Английская Википедия:Cocorobó Dam
Шаблон:Infobox dam The Cocorobó Dam (Шаблон:Lang-pt) is a dam in the state of Bahia, Brazil. It provides a reservoir of water for irrigation and drinking in the arid caatinga environment of the Raso da Catarina. The reservoir covers the ruins of the city of Canudos, scene of the War of Canudos in 1896–97.
Location
The Cocorobó Dam is in the Raso da Catarina region of the driest part of Bahia.Шаблон:Sfn The dam is about Шаблон:Convert from the state capital, Salvador, near the junction of highways BR-116 and BR-225. It is in the municipality of Canudos.Шаблон:Sfn The Vaza Barria project, which built the dam, was to irrigate Шаблон:Convert, control floods, support fish farming and supply water to the town of Nova Canudos. The dam is owned by the Departamento Nacional de Obras Contras as Secas (DNOCS).Шаблон:Sfn
The reservoir submerged the ruined city of Canudos, location of the War of Canudos (1896–97).Шаблон:Sfn This was apparently a deliberate effort to erase memories of the suppression of a popular revolt by the republican army in 1896–97. However, the Canudos State Park, created in 1986 to the south of the dam, preserves key sites of the war. The stated purpose of the park is to make it impossible to forget the martyrs led by Antônio Conselheiro.Шаблон:Sfn
Reservoir
The dam impounds the Vaza-Barris River.Шаблон:Sfn The river's watershed above the dam drains an area of Шаблон:Convert. Average annual rainfall is Шаблон:Convert, with annual runoff of 97 x Шаблон:Convert.Шаблон:Sfn The river bed in the reservoir is covered by sandy alluvial deposits with pockets of silt. The shale sub-strata are massive, only moderately fractured and have low permeability. The reservoir covers an area of Шаблон:Convert with a volume of Шаблон:Convert.Шаблон:Sfn In September 2014 the reservoir was holding only 20% of capacity after a prolonged drought.Шаблон:Sfn
Dam structure
The dam is a fan-shaped earth dam with a sand-clay core, with the slope protected by riprap. The stony aggregate material and artificial sand were derived from quartzite on the right bank of the river beside the dam. The dam has a maximum height of Шаблон:Convert, with a length of Шаблон:Convert. The base of the dam is Шаблон:Convert wide. The crest is Шаблон:Convert wide at an altitude of Шаблон:Convert.Шаблон:Sfn
The spillway ends in a fall and a dissipating basin at an altitude of Шаблон:Convert. It is covered in reinforced concrete, and designed to handle Шаблон:Convert. The water intake structure has a tower and twin tubes with Шаблон:Convert diameter. The water intake has twin Шаблон:Convert diameter tubes coated in reinforced concrete. It is dimensioned for flow of Шаблон:Convert. It is controlled by two flat sluices upstream and manual control valves downstream.Шаблон:Sfn
Construction
Construction began in 1951, directly managed by DNOCS. Between 1951 and 1966 Шаблон:Convert of landfill was excavated, or 48% of the total. In 1967 the dam reached its full volume, with Шаблон:Convert of compacted landfill. Soon after the dam was completed in December 1967 part of the embankment slipped, with about Шаблон:Convert moving about Шаблон:Convert. This was repaired, and instruments installed to monitor the embankment, Some cracks appeared, and piezometric pressures were considered high. However, after further observations and analysis the dam was considered acceptable.Шаблон:Sfn
Notes
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