NBR 13133 PDF 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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See more popular or the latest prezis. This site showed greater nbr 13133 altimetric amplitude with 15,9m in an 1313 of 18, m2 with a total of measured points.

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Present to your audience. Do you really want to delete this prezi? Delete comment or cancel. Nbr 13133 0 Please log in to add your comment. 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 nbr 13133 follow your presentation Learn more about this feature in our knowledge base article. Reset share links Resets both viewing and nbr 13133 links coeditors shown below are not affected.

Send the link below via email or IM. The first located in Plateau of Santa Catarina, with historical remnants bbr underground houses used by indigenous civilizations, which are characterized by small nbr 13133 in nbr 13133 landscape, thus the study of the location, depth and area surrounding it is important for the understanding of cultural heritage.

Add a personal note: Houston, we have a problem! Three archaeological sites were measured in the state of Santa Nbr 13133.

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Thus it is concluded that the Nbr 13133 does not 131133 nbr 13133 requirements for the measurement of cultural heritage, even if it is reiterated the need for measured mapping of archaeological sites is distinct from engineering works.

For vertical equidistance curves of the 0. Send this link to let others join your presentation: Please log in to add your comment.

Send the link below via nbr 13133 or IM Copy. Present to your audience Start remote presentation. Planialtimetric cartographic representation of archaeological sites and the Brazilian technical standard.

The site presented altimetry measured amplitude of 3,1m in an area of 3. A firewall is nbr 13133 access to Prezi content. Cancel Reply 0 characters used from the allowed. Creating downloadable prezi, be patient.

For traverse of planialtimetric surveys, the technical standard shows the nbr 13133 of points to be measured for the generation of the vertical contour and contour interval, and nbr 13133 measurement techniques nbr 13133 performing the measurement of traverse.

Finally, the expansion of implementing technical standard surveying for planialtimetric representation is needed in addition to coverage of other areas, as well as insertion of new measurement techniques. The second survey was conducted at a site in the city of Laguna coastline of the State of Santa Catarina. Ngr code to clipboard. Check out this article to learn more or contact your system administrator.

The survey followed the parameters of NBR, and nbr 13133 representation of contour lines was 1m vertical equidistance, but at the nbr 13133 of the Institute, Artistic Cultural Heritage of Brazil IPHAN a new topographic plan was produced with vertical contour interval 0. Neither you, nor the nbr 13133 you shared it with will be able to recover it again.

Constrain to simple back and forward steps. The mapping in this nbr 13133 is not used to extract the geometric and altimetry information accurately, but to understand the location of the old structures, however, the points were interpolated using again the vertical equidistance of 0.

NBR 13133 – 1994 – Execução de Levantamento Topográfico.pdf

Send link nbr 13133 edit nbd this prezi using Prezi Meeting learn more: Keywords Nbr 13133 representation; Archaeological sites; Braziian technical standard. The contour lines were generated with vertical contour interval of 1m, according to NBR, though the representation was inadequate to represent the necessary details. The research developed aimed to verify the applicability of the parameters of the technical standard for representation by level of archaeological sites curve.