نتایج جستجو برای: submerged hydraulic jump

تعداد نتایج: 56367  

Journal: :آب و خاک 0
محسن نصرآبادی محمد حسین امید جواد فرهودی

abstract in this study, the effect of suspended load transport on the characteristics of submerged hydraulic jump (shj) in a rectangular channel was investigated experimentally. sediment concentration and jet froude numbers in the range of 0.424%-16.15% and 1.93-4.96, respectively, were considered. tow grain size 0.15 and 0.03 mm were used in the experiments. characteristics of submerged hydrau...

Journal: :تحقیقات آب و خاک ایران 0
امین قاسمی گروه مهندسی آبیاری و آبادانی دانشگاه تهران محمد حسین امید گروه مهندسی آبیاری و آبادانی دانشگاه تهران محسن نصرآبادی گروه مهندسی آبیاری و آبادانی دانشگاه تهران علی رئیسی استبرق گروه مهندسی آبیاری و آبادانی دانشگاه تهران

in this research, in order to develop new relationships with reasonable accuracy for estimation of the ‎submerged hydraulic jump characteristics, a study has been conducted experimentally. experiments have ‎been done in a rectangular channel with a length of 9 m, a width of 0.5 m and a depth of 0.45 m. froude ‎numbers in these tests range from 3.5 to 11.5 and between submergence ratios of 0.1 t...

Journal: :Journal of the Hydraulics Division 1966

Journal: :Journal of the Hydraulics Division 1981

Journal: :آب و خاک 0
تورج هنر سوده پورحمزه

abstract many studies have been conducted on the characteristics of hydraulic jump over gradually expanding cross sections, but comparatively few have been carried out on basins with convergent wall. in the present research, the hydraulic jump characteristic of the stilling basin with convergent wall has been investigated. the main objective of this research is evaluation of conjugate depths ra...

Journal: :journal of hydraulic structures 2014
javad farhoudi hossein khalili shayan

hydraulic jump on adverse stilling basin is an unstable phenomenon which causes some complexities in controlling of the   jump. this paper considers the stability of free hydraulic jump on adverse stilling basins from a theoretical point of view. a minimum value of upstream froude number is needed to produce the free hydraulic jump on adverse stilling basins which was presented by a theoretical...

Journal: :Transactions of the Japan Society of Civil Engineers 1960

ژورنال: علوم آب و خاک 2018
خانخانی زوراب, رضا, کاشفی پور, محمود,

The purpose of this study was to evaluate two perforated sills in the stilling basin and their impact on characteristics of the hydraulic jump, such as the length of the roller of hydraulic jump, decrease in the secondary depth of the hydraulic jump, and the required tailwater depth. Also, the optimal distance of two perforated sills from the beginning of the stilling basin with a fixed height ...

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