20210201 15201900 1.0 FALSE Reservatório 002 585338.032515 588263.313077 8961000.239012 8965484.376699 1 0.303 Projected GCS_SIRGAS_2000 Linear Unit: Meter (1.000000) SIRGAS_2000_UTM_Zone_24S <ProjectedCoordinateSystem xsi:type='typens:ProjectedCoordinateSystem' xmlns:xsi='http://www.w3.org/2001/XMLSchema-instance' xmlns:xs='http://www.w3.org/2001/XMLSchema' xmlns:typens='http://www.esri.com/schemas/ArcGIS/2.4.0'><WKT>PROJCS[&quot;SIRGAS_2000_UTM_Zone_24S&quot;,GEOGCS[&quot;GCS_SIRGAS_2000&quot;,DATUM[&quot;D_SIRGAS_2000&quot;,SPHEROID[&quot;GRS_1980&quot;,6378137.0,298.257222101]],PRIMEM[&quot;Greenwich&quot;,0.0],UNIT[&quot;Degree&quot;,0.0174532925199433]],PROJECTION[&quot;Transverse_Mercator&quot;],PARAMETER[&quot;False_Easting&quot;,500000.0],PARAMETER[&quot;False_Northing&quot;,10000000.0],PARAMETER[&quot;Central_Meridian&quot;,-39.0],PARAMETER[&quot;Scale_Factor&quot;,0.9996],PARAMETER[&quot;Latitude_Of_Origin&quot;,0.0],UNIT[&quot;Meter&quot;,1.0],AUTHORITY[&quot;EPSG&quot;,31984]]</WKT><XOrigin>-5120900</XOrigin><YOrigin>1900</YOrigin><XYScale>10000</XYScale><ZOrigin>-100000</ZOrigin><ZScale>10000</ZScale><MOrigin>-100000</MOrigin><MScale>10000</MScale><XYTolerance>0.001</XYTolerance><ZTolerance>0.001</ZTolerance><MTolerance>0.001</MTolerance><HighPrecision>true</HighPrecision><WKID>31984</WKID><LatestWKID>31984</LatestWKID></ProjectedCoordinateSystem> 20200327 15232800 20200327 15232800 150000000 5000 ItemDescription Esri ArcGIS 12.4.2.19948 Reservatório 1 -38.222836 -38.196105 -9.357845 -9.398460 Curva Normal 230,3 metros UHE Paulo Afonso I,II,III - Reservatorio Delmiro Gouveia <DIV STYLE="text-align:Left;"><DIV><DIV><TABLE><TBODY><TR><TD><P STYLE="text-align:Center;font-weight:bold;"><SPAN><SPAN>SERVIÇOS/PRODUTOS</SPAN></SPAN></P></TD><TD><P STYLE="text-align:Center;font-weight:bold;"><SPAN><SPAN>METADADOS</SPAN></SPAN></P></TD><TD><P STYLE="text-align:Center;font-weight:bold;"><SPAN><SPAN>INFORMAÇOES</SPAN></SPAN></P></TD></TR><TR><TD ROWSPAN="8"><P STYLE="text-align:Center;"><SPAN><SPAN>Imageamento</SPAN></SPAN></P></TD><TD><P STYLE="text-align:Center;"><SPAN><SPAN>Sensores Aerotransportados ou Orbitais</SPAN></SPAN></P></TD><TD><P STYLE="text-align:Center;"><SPAN><SPAN>Sensor Aerotransportado</SPAN></SPAN></P></TD></TR><TR><TD><P STYLE="text-align:Center;"><SPAN><SPAN>Tipo de sensor (óptico, radar)</SPAN></SPAN></P></TD><TD><P STYLE="text-align:Center;"><SPAN><SPAN>Óptico</SPAN></SPAN></P></TD></TR><TR><TD><P STYLE="text-align:Center;"><SPAN><SPAN>Histórico/Contextualização/Motivação da Escolha</SPAN></SPAN></P></TD><TD><P><SPAN><SPAN>Execução de Levantamento Aerofotogramétrico dos reservatórios das usinas do Complexo de Paulo Afonso e UHE Luiz Gonzaga, para elaboração da Base Cartográfica na escala de 1:5.000.</SPAN></SPAN></P></TD></TR><TR><TD><P STYLE="text-align:Center;"><SPAN><SPAN>Descrição</SPAN></SPAN></P></TD><TD><P STYLE="text-align:Justify;"><SPAN><SPAN>Recobrimento aerofotogramétrico abrangendo 2444 km² de área, restituição de faixa de 300 metros e ortofotocartas de faixa de 2000 metros de extensão, referenciadas a partir dos níveis máximos normais estabelecidos pelas especificações técnicas n° 022/2007 emitidas pela contratante, abrangendo as bordas dos reservatórios bem como ilhas e espelho d´água. </SPAN></SPAN></P></TD></TR><TR><TD><P STYLE="text-align:Center;"><SPAN><SPAN>Especificações técnicas</SPAN></SPAN></P></TD><TD><P STYLE="text-align:Justify;"><SPAN><SPAN>Câmara aerofotogramétrica automática grande angular de da marca Leica modelo Wild RC-30. Distância focal de 153,150 milímetros e quadro focal com formato útil de 23x23 centímetros.</SPAN></SPAN></P></TD></TR><TR><TD><P STYLE="text-align:Center;"><SPAN><SPAN>Resolução</SPAN></SPAN></P></TD><TD><P STYLE="text-align:Justify;"><SPAN><SPAN>Filme aéreo utilizado do tipo pancromático, colorido, Kodak Filme Aerocolor III 2444, com de dimensões 9,5 in X 250 feet, com alto poder resolutivo.</SPAN></SPAN></P></TD></TR><TR><TD><P STYLE="text-align:Center;"><SPAN><SPAN>Compatibilidade de escala</SPAN></SPAN></P></TD><TD><P /><P STYLE="text-align:Center;"><SPAN><SPAN>1:15.000</SPAN></SPAN></P><P /></TD></TR><TR><TD><P STYLE="text-align:Center;"><SPAN><SPAN>Data, e demais informações pertinentes </SPAN></SPAN></P></TD><TD><P STYLE="text-align:Justify;"><SPAN><SPAN>Autorização de Aerolevantamento nº 058/2008, de 29 de abril de 2008.</SPAN></SPAN></P></TD></TR><TR><TD ROWSPAN="2"><P STYLE="text-align:Center;"><SPAN><SPAN>Serviços de Campo (Medições, Levantamentos, Reambulação) </SPAN></SPAN></P><P /></TD><TD><P STYLE="text-align:Center;"><SPAN><SPAN>Histórico/Contextualização/Disponibilidade</SPAN></SPAN></P></TD><TD><P STYLE="text-align:Justify;"><SPAN><SPAN>Os serviços de campo de apoio de Levantamento de apoio básico consistiu na implantação de vértices, utilizando marcos naturais ou artificiais, cuja finalidade é a determinação de coordenadas com precisão adequada para servir de base aos mais diversos trabalhos que envolvem a extração de informações posicionais em áreas pré-determinadas. Estes dados servem de base para todos os trabalhos a serem realizados no local envolvendo a determinação da posição tanto nas áreas de topografia, cartografia quanto geodésia.</SPAN></SPAN></P><P STYLE="text-align:Justify;"><SPAN><SPAN>Atividades de reambulação foram desenvolvidas com a finalidade de colher informações e toponímia, visando qualificar as feições planimétricas e retificar erros ou omissões durante o processo de restituição.</SPAN></SPAN></P></TD></TR><TR><TD><P STYLE="text-align:Center;"><SPAN><SPAN>Trabalhos realizados</SPAN></SPAN></P></TD><TD><P STYLE="text-align:Justify;"><SPAN><SPAN>Consulta a órgãos governamentais sobre as normas a serem utilizadas na realização do trabalho:</SPAN></SPAN></P><P STYLE="text-align:Justify;"><SPAN><SPAN>Verificação do sistema de referência a ser adotado;</SPAN></SPAN></P><P STYLE="text-align:Justify;"><SPAN><SPAN>Identificação de locais previamente definidos para a implantação dos vértices que serão incorporados a uma Rede de Apoio Básico;</SPAN></SPAN></P><P STYLE="text-align:Justify;"><SPAN><SPAN>Escolha da forma de materialização dos vértices;</SPAN></SPAN></P><P STYLE="text-align:Justify;"><SPAN><SPAN>Determinação dos tipos de equipamentos a serem utilizados;</SPAN></SPAN></P><P STYLE="text-align:Justify;"><SPAN><SPAN>Definição da forma de posicionamento a ser adotado.</SPAN></SPAN></P></TD></TR><TR><TD ROWSPAN="4"><P STYLE="text-align:Center;"><SPAN><SPAN>Fotogrametria e Perfilamento a Laser </SPAN></SPAN></P><P /></TD><TD><P STYLE="text-align:Center;"><SPAN><SPAN>Histórico/Contextualização/Disponibilidade</SPAN></SPAN></P></TD><TD><P STYLE="text-align:Justify;"><SPAN><SPAN>Processo da aerotriangulação de forma totalmente digital, a partir das imagens aéreas scanerizadas.</SPAN></SPAN></P></TD></TR><TR><TD><P STYLE="text-align:Center;"><SPAN><SPAN>Restituição Digital</SPAN></SPAN></P></TD><TD><P STYLE="text-align:Justify;"><SPAN><SPAN>Restituição das feições de interesse foi executada por meio de sistema digital, utilizando o Software AU3Win. As imagens foram adquiridas por meio de digitalização do</SPAN></SPAN></P><P STYLE="text-align:Justify;"><SPAN><SPAN>filme, utilizando um scanner fotogramétrico. O filme foi digitalizado com uma resolução de 20 </SPAN></SPAN><SPAN><SPAN>μm.</SPAN></SPAN></P></TD></TR><TR><TD><P STYLE="text-align:Center;"><SPAN><SPAN>Ortorretificação</SPAN></SPAN></P></TD><TD><P STYLE="text-align:Justify;"><SPAN><SPAN>O processo de ortorretificação tem como objetivo reprojetar a cena de uma fotografia (projeção cônica), em uma nova cena, agora em projeção ortogonal e consequentemente, corrigir efeitos de distorções geométricas da imagem. As ortofotos foram geradas com resolução espacial de 0,40 m.</SPAN></SPAN></P></TD></TR><TR><TD><P STYLE="text-align:Center;"><SPAN><SPAN>Trabalhos realizados</SPAN></SPAN></P></TD><TD><P STYLE="text-align:Justify;"><SPAN><SPAN>O processo de restituição digital segue os seguintes passos:</SPAN></SPAN></P><P STYLE="text-align:Justify;"><SPAN><SPAN>• 1 - Orientação Interna;</SPAN></SPAN></P><P STYLE="text-align:Justify;"><SPAN><SPAN>• 2 - Orientação relativa e Absoluta; e</SPAN></SPAN></P><P><SPAN><SPAN>• 3 - Estereorestituição Digital.Estéreo Restituição Digital</SPAN></SPAN></P><P><SPAN><SPAN>Estereorestituição Digital</SPAN></SPAN></P><P><SPAN><SPAN>Restituição Planimétrica</SPAN></SPAN></P><P><SPAN><SPAN>Restituição Altimétrica</SPAN></SPAN></P></TD></TR><TR><TD ROWSPAN="11"><P STYLE="text-align:Center;"><SPAN><SPAN>Tratamento de Dados Espaciais </SPAN></SPAN></P><P /></TD><TD><P STYLE="text-align:Center;"><SPAN><SPAN>Histórico/Contextualização/Motivação da Escolha</SPAN></SPAN></P></TD><TD><P /><P STYLE="text-align:Center;"><SPAN>Não se Aplica</SPAN></P><P /></TD></TR><TR><TD><P STYLE="text-align:Center;"><SPAN><SPAN>Descrição</SPAN></SPAN></P></TD><TD><P STYLE="text-align:Justify;"><SPAN><SPAN>Procedimento Realizados para Geração do Modelo Digital do Terreno e Ortorretificação e Mosaicagem</SPAN></SPAN></P></TD></TR><TR><TD><P STYLE="text-align:Center;"><SPAN><SPAN>Especificações técnicas</SPAN></SPAN></P></TD><TD><P STYLE="text-align:Justify;"><SPAN><SPAN>A partir da escanerização dos negativos do filme aerofotogramétrico colorido com 20 micra, as ortofotocartas em meio digital na escala de 1:5.000 e Projeção UTM- Sirgas 2000. FUSO 24.</SPAN></SPAN></P></TD></TR><TR><TD><P STYLE="text-align:Center;"><SPAN><SPAN>Resolução</SPAN></SPAN></P></TD><TD><P><SPAN><SPAN>Ortorretificação com interpolação de pixels resultando em uma resolução espacial de 40 cm.</SPAN></SPAN></P></TD></TR><TR><TD><P STYLE="text-align:Center;"><SPAN><SPAN>Compatibilidade de escala</SPAN></SPAN></P></TD><TD><P STYLE="text-align:Center;"><SPAN><SPAN>1:5.000</SPAN></SPAN></P></TD></TR><TR><TD><P STYLE="text-align:Center;"><SPAN><SPAN>Data, e demais informações pertinentes</SPAN></SPAN></P></TD><TD><P STYLE="text-align:Justify;"><SPAN><SPAN>Autorização de Aerolevantamento nº 058/2008, de 29 de abril de 2008 , finalização em novembro 2009.</SPAN></SPAN></P></TD></TR><TR><TD><P STYLE="text-align:Center;"><SPAN><SPAN>Fonte da informação</SPAN></SPAN></P></TD><TD><P STYLE="text-align:Justify;"><SPAN><SPAN>Dados altimétricos obtidos através do processo de restituição digital.</SPAN></SPAN></P></TD></TR><TR><TD><P STYLE="text-align:Center;"><SPAN><SPAN>Acurácia de mapeamento</SPAN></SPAN></P></TD><TD><P STYLE="text-align:Center;"><SPAN><SPAN>1:5.000</SPAN></SPAN></P></TD></TR><TR><TD><P STYLE="text-align:Center;"><SPAN><SPAN>Processamentos adotados</SPAN></SPAN></P></TD><TD><P><SPAN><SPAN>Os procedimentos de processamento foram:</SPAN></SPAN></P><P><SPAN><SPAN>Ortorretificação digital;</SPAN></SPAN></P><P><SPAN><SPAN>Geração do Modelo Digital do Terreno;</SPAN></SPAN></P><P><SPAN><SPAN>Ortorretificação; </SPAN></SPAN></P><P><SPAN><SPAN>Mosaicagem, processamento da imagem.</SPAN></SPAN></P></TD></TR><TR><TD><P STYLE="text-align:Center;"><SPAN><SPAN>Procedimentos de verificação de acurácia</SPAN></SPAN></P></TD><TD><P><SPAN><SPAN>Verificação dos níveis de informação, quanto a distribuição de elementos, codificação de símbolos, caracteres e traços; </SPAN></SPAN></P><P><SPAN><SPAN>• Verificação das curvas de nível e cotas, bem como a representação das mesmas com traço único; </SPAN></SPAN></P><P><SPAN><SPAN>• Verificação dos pontos cotados em relação ao traçado das curvas de nível; </SPAN></SPAN></P><P><SPAN><SPAN>• Inserção da reambulação coletada em campo.</SPAN></SPAN></P></TD></TR><TR><TD><P STYLE="text-align:Center;"><SPAN><SPAN>Consistência dos produtos finais</SPAN></SPAN></P></TD><TD><P /><P STYLE="text-align:Justify;"><SPAN><SPAN>Produtos finais gerados a partir da escanerização dos negativos do filme aerofotogramétrico colorido com 20 micra, as ortofotocartas foram confeccionadas em meio digital na escala de 1:5.000, utilizando as imagens ortorretificadas através de correções geométricas utilizando um modelo digital de terreno – MDT gerado a partir de pares esterioscópicos. 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