1991
DOI: 10.1007/bf01665656
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Sedimentation of the Nurek reservoir

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Cited by 2 publications
(3 citation statements)
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“…Estimates of the relative proportion of runoff generation coming from Tajikistan vary widely according to the literature (e.g. Sherman and Rafikov 1991, Giese et al 2004, Schmidt et al 2006. In this paper, we retain the values of Giese et al, who reported an annual mean discharge of 20.0 km 3 year -1 for the Vakhsh River and a mean discharge of 34.3 km 3 year -1 for the Pyandj River.…”
Section: Geographical Settingmentioning
confidence: 68%
“…Estimates of the relative proportion of runoff generation coming from Tajikistan vary widely according to the literature (e.g. Sherman and Rafikov 1991, Giese et al 2004, Schmidt et al 2006. In this paper, we retain the values of Giese et al, who reported an annual mean discharge of 20.0 km 3 year -1 for the Vakhsh River and a mean discharge of 34.3 km 3 year -1 for the Pyandj River.…”
Section: Geographical Settingmentioning
confidence: 68%
“…Its reservoir, with a design capacity of 10.5 km³, is the largest reservoir in Tajikistan. It is over 70 km long, with a surface area of over 98 km² and a maximum depth of 220 m (Sherman and Rafikov, 1992). The reservoir bottom has a design level of around 680/690 m above sea level (a.s.l.…”
Section: Upstream Damsmentioning
confidence: 99%
“…The operation of the Nurek reservoir is characterized by water level variations between the maximum operating level of 910 m (a.s.l) and minimum operating level of 857 m (a.s.l.). Within this range, the active regulation storage of the conservation pool is 4.5 km³, providing seasonal stream flow regulation of the Vakhsh River (Sherman and Rafikov, 1992), while in total the inactive/dead storage between the water levels of 680 m and 857 m (a.s.l.) amounts to 4.0 km³, according to the design capacity.…”
Section: Upstream Damsmentioning
confidence: 99%