Results 31 to 40 of about 435 (189)

Determination of discharge coefficient in the tilted crown sharp-crested weirs [PDF]

open access: yesJournal of Applied Research in Water and Wastewater, 2022
In this study, the performance of vertical and tilted crown weirs with different angles of the weir crest across the flow has been investigated using numerical and experimental models.
Salma Ajeel Fenjan   +2 more
doaj   +1 more source

Aplikasi Persamaan Rehbock, Kinsvater – Carter, Dan Persamaan Umum Pada Bangunan Ukur Segi Empat Skala Laboratorium

open access: yesJPFT (Jurnal Pendidikan Fisika dan Teknologi), 2019
The rectangular sharp-crested weir often finds in irrigation open channels. The function of the rectangular sharp-crested weir measures and divides the water flow to be distributed to agricultural lands.
Suhardi Suhardi
doaj   +1 more source

Experimental study of discharge Coefficient of Piano Key Side Weir in 45-Degree Sector of a curved channel [PDF]

open access: yesمهندسی منابع آب, 2020
A new type of Long-crested weirs is Piano Key weir that allows the reservoir to run at a higher level. The use of a Piano Key weir as side weir allows for more drainage, due to the geometric shape of the channel and the impact of centrifugal force on the
Babak Ghobadi, Mojtaba Saneie
doaj  

Overflow Characteristic of Cylindrical Shape Crest Weirs Over Horizontal Bed

open access: yesTikrit Journal of Engineering Sciences, 2013
The most common types of weirs are the broad-crested weir, the sharp-crested weir, the circular crested weir and the ogee crested weir. Advantages of the cylindrical weir shape include the stable overflow pattern, the ease to pass floating debris, the ...
Emad4 AbdulGabbar
doaj   +3 more sources

Discharge coefficient of flow over Al-Shalalat stepped weir on Al-Khusr River

open access: yesApplied Water Science, 2021
Many hydraulic structures are constructed in an open channel according to the purposes and the nature of the region. Weir is one of these structures which is used for discharge measurements as well as rising water depth in irrigation channels.
Azza N. Altalib
doaj   +1 more source

Prediction of the discharge coefficient of steeply crested inclined weirs using different neural network techniques

open access: yesNTU Journal of Engineering and Technology, 2023
The main objective of this work is to accurately predict in irrigation and hydraulic systems the discharge coefficient of the used sharp-crested inclined dams.
Adnan A. Ismael   +3 more
doaj   +1 more source

Sharp-crested weir head losses investigation

open access: yes, 2018
The work is devoted to the rectangular sharp-crested weir calculation methods improvement. This can be realized by using mathematical model developed on energy and momentum conservation principles.
Korniichuk, V.   +3 more
core   +1 more source

Coefficients of Discharge of Submerged Sharp-crested weirs

open access: yesTransactions of the Japan Society of Mechanical Engineers, 1953
According to our viewpoint that the submerged weirs will be a submerged orifice, we gave a formula of coefficient of discharge of submerged sharp-creasted weirs. The result was compared with those obtained by many methods, i.e., "du Buat", "Wisconsin", "Fteley & Stearns", "Francis", "Herschel" and "Bazin".
ITAYA, Syoju, TAKENAKA, Toshio
openaire   +2 more sources

Optimized Mesh Zoning for Dam Bottom Outlet CFD Simulations Using Richardson Extrapolation and Grid Convergence Analysis

open access: yesEngineering Reports, Volume 8, Issue 6, June 2026.
A Richardson‐extrapolation–based mesh zoning framework is developed to optimize CFD simulation accuracy and computational efficiency in dam bottom outlet flows. Using six mesh scenarios and multi‐parameter convergence analysis (pressure, velocity, TKE), the method identifies an optimal fine‐resolution zone around the gate and progressively coarser ...
Mohammad Masoud Vaseti   +2 more
wiley   +1 more source

River Meander Development by Bar‐Push and Bank‐Pull During Cyclic Hydrographs in a Field‐Scale Experimental Channel

open access: yesWater Resources Research, Volume 62, Issue 5, May 2026.
Abstract Gravel‐bed rivers widen and narrow as bar‐push and bank‐pull wax and wane through individual floods, yet over decades the channel often holds near constant width, evidence of coupling between inner‐bank deposition and outer‐bank erosion. Because large, event‐scale data sets are scarce and most field rivers have mixed grain‐size beds, the ...
Basem M. M. Mahmoud   +4 more
wiley   +1 more source

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