نتایج جستجو برای: reservoir sediment

تعداد نتایج: 77168  

Journal: :مهندسی سازه 0
نوبخت بختیاری باقر نیکوفر

when a dam is constructed on a river path, inevitably sedimentation of alluvial materials occurred. therefore, the initial capacity of the reservoir reduce gradually, and if don’t predict the effects of this phenomena and its proper control methods, the application of the reservoir may be affected. the findings of this thesis confirm that, the sedimentation in reservoirs and the variations of t...

Journal: :global journal of environmental science and management 0
s. afshar department of civil engineering, science and research branch, islamic azad university, tehran, iran b. saghafian department of civil engineering, science and research branch, islamic azad university, tehran, iran h.r. vosoughifar department of civil engineering, islamic azad university, tehran south branch, tehran, iran

the present study was carried out to determine the possible origins of sediments entering taleghan dam in northern part of iran, in order to avoid further sedimentation and helping in extension of the useful life of the proposed dam. this was performed by xrd analysis. to do so, first of all, sediment sampling points were positioned along the taleghan river. the collected samples, after coding,...

Journal: :Brazilian journal of biology = Revista brasleira de biologia 2009
A Jorcin M G Nogueira R Belmont

This study is part of the limnological monitoring undertaken by the Energy Company of the State of São Paulo (CESP) during the filling up process of the Porto Primavera Reservoir (Hydroelectric Power Plant Engenheiro Sérgio Motta). This reservoir, located in the high Paraná River between the States of São Paulo and Mato Grosso do Sul, is the fourth largest in the country. The first filling up p...

Journal: :Journal of Japan Society of Civil Engineers, Ser. B1 (Hydraulic Engineering) 2013

2014
Eleni Yeshaneh Alexander Eder Günter Blöschl

Cop Abstract: Event sediment transport and yield were studied for 45 events in the upstream part of the 260 km agricultural Koga catchment that drains to an irrigation reservoir. Discharge and turbidity data were collected over a period of more than a year, accompanied by grab sampling. Turbidity was very well correlated with the sediment concentrations from the samples (r = 0.99), which allowe...

Journal: :آب و خاک 0
علیرضا عمادی اکبر محمدیها جمال ولی سامانی

abstract area-reduction method is one of the most common experimental methods that determines the sediment distribution in reservoirs. in this method, reservoirs are geometrically divided into four types. for all reservoir types, parameters are achieved based on a limited number of reservoirs which leads to large scale errors for prediction of this method. so suitable parameters can be achieved...

Journal: :کشاورزی (منتشر نمی شود) 0
محمدرضا نجفی شهری استادیار، گروه آبیاری و زهکشی، پردیس کشاورزی و منابع طبیعی، دانشگاه تهران، پاکدشت

the sefidrud dam was constructed and made operational in iran in 1962. the reservoir lost a considerable amount of its storage capacity in the first two decades of its operation when about 800 mcm sediment deposited in it and by considering the total capacity, 1800 mcm, the live storage capacity was reduced by 45 percent in 1980. the gilan project authorities have attempted to recreate the rese...

محمود شفاعی بجستان, , حسین صمدی بروجنی, , منوچهر فتحی مقدم, ,

Sedimentation and consolidation of cohesive sediments near the dam body can cause many problems such as clogging the bottom outlets and entering the sediments into the hydropower intakes. Flushing of these sediments through the bottom outlet will be successful only if the hydraulic conditions are designed according to the physical and mechanical properties of consolidated sediments. During the ...

ژورنال: علوم آب و خاک 2007
محمود شفاعی بجستان, , حسین صمدی بروجنی, , منوچهر فتحی مقدم, ,

Sedimentation and consolidation of cohesive sediments near the dam body can cause many problems such as clogging the bottom outlets and entering the sediments into the hydropower intakes. Flushing of these sediments through the bottom outlet will be successful only if the hydraulic conditions are designed according to the physical and mechanical properties of consolidated sediments. During the ...

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