Results 51 to 60 of about 214 (177)

Laboratory studies into hydraulic coefficient in curved planform labyrinth weir and piano key weir

open access: yesGrađevinar, 2019
In this paper, the discharge coefficient of piano key weirs is compared with that of curved planform labyrinth weirs. Results show that the discharge coefficient of piano key weirs is by 17.1% higher compared to that of curved planform labyrinth weirs ...
Behzad Zeraat   +4 more
doaj   +1 more source

UEG Week 2025 Poster Presentations [PDF]

open access: yesUnited European Gastroenterol J
United European Gastroenterology Journal, Volume 13, Issue S8, Page S803-S1476, October 2025.
europepmc   +2 more sources

Numerical Simulation of Flow Over the Arced Trapezoidal Piano Key Weir [PDF]

open access: yesJournal of Hydraulic and Water Engineering
Weir is one of the most common man-made hydraulic structures that are used to measure the flow in canals, store water, and control floods. The piano key weir (PKW) is a type of non-linear weir and is considered one of the best hydraulic-economical ...
Adel Edalati, Ramin Amini
doaj   +1 more source

Hydraulic design of A-type Piano Key Weirs

open access: yesJournal of Hydraulic Research, 2012
Piano Key Weirs (PKWs) are an alternative to linear overflow structures, increasing the unit discharge for similar heads and spillway widths. Thus, they allow to operate reservoirs with elevated supply levels, thereby providing additional storage volume. As they are relatively novel structures, few design criteria are available.
Ribeiro, Marcelo Leite   +3 more
openaire   +2 more sources

Numerical Analysis of Flow Hydraulic in Trapezoidal Labyrinths and Piano Key Weirs

open access: yesعلوم آب و خاک, 2020
The flow fields over a trapezoidal labyrinth weir (two-cycle) and a piano key weir were simulated using Flow3D, studying the impact of each model on the flow field in the weirs and the coefficient of discharge in comparison with the available ...
R. Gharibvand   +4 more
doaj  

Conducting experimental and numerical studies to analyze the impact of the base nose shape on flow hydraulics in PKW weir using FLOW 3D [PDF]

open access: yesJournal of Hydraulic Structures
Weirs serve as fundamental structures for channeling excess flow from behind dams to downstream areas. In this study, a numerical and laboratory investigation was conducted to explore the impact of different base nose shapes installed under the outlet ...
Behshad Mardasi   +2 more
doaj   +1 more source

Hydraulic Advantage of Piano-key Weir Over Ogee Weir

open access: yesInternational Journal of Innovative Technology and Exploring Engineering, 2019
The piano-key weir is a new encouraging hydraulic structure yet to become a widespread usage due to limited knowledge of the hydraulic performance. A laboratory investigation on the hydraulic efficiency of the piano-key weir was compared with that of an ogee weir.
openaire   +1 more source

Experimental investigation of the effect of the presence of obstacles at the end of the output keys of the C-type piano key weir on its downstream scour [PDF]

open access: yesعلوم آب و خاک
Piano key weirs are a type of non-linear weir that have a higher discharge coefficient than similar linear weirs. These hydraulic structures have a lightweight foundation and a simple structure is designed and installed on dams and drainage channels. Due
A. Khoshfetrat, Y. Neamah Abdulhasan
doaj  

Efficiency Improvement of Piano Key Weirs Using Numerical Simulation [PDF]

open access: yesJournal of Hydraulic Structures
Piano key weirs, as a type of non-linear spillway with specific geometry, have a higher discharge capacity and have thus attracted researchers' attention. The use of piano key weirs is proposed as an alternative solution to improve dam performance.
Behnam Taheri   +2 more
doaj   +1 more source

Enhancing Hydraulic Performance and Discharge Efficiency of a Type-C Piano Key Weir Through Stage Incorporation

open access: yesJournal of Engineering and Sustainable Development
Weirs are hydraulic constructions typically employed in dam spillways and channel control structures. The shape and size of the crest will determine whether the weir is linear or non-linear.
Taghreed A. Musa, Najm O.S. Alghazali
doaj   +1 more source

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