Archaeological Earthen Mound Complex in Patos Lagoon, Southern Brazil: Chronological Model and Freshwater Influence

Radiocarbon ◽  
2017 ◽  
Vol 59 (1) ◽  
pp. 195-214 ◽  
Author(s):  
Rafael G Milheira ◽  
Kita D Macario ◽  
Ingrid S Chanca ◽  
Eduardo Q Alves

AbstractIn the present work, we assess the chronology of archaeological sites known as earthen mounds, commonly found at the Pampas biome, among the lowlands of Brazil, Uruguay, and Argentina. We focused on the Pontal da Barra settlement, which is a testimony of the long-term occupation of indigenous groups in the swamp and wet environment of Patos Lagoon, southern Brazil. A Bayesian chronological model based on the radiocarbon (14C) dating of 17 samples of fish otolith, 5 charcoal fragments, and 2 bones (human and dog) allowed determination of the beginning of the occupation as well as the occupational synchronism of the different mounds. The nature of the samples allows us to study the local 14C reservoir effect through the comparison between the group of marine and terrestrial samples, deriving a reservoir offset value of 63±53 14C yr for this particular area, indicating a strong freshwater influence in the lagoon system. We estimate the start of human intervention in the landscapes of southern Patos Lagoon to be around 2200 cal BP, with the most intense activity between 1800 and 1200 cal BP.


Author(s):  
Allen Angel ◽  
Kathryn A. Jakes

Fabrics recovered from archaeological sites often are so badly degraded that fiber identification based on physical morphology is difficult. Although diagenetic changes may be viewed as destructive to factors necessary for the discernment of fiber information, changes occurring during any stage of a fiber's lifetime leave a record within the fiber's chemical and physical structure. These alterations may offer valuable clues to understanding the conditions of the fiber's growth, fiber preparation and fabric processing technology and conditions of burial or long term storage (1).Energy dispersive spectrometry has been reported to be suitable for determination of mordant treatment on historic fibers (2,3) and has been used to characterize metal wrapping of combination yarns (4,5). In this study, a technique is developed which provides fractured cross sections of fibers for x-ray analysis and elemental mapping. In addition, backscattered electron imaging (BSI) and energy dispersive x-ray microanalysis (EDS) are utilized to correlate elements to their distribution in fibers.



2018 ◽  
Author(s):  
Jose H Muelbert ◽  
Clarisse Odebrecht ◽  
Margareth Copertino ◽  
Erik Muxagata ◽  
Andre L Colling ◽  
...  

The Patos Lagoon (10,000 km2) is the dominant feature in the coastal plain of Southern Brazil. The estuary of the Patos Lagoon (32° 05' S, 52° 10'W) and adjacent coast were chosen as a SITE (1,500 km2) for the Brazilian Long Term Ecological Research (LTER). This region presents high biological productivity and at the same time is host of important port and industrial activities. From 2000 to 2015, systematic sampling of physico-chemical variables and of the main constituents from plankton, benthos and nekton was conducted monthly. Species diversity index were calculated to express changes in diversity in the estuary. The estuary is a river-dominated system with discharge maxima associated with strong rainfall and low discharge periods occurring during drought years. This has direct influence on the circulation and salinity variations, with low values recorded during El Niño and high salt-water intrusion during La Niña years. Results reveal that species composition of phytoplankton, zooplankton, benthic flora and macrofauna in the estuary are all affected by different scales of variability. The fact that ENSO is a dominant forcing factor in the region highlights the importance of long term monitoring of biological components of coastal and ocean observing systems.





Check List ◽  
2012 ◽  
Vol 8 (1) ◽  
pp. 077 ◽  
Author(s):  
Matheus Vieira Volcan ◽  
Luis Esteban Krause Lanés ◽  
Ândrio Cardozo Gonçalves ◽  
Alinca Peres da Fonseca ◽  
Maximiano Pinheiro Cirne

The fish sampled in this study were captured in seasonal collections samplings, conducted between May 2006 and February 2007 in 15 stretches of the Corrientes stream basin, Patos lagoon system, Rio Grande do Sul state, Brazil. A total of 8088 specimens were collected, belonging to nine orders, 24 families and 68 species. In general, the ichthyofauna in this basin has the same pattern recognized for Neotropical rivers with predominance of Characiformes and Siluriformes orders and a high representative of the Characidae and Loricariidae families.



2018 ◽  
Author(s):  
Jose H Muelbert ◽  
Clarisse Odebrecht ◽  
Margareth Copertino ◽  
Erik Muxagata ◽  
Andre L Colling ◽  
...  

The Patos Lagoon (10,000 km2) is the dominant feature in the coastal plain of Southern Brazil. The estuary of the Patos Lagoon (32° 05' S, 52° 10'W) and adjacent coast were chosen as a SITE (1,500 km2) for the Brazilian Long Term Ecological Research (LTER). This region presents high biological productivity and at the same time is host of important port and industrial activities. From 2000 to 2015, systematic sampling of physico-chemical variables and of the main constituents from plankton, benthos and nekton was conducted monthly. Species diversity index were calculated to express changes in diversity in the estuary. The estuary is a river-dominated system with discharge maxima associated with strong rainfall and low discharge periods occurring during drought years. This has direct influence on the circulation and salinity variations, with low values recorded during El Niño and high salt-water intrusion during La Niña years. Results reveal that species composition of phytoplankton, zooplankton, benthic flora and macrofauna in the estuary are all affected by different scales of variability. The fact that ENSO is a dominant forcing factor in the region highlights the importance of long term monitoring of biological components of coastal and ocean observing systems.



2009 ◽  
Vol 33 (2) ◽  
pp. 554-569 ◽  
Author(s):  
Paulo C. Abreu ◽  
Marli Bergesch ◽  
Luis A. Proença ◽  
Carlos A. E. Garcia ◽  
Clarisse Odebrecht


Problems when calculating reinforced concrete structures based on the concrete deformation under compression diagram, which is presented both in Russian and foreign regulatory documents on the design of concrete and reinforced concrete structures are considered. The correctness of their compliance for all classes of concrete remains very approximate, especially a significant difference occurs when using Euronorm due to the different shape and sizes of the samples. At present, there are no methodical recommendations for determining the ultimate relative deformations of concrete under axial compression and the construction of curvilinear deformation diagrams, which leads to limited experimental data and, as a result, does not make it possible to enter more detailed ultimate strain values into domestic standards. The results of experimental studies to determine the ultimate relative deformations of concrete under compression for different classes of concrete, which allowed to make analytical dependences for the evaluation of the ultimate relative deformations and description of curvilinear deformation diagrams, are presented. The article discusses various options for using the deformation model to assess the stress-strain state of the structure, it is concluded that it is necessary to use not only the finite values of the ultimate deformations, but also their intermediate values. This requires reliable diagrams "s–e” for all classes of concrete. The difficulties of measuring deformations in concrete subjected to peak load, corresponding to the prismatic strength, as well as main cracks that appeared under conditions of long-term step loading are highlighted. Variants of more accurate measurements are proposed. Development and implementation of the new standard GOST "Concretes. Methods for determination of complete diagrams" on the basis of the developed method for obtaining complete diagrams of concrete deformation under compression for the evaluation of ultimate deformability of concrete under compression are necessary.





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