Show/Hide Menu
Hide/Show Apps
Logout
Türkçe
Türkçe
Search
Search
Login
Login
OpenMETU
OpenMETU
About
About
Open Science Policy
Open Science Policy
Open Access Guideline
Open Access Guideline
Postgraduate Thesis Guideline
Postgraduate Thesis Guideline
Communities & Collections
Communities & Collections
Help
Help
Frequently Asked Questions
Frequently Asked Questions
Guides
Guides
Thesis submission
Thesis submission
MS without thesis term project submission
MS without thesis term project submission
Publication submission with DOI
Publication submission with DOI
Publication submission
Publication submission
Supporting Information
Supporting Information
General Information
General Information
Copyright, Embargo and License
Copyright, Embargo and License
Contact us
Contact us
Investigation of critical submergence at single and multiple- horizontal intake structures having air- entraining vortices
Download
index.pdf
Date
2015
Author
Gökmener, Serkan
Metadata
Show full item record
Item Usage Stats
287
views
123
downloads
Cite This
In this experimental study the variation of the critical submergence of air- entraining vortices with important flow and geometrical parameters were investigated at single and multiple- horizontal intake structures. In the scope of this study, three identical pipes of diameter Di=0.265 m were tested at a wide range of discharge with varying side wall clearances under symmetrical and asymmetrical approach flow conditions. Using dimensional analysis dimensionless equation was developed for critical submergence as a function of relevant flow and geometrical parameters. Regression analysis was used to derive empirical equations for the critical submergence. Moreover, these empirical equations were compared with the similar studies in the literature. Results of the experiments show that, for a given Froude number, the critical submergence values are higher for multiple water intake structures than those of single water intake structures. By using these equations it is possible to determine the required critical submergence depths above which there will be no air- entraining vortices, at single and multiple- horizontal intakes within the ranges of dimensionless parameters tested in this study. Moreover, floating rafts at different sizes were tested as anti- vortex devices to prevent the formation of air- entraining vortices and very successful results were achieved.
Subject Keywords
Intakes (Hydraulic engineering).
,
Hydraulic engineering.
,
Vortex-motion.
,
Fluid Dynamics.
,
Hydrodynamics.
URI
http://etd.lib.metu.edu.tr/upload/12619713/index.pdf
https://hdl.handle.net/11511/25400
Collections
Graduate School of Natural and Applied Sciences, Thesis
Suggestions
OpenMETU
Core
Determination of critical submergence depth at horizontal intakes
Haspolat, Emre; Göğüş, Mustafa; Köken, Mete; Department of Civil Engineering (2015)
The purpose of the study is to investigate the formation of air entraining vortices under both symmetrical and asymmetrical approach flow conditions in an experimental setup of a horizontal water intake structure composed of a reservoir-pipe system. To determine at which critical submergence the air entraining vortices forming; a series of experiments were conducted in the experimental setup with horizontal pipes of four different diameters. Approach channel side walls of the intake structure model are adju...
Forced hydraulic jump on artificially roughened beds
Şimşek, Çağdaş; Tokyay, Nuray; Department of Civil Engineering (2006)
In the scope of the study, prismatic roughness elements with different longitudinal spacing and arrangements have been tested in a rectangular flume in order to reveal their effects on fundamental characteristics of a hydraulic jump. Two basic roughness types with altering arrangements have been tested. Roughness elements of the first type extends through the channel width against the flow with varying length and pitch ratios for different arrangements. The second type is of staggered essence and produced b...
Effect of approach channel shape on theformation of vortices at single-horizontal intakes
Sönmez, Can Metin; Göğüş, Mustafa; Department of Civil Engineering (2019)
In an experimental setup of a water intake structure composed of a reservoir-pipe system, the formation of air-entraining vortices under symmetric flow conditions were investigated for different approach channel shapes. In the first set of the experiments the approach channel walls were kept parallel to each other and be perpendicular to the head-wall of the intake structure. In the following sets of the experiments these walls were located at different angles to the head-wall. A series of experiments were ...
Effect of hydraulic parameters on the formation of vortices at intake structures
Baykara, Ali; Göğüş, Mustafa; Köken, Mete; Department of Civil Engineering (2013)
The aim of this experimental study was to investigate the hydraulic conditions at which air-entraining vortices would form in front of horizontal intakes and to determine the ways of eliminating the formation of these vortices by testing anti-vortex devices. For these reasons, a series of experiments were conducted in an experimental setup composed of a reservoir having the dimensions of 3.10 m x 3.10 m x 2.20 m and a pump connected to the intake pipe. Within the reservoir, between the concrete side walls a...
Determination of hydraulic parameters of semi-infinite aquifers using Marquardt algorithm
Taşkan, Cüneyt; Önder, Halil; Department of Civil Engineering (2004)
In this study, transmissivity and storage coefficient of a semi-infinite, confined, homogeneous and isotropic aquifer, where the flow is one-dimensional and linear, are determined using Marquardt algorithm, considering two independent cases: constant drawdown in the adjacent stream; or constant discharge from the aquifer due to pumping at a constant rate. In the first case piezometric head and discharge measurements are utilized. Hydraulic diffusivity, which is the ratio of transmissivity to storage coeffic...
Citation Formats
IEEE
ACM
APA
CHICAGO
MLA
BibTeX
S. Gökmener, “Investigation of critical submergence at single and multiple- horizontal intake structures having air- entraining vortices,” M.S. - Master of Science, Middle East Technical University, 2015.