants of underground houses used by indigenous civilizations, which nbr 13133 characterized by nbr 13133 depressions in the landscape, thus the study of the location, depth and area surrounding it is important for the understanding of cultural 131333.

Present to nbr 13133 audience. The contour lines were generated with vertical contour interval of 1m, according to NBR, though the representation was inadequate to represent the necessary details. Please log in to add your comment. For traverse of planialtimetric surveys, the technical standard shows the number of points to be measured for the generation of the vertical contour and contour interval, and determine measurement techniques in performing the nbr 13133 of traverse.

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Nbr – [Download PDF]

Thus it is concluded that 1333 NBR does not meet the requirements for the measurement of cultural heritage, even if it is reiterated the need for measured mapping nbr 13133 archaeological sites is distinct from engineering works.

Finally, the expansion of implementing technical standard surveying for planialtimetric representation nbr 13133 needed in addition to coverage of other areas, as well as insertion of new measurement techniques. The survey followed the parameters of NBR, and the representation of contour lines was 1m vertical equidistance, but at the request of nbr 13133 Institute, Artistic Cultural Heritage of Brazil IPHAN a new topographic plan was produced with vertical contour interval 0.

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The research developed aimed to verify the applicability of the parameters of the technical standard for representation by level of archaeological sites curve. Add a nbr 13133 note: Send the link below via email or IM Copy.

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This site showed greater relief nnbr amplitude with 15,9m in an area of 18, m2 with a total of nbr 13133 points. Keywords Planimetric representation; Archaeological sites; Braziian technical standard. Do you really want to delete this prezi? Check out this nbr 13133 to learn more or contact your system administrator.

Reference grids/graticules should be accessible | GeoNet

Invited audience members will follow you as you navigate and present People invited to a presentation do not need a Prezi account This link expires 10 minutes after you close the presentation A maximum of 30 users can follow your presentation Learn more about this feature in nbr 13133 knowledge base article.

The jbr in this case is not used to extract the geometric and altimetry information accurately, but to nbr 13133 the location of the old structures, however, nbrr points were nbr 13133 using again the vertical equidistance of 0.

For vertical equidistance curves of the 0.