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    (Experimental Investigation Influence of Submerged Vanes on Dimension Separation Zone and Control Turbulent at a 90˚ Open-Channel Junction)

    , M.Sc. Thesis Sharif University of Technology Nikbin, Sahar (Author) ; Borghei, Mahmoud (Supervisor)
    Abstract
    In this study, the effect of submerged vanes on the flow pattern and dimensions of separation zone at a 90˚ open-channel Junction were investigated. The experiments were conducted in three stages. First, for validity of data with the results of webber et al, using ADV, velocities was teken without submerged vanes.in the second stage, experiments with dye injection was performed at confluence for several initial arrangement of vanes. From 54 different arrangements, two arrangements were selected. In three stage, three dimensional velocities was teken in two arrangement selected. Due to the significant reduction the size of separation zone in one of these arrangements, with moving this... 

    Experimental Investigation of the Effect of Inlet Concentration and Obstacle Height on The Structure and Depositional Behavior of Turbidity Currents

    , M.Sc. Thesis Sharif University of Technology Farizan, Ahmad Reza (Author) ; Firoozabadi, Bahar (Supervisor) ; Afshin, Hossein (Co-Advisor)
    Abstract
    Gravity currents are a general class of flows in which the density difference between two fluids drives the flow. Turbidity currents are gravity currents in which the density difference is due to suspended sediment. Reservoir sedimentation is mainly occurs because of sediment transport by these currents. If turbidity currents can be stopped in a reservoir, or influenced in such a way that the sediments are not deposited in critical locations like bottom outlets, the storage capacity of the reservoirs can be increased considerably. In order to do this, various methods such as placing an obstacle in the path of these flows have been proposed. In this study, the effect of inlet sediment... 

    Experimental investigation of the effect of obstacles on the behavior of turbidity currents

    , Article Canadian Journal of Civil Engineering ; Volume 40, Issue 4 , 2013 , Pages 343-352 ; 03151468 (ISSN) Oshaghi, M. R ; Afshin, H ; Firoozabadi, B ; Sharif University of Technology
    2013
    Abstract
    Turbidity current is produced when a particle-laden fluid flows under lighter ambient fresh fluid. The streaming of particle-laden fluid is called a turbidity current and this kind of current is an important mechanism for sediment transportation in lakes and oceans. In the present research, the main concentration is on the effect of obstacle with an isosceles right triangular cross section on the behavior of turbidity current. A series of laboratory experiments were carried out with various obstacle heights and different inlet densimetric Froude numbers. In each experiment, velocity profiles upstream and downstream of the obstacle were measured, using an acoustic Doppler velocimeter. Kaolin... 

    Effect of an obstacle on the depositional behaviour of turbidity currents

    , Article Journal of Hydraulic Research ; 2018 , Pages 1-15 ; 00221686 (ISSN) Farizan, A ; Yaghoubi, S ; Firoozabadi, B ; Afshin, H ; Sharif University of Technology
    Taylor and Francis Ltd  2018
    Abstract
    Turbidity currents are responsible for much of the sedimentation in reservoirs. In order to control these flows, various methods such as placing an obstacle in their path have been proposed. In this study, the effect of inlet sediment concentration and obstacle height on the behaviour of turbidity currents is investigated experimentally. For this purpose, some experiments were carried out with different inlet concentrations and various obstacle heights. Velocity and concentration profiles were measured using an acoustic Doppler velocimeter. To examine the depositional behaviour of turbidity current, suspended sediment flux was calculated using velocity and concentration profiles of the... 

    Experimental investigation of single walue variables of three-dimensional density current

    , Article Canadian Journal of Physics ; Volume 87, Issue 2 , 2009 , Pages 125-134 ; 00084204 (ISSN) Firoozabadi, B ; Afshin, H ; Shelkhi, J ; Sharif University of Technology
    2009
    Abstract
    The height of a dense layer underflow is defined as the interface between a dyed saline solution fluid and colorless ambient fluid. In this paper, the density current height or vision height of three-dimensional saline water under pure water is measured empirically, and the relation of this parameter with the location of maximum velocity is investigated. Because of the absence of a clear interface between the dense underflow and pure water, researchers were unable to define a unique parameter for the evaluation of density current height. The parameters used by some researchers include the height corresponding to the location of maximum, half-maximum, and quarter-maximum velocity in the... 

    Flow field around single and tandem piers

    , Article Flow, Turbulence and Combustion ; Volume 90, Issue 3 , April , 2013 , Pages 471-490 ; 13866184 (ISSN) Ataie Ashtiani, B ; Aslani-Kordkandi, A ; Sharif University of Technology
    2013
    Abstract
    The present study provides a comparison between the flow pattern around two circular piers in tandem and a single pier set up on a moderately rough flat bed in a laboratory flume. Velocities are measured by an Acoustic Doppler Velocimeter (ADV). The contours of the time-averaged velocity components, Reynolds shear stresses, turbulence intensities and turbulence kinetic energy at different planes are presented. Streamlines and vectors are used to study the flow features. The analysis of power spectra around the piers is also presented. The results show that the presence of downstream pier changes the flow structure to a great extent, particularly in the near-wake region. Within the gap... 

    Effect of selected parameters on the depositional behaviour of turbidity currents

    , Article Journal of Hydraulic Research ; Volume 50, Issue 1 , Dec , 2012 , Pages 60-69 ; 00221686 (ISSN) Khavasi, E ; Afshin, H ; Firoozabadi, B ; Sharif University of Technology
    2012
    Abstract
    Turbidity currents containing kaolin particles were studied experimentally in a channel and the velocity and concentration profiles were measured using an acoustic Doppler velocimeter. These experiments were performed to investigate the depositional behaviour of turbidity currents. The suspended sediment flux was evaluated by experimental and analytical methods and the results of these two methods were in a good agreement. To evaluate the suspended sediment flux, it was necessary to recognize the suspended sediment zone from the upper shear layer region and near the bed depositional area as well. The method of determination of these areas is discussed. The effects of important parameters... 

    Scour hole influence on turbulent flow field around complex bridge piers

    , Article Flow, Turbulence and Combustion ; Volume 97, Issue 2 , 2016 , Pages 451-474 ; 13866184 (ISSN) Beheshti, A. A ; Ataie Ashtiani, B ; Sharif University of Technology
    Springer Netherlands 
    Abstract
    Experimental results of detailed flow measurements using an Acoustic-Doppler Velocimeter (ADV) around a complex bridge pier (CBP) are presented. The pier consists of a column, a pile cap (PC) and a 2×4 pile group. The time-averaged velocities, turbulence intensities, and Reynolds stresses are studied and presented at different horizontal and vertical planes. Streamlines obtained from the velocity fields are used to show the complexity of the flow around the pier. It is shown that the main feature of the flow responsible for the entrainment of the bed sediments is a contracted (pressurized) flow below the PC toward the piles. A deflected flow around the PC and a strong down-flow along its... 

    Experimental investigation of the effect of inlet concentration on the behavior of turbidity currents in the presence of two consecutive obstacles

    , Article Journal of Waterway, Port, Coastal and Ocean Engineering ; Volume 143, Issue 2 , 2017 ; 0733950X (ISSN) Yaghoubi, S ; Afshin, H ; Firoozabadi, B ; Farizan, A ; Sharif University of Technology
    American Society of Civil Engineers (ASCE)  2017
    Abstract
    Turbidity currents are often the main processes of sediment transport in deep waters and reservoirs. To prevent sedimentation in critical locations, various methods, such as placing solid obstacles in the path of these flows, have been proposed. In the present study, the effect of inlet concentration on the behavior of turbidity currents in the presence of two consecutive triangular obstacles was investigated experimentally. For this purpose, a series of laboratory experiments were conducted with various inlet concentrations. In each experiment, velocity and concentration profiles were measured using an acoustic Doppler velocimeter. The velocity of the current head and local Froude number... 

    Effect of an obstacle on the depositional behaviour of turbidity currents

    , Article Journal of Hydraulic Research ; Volume 57, Issue 1 , 2019 , Pages 75-89 ; 00221686 (ISSN) Farizan, A ; Yaghoubi, S ; Firoozabadi, B ; Afshin, H ; Sharif University of Technology
    Taylor and Francis Ltd  2019
    Abstract
    Turbidity currents are responsible for much of the sedimentation in reservoirs. In order to control these flows, various methods such as placing an obstacle in their path have been proposed. In this study, the effect of inlet sediment concentration and obstacle height on the behaviour of turbidity currents is investigated experimentally. For this purpose, some experiments were carried out with different inlet concentrations and various obstacle heights. Velocity and concentration profiles were measured using an acoustic Doppler velocimeter. To examine the depositional behaviour of turbidity current, suspended sediment flux was calculated using velocity and concentration profiles of the... 

    Synchronous measurements of the velocity and concentration in low density turbidity currents using an Acoustic Doppler Velocimeter

    , Article Flow Measurement and Instrumentation ; Volume 17, Issue 1 , 2006 , Pages 59-68 ; 09555986 (ISSN) Hosseini, S. A ; Shamsai, A ; Ataie Ashtiani, B ; Sharif University of Technology
    2006
    Abstract
    Low density turbidity currents have been investigated in a laboratory flume. An Acoustic Doppler Velocimeter (ADV) was used to measure the velocity. The dimensionless velocity profiles were compared with previous studies to check the accuracy of acoustic measuring techniques for turbidity currents. Successful use of the ADV to measure the current velocity has led to interest in the technique of using acoustic sensors to estimate concentrations. Acoustic backscattering analyses are used for estimating the sediment concentration in turbidity currents. With this approach, concentration measurements can be reasonably well represented by a similarity profile. Using this technique, an accurate... 

    Flow field around side-by-side piers with and without a scour hole

    , Article European Journal of Mechanics, B/Fluids ; Volume 36 , 2012 , Pages 152-166 ; 09977546 (ISSN) Ataie Ashtiani, B ; Aslani Kordkandi, A ; Sharif University of Technology
    2012
    Abstract
    The present study provides the experimental results of the flow pattern around two-circular piers positioned in side-by-side arrangement. The experiments were performed for two bed configurations (with and without a scour hole). Velocities were measured by an Acoustic Doppler Velocimeter (ADV). Flat bed and scour hole were frozen by synthetic glue to facilitate the performance of the experiments. The contours and distributions of the time-averaged velocity components, turbulence intensities, turbulence kinetic energy, and Reynolds stresses at different horizontal and vertical planes are presented. Streamlines and velocity vectors obtained from time-averaged velocity fields are used to show... 

    Experiments on turbidity current regimes in a straight open channel

    , Article World Environmental and Water Resources Congress 2011: Bearing Knowledge for Sustainability - Proceedings of the 2011 World Environmental and Water Resources Congress, 22 May 2011 through 26 May 2011 ; May , 2011 , Pages 4047-4064 ; 9780784411735 (ISBN) Keshtkar, S ; Ayyoubzadeh, S. A ; Firoozabadi, B ; Kordi, E ; Sharif University of Technology
    2011
    Abstract
    The present study has been conducted to investigate the effect of inlet flow regimes on vertical velocity and concentration profiles of the turbidity current. Experiments carried out on small scale channel and Kaolin with a density of 2.65 kg/m3 and a mean particle diameter of 4.5 μm, was used to generate the currents. Velocities were obtained at a rate of 10 Hz using an acoustic Doppler velocimeter. Using the siphon sampling approach, the acoustic backscattering intensity was calibrated and concentration was determined using a backscattering analysis. Results showed that the ratio of maximum velocity height to the height of the current was around 0.4-0.5 in sub- and super-critical regimes.... 

    Hydrodynamics analysis of Density currents

    , Article International Journal of Engineering, Transactions B: Applications ; Volume 21, Issue 3 , 2008 , Pages 211-226 ; 1728-144X (ISSN) Afshin, H ; Firoozabadi, B ; Rad, M ; Sharif University of Technology
    Materials and Energy Research Center  2008
    Abstract
    Density Current is formed when a fluid with heavier density than the surrounding fluid flows down an inclined bed. These types of flows are common in nature and can be produced by; salinity, temperature inhomogeneities, or suspended particles of silt and clay. Driven by the density difference between inflow and clear water in reservoirs, density current plunges clear water and moves towards a dam, while density current flows on a sloping bed. The vertical spreading due to water entrainment has an important role in determining the propagation rate in the longitudinal direction. In this work, two-dimensional steady-state salt solutions' density currents were investigated by means of...