Zobrazeno 1 - 10
of 43
pro vyhledávání: '"baffle blocks"'
Autor:
S. Gandhi
Publikováno v:
Journal of Applied Fluid Mechanics, Vol 17, Iss 4, Pp 857-869 (2024)
Different flow characteristics namely sequent depth ratio, relative height of jump, relative energy loss, efficiency, relative length of jump and relative length of roller in suddenly expanding channel against inflow Froude number varying between 2 t
Externí odkaz:
https://doaj.org/article/869341b22b53417fb304bb5ed977b065
Autor:
Muhammad Waqas Zaffar, Ishtiaq Hassan, Zulfiqar Ali, Kaleem Sarwar, Muhammad Hassan, Muhammad Taimoor Mustafa, Faizan Ahmed Waris
Publikováno v:
Aqua, Vol 72, Iss 11, Pp 2081-2108 (2023)
The stilling basin of the Taunsa barrage is a modified form of the United States Bureau of Reclamation (USBR) Type-III basin, which consists of baffle and friction blocks. Studies revealed uprooting of baffle blocks due to their vertical face. Additi
Externí odkaz:
https://doaj.org/article/de68ecbe986f41eeb513b36fb8d48c99
Publikováno v:
Water Supply, Vol 23, Iss 1, Pp 80-93 (2023)
Energy dissipation is one of the important issues in piano key weirs (PKWs). Excessive energy at the weir's toe can cause scouring. In the previous studies, energy dissipation of the arced piano key weirs (APKWs) has not been investigated. In this ex
Externí odkaz:
https://doaj.org/article/42d8ba0548a6478aa58f53f68d4521a1
Publikováno v:
Przegląd Naukowy Inżynieria i Kształtowanie Środowiska, Vol 29, Iss 4, Pp 409-420 (2020)
When designing dam spillway structures, the most significant consideration is the energy dissipation arrangements. Different varieties of baffle blocks and stilling basins have been used in this context. However, the hydraulic jump form of stilling b
Externí odkaz:
https://doaj.org/article/a88cb218418243cdab4799d5f5de82de
Publikováno v:
علوم آب و خاک, Vol 23, Iss 3, Pp 299-311 (2019)
Stilling basins have been used as an energy dissipater downstream of hydraulic structures. Dimensions of the stilling basins depends on hydraulic jump characteristics. In this research diverging hydraulic jump with an adverse slope using baffle block
Externí odkaz:
https://doaj.org/article/84a60688ccc343fba018cb949c21a161
Autor:
Pillai, N. N., Kansal, M. L.
Publikováno v:
International Symposium on Hydraulic Structures
The United States Bureau of Reclamation (USBR) extensively studied hydraulic jump-type stilling basins for various inflow and tailwater conditions. They recommend Basin III using chute blocks, rectangular baffle blocks, and sloping end sill for mediu
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::ba20fb9dda02901173c2737e6692d94b
Publikováno v:
Ain Shams Engineering Journal, Vol 4, Iss 4, Pp 675-684 (2013)
Local scour downstream hydraulic structures may result in damage or complete structural failure and loss of life and property. In this paper, an experimental study was conducted to predict the scour geometry downstream a Fayoum type weir and to minim
Externí odkaz:
https://doaj.org/article/853a783b146e4ac0bf0222574e8f6e67
Publikováno v:
Tikrit Journal of Engineering Sciences, Vol 15, Iss 3, Pp 1-16 (2013)
The aim of the present study is to indicate the drag coefficient, pressure distribution and flow types on unconventional types of angularly cutted baffle blocks and compare the results with standard baffle blocks by using the Fluent program depending
Externí odkaz:
https://doaj.org/article/6f5095394c1646589ae41a4534549133
Publikováno v:
Przegląd Naukowy Inżynieria i Kształtowanie Środowiska, Vol 29, Iss 4, Pp 409-420 (2020)
When designing dam spillway structures, the most significant consideration is the energy dissipation arrangements. Different varieties of baffle blocks and stilling basins have been used in this context. However, the hydraulic jump form of stilling b
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::3e77b90bbd881f9d984f2f7a1b72c1c6
https://doi.org/10.22630/pniks.2020.29.4.35
https://doi.org/10.22630/pniks.2020.29.4.35
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