Fall Velocity of Cohesive Sediments in Dez Dam Reservoir
نویسندگان
چکیده
منابع مشابه
Ageing Effects on the Dam-Reservoir-Foundation Interaction Response of the Dez Concrete Arch Dam
In the present study, as a promotion to the previous attempt of the authors and his co-workers, Labibzadeh et. al. [1] the degradation of mass concrete of the Dez dam was evaluated in more detail using a more sophisticated numerical degradation model. In that preceding work, it was demonstrated that the concrete of the Dez dam has been deteriorated and its mechanical properties have been change...
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Water reservoir programming studies aim to determine the final cultivated land area based on predefined agricultural models and water requirements. Dam utilization rule curve is also provided in such studies. The system of Dez dam water resources was simulated applying the basic information in order to determine the capability of its reservoir to provide the objectives of the performed plan. As...
متن کاملReservoir water temperature modeling by geostatistical analysis of ASTER images (Case Study: Dez Dam, Iran)
Satellite data have been used for temperature modeling both in urban areas and water. This paperstudies viability of ASTER satellite images that provide high spatial and spectral resolution to model watersurface temperature, as a fundamental water quality parameter. This study is focused on Dez dam reservoirresiding in Khuzestan province, south west of Iran. After the image corrections required...
متن کاملبررسی فرایند ته نشینی و تحکیم رسوبات چسبنده مخزن سد دز
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 ...
متن کاملبررسی فرایند ته نشینی و تحکیم رسوبات چسبنده مخزن سد دز
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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ژورنال
عنوان ژورنال: Research Journal of Environmental Sciences
سال: 2009
ISSN: 1819-3412
DOI: 10.3923/rjes.2009.71.79