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    Experimental modeling of vortex tube refrigerator

    , Article Applied Thermal Engineering ; Volume 23, Issue 15 , 2003 , Pages 1971-1980 ; 13594311 (ISSN) Saidi, M. H ; Valipour, M. S ; Sharif University of Technology
    2003
    Abstract
    An experimental investigation has been performed to realize thorough behavior of a vortex tube system. In this work attention has been focussed on the classification of the parameters affecting vortex tube operation. The effective parameters are divided into two different types, namely geometrical and thermo-physical ones. A reliable test rig has been designed and constructed to investigate the effect of geometrical parameters i.e. diameter and length of main tube, diameter of outlet orifice, shape of entrance nozzle. Thermo-physical parameters which have been designated and studied are inlet gas pressure, type of gas, cold gas mass ratio and moisture of inlet gas. The effects of these... 

    Laboratory Investigation of Hydraulic & Constructional Effect of Sills on Dissipation of Energy in the Stepped Spillway

    , M.Sc. Thesis Sharif University of Technology Sedaghatnezhad, Sara (Author) ; shamsaee, Abolfazl (Supervisor)
    Abstract
    Chutes and stepped spillways are used to provide controlled release of flows and overflow in flood regimes from a dam into the downstream area. The main purpose of steps is to produce considerable energy dissipation along the chute and reduce the size of the required downstream energy dissipation basin. Many researches conducted on this matter and the effects of different factors like the height of steps, the number of steps, the different shapes of steps – mild step and end-sill step – influencing on energy dissipation have been studied. In this study, three different stepped spillway experimental models with different heights (5, 8 and 10 cm) and different number of steps developed, and... 

    Laboratory Investigation For Unsymmetric Rectangular Weir

    , M.Sc. Thesis Sharif University of Technology Aghazadeh, Pooya (Author) ; Borghei, Mahmood (Supervisor)
    Abstract
    Sharp crested weirs are one of the main and oldest means of measuring discharge in water conveyance systems. Many studies have been done on sharp rectangular weirs and have provided many relationships regarding the effect of geometric parameters and various factors on discharge coefficient of the weirs.In some places, due to existence of obstacles or barriers in the channel, it is impossible to create a symmetrical continuous weir some other cases,multiple or asymmetric weirs should be used, which is the main concept of this project.Since it seems unlikely that a purely mathematical model can review the impact of the multiplicity and asymmetry of these weirs without using empirical... 

    Experimental Study of Hydraulics of Flush Tanks in Sewer Networks

    , M.Sc. Thesis Sharif University of Technology Mofidi, Mohammad (Author) ; Borgheie, Mahmoud (Supervisor)
    Abstract
    One of the miscellaneous units that are frequently used in water and wastewater systems is flush tank. Flush tank increases the self cleaning velocity in the conduit, and helps to clear the conduits from deposits and contaminations. While these units have been used for many years, there is not enough information about the hydraulic performance of these units in respect to the discharge, distance from the tank and the pipe hydraulics. In this paper the experimental results from observed hydrographs at different distances from the flush tank in a pipe has been presented. The variables include; volume of releasing water (or inlet hydrograph), upstream head, pipe diameter (3 and 4 cm), pipe... 

    Improving Efficiency of Labyrinth Side Weirs Using Asymmetric Geometry

    , M.Sc. Thesis Sharif University of Technology Parvaneh, Ali (Author) ; Borghei, Mahmood (Supervisor)
    Abstract
    One of the most important methods of controlling discharge in water industry which is widely used in irrigation, water distribution, waste-water engineering, drainage, flood control and other water related projects, is side weir. The hydraulic behavior of flow over side weir is spatially varied flow with decreasing discharge. Various investigators have related the weir discharge coefficient as a function of main channel upstream Froude number and the fraction of weir height to upstream depth . Performance of sharp crested side weirs with extended length (as labyrinth side weir with asymmetric geometry) has been studied in this thesis. The variables for this study are height of weir ,... 

    A modal coupling procedure to improve residual modal effects based on experimentally generated data

    , Article Journal of Sound and Vibration ; Volume 331, Issue 1 , 2012 , Pages 66-80 ; 0022460X (ISSN) Hosseini Kordkheili, S. A ; Momeni Massouleh, S. H ; Kokabi, M. J ; Bahai, H ; Sharif University of Technology
    2012
    Abstract
    In this paper a modal coupling procedure is developed to improve residual modal effects based on experimentally generated data. While showing that CraigChangs proposed approximation function for higher frequency modes does not compare well with the exact function, a new procedure is developed in order to re-express the dynamic residuals. For this purpose, all frequency dependent terms of the Maclaurin series in CraigChangs proposed method are replaced by a general compatible function, which includes the neglected higher order terms. However, this function no longer appears in final equation of motion. Results from case studies for the discrete, continuous and experimental models are... 

    Estimation of damage induced by single-hole rock blasting: A review on analytical, numerical, and experimental solutions

    , Article Energies ; Volume 14, Issue 1 , 2021 ; 19961073 (ISSN) Shadabfar, M ; Gokdemir, C ; Zhou, M ; Kordestani, H ; Muho, E. V ; Sharif University of Technology
    MDPI AG  2021
    Abstract
    This paper presents a review of the existing models for the estimation of explosion-induced crushed and cracked zones. The control of these zones is of utmost importance in the rock explosion design, since it aims at optimizing the fragmentation and, as a result, minimizing the fine grain production and recovery cycle. Moreover, this optimization can reduce the damage beyond the set border and align the excavation plan with the geometric design. The models are categorized into three groups based on the approach, i.e., analytical, numerical, and experimental approaches, and for each group, the relevant studies are classified and presented in a comprehensive manner. More specifically, in the... 

    Lateral chute and jet impact for ogee spillway

    , Article 31st IAHR Congress 2005: Water Engineering for the Future, Choices and Challenges, 11 September 2005 through 16 September 2005 ; 2005 , Pages 2609-2615 ; 8987898245 (ISBN); 9788987898247 (ISBN) Borghei, S. M ; Ahmadi, A ; Byong-Ho J ; Sang I. L ; Won S. I ; Gye-Woon C ; Sharif University of Technology
    Korea Water Resources Association  2005
    Abstract
    Ogee spillway with lateral stepped chutes is a kind of compound spillway which, the energy dissipates due to spillway, turbulence in lateral step chutes and jets impact. Therefore, beside extra energy loss respect to conventional spillways, the Froude number at the foot of the spillway reduces dramatically comparing with the ordinary spillways and a smaller stilling basin is needed with reduced dimensions. In this study the performance of experimental model of this kind of spillway with two opposite symmetrical lateral chutes with different slopes and roughness has been studied. Five different widths for downstream channel (or chute slope), three different kinds of chute roughness (with... 

    Investigating Wind-Induced Currents in Sloped Aquatic Canopy Areas

    , M.Sc. Thesis Sharif University of Technology Tohidi, Ali (Author) ; Jamali, Mirmosadegh (Supervisor)
    Abstract
    Aquatic canopy zones play an important role in maintenance of ecosystems. These areas are ubiquitous near rivers, lakes, lagoons, estuaries and shore lines. Governing dynamical systems through these areas have direct influence on, how nutrients and other vital materials for living things disperse. Also, they can control the amount of dissolved oxygen within the body of water in these regions. Nowadays, investigating the effects of vegetation grabbed the attention of many scientists and is a very important burgeoning field. In this study, the effects of surface cooling which resulting from mild wind blow have been investigated. In fact, two type of different currents form when wind blows... 

    Experimental Study of Two-Phase Slug Flow in Rectangular Tunnls with Adverse Slope

    , M.Sc. Thesis Sharif University of Technology Karimpour, Farid (Author) ; Borghei, Mahmoud (Supervisor)
    Abstract
    Slug Flow is one of the most important schemes of two-phase air/water flow, which is quite complex and quite different to a single-phase flow. Also one of the common water conveyance systems is a rectangular tunnel which may have adverse slope at some parts of the tunnel. In this study the hydraulic of slug flow in rectangular tunnels with variable slope from horizontal to adverse have been considered using experimental setup. About 150 tests were carried out for different air/water discharge ratios and adverse slopes, and dynamic pressure fluctuations together with the slug period were measured. It was observed that the pressure fluctuations increase as the air to water ratio increases and... 

    An Experimental Investigation of Three-Phase Flow of water-Oil-Gas Mixture Through Water-wet Sandstone

    , M.Sc. Thesis Sharif University of Technology Javanbakht, Leila (Author) ; Masihi, Mohsen (Supervisor)
    Abstract
    Accurate prediction of relative permeability for various reservoir rocks at various saturation conditions has been of concern for a long time in petroleum industry. Relative permeability is known as one of the most significant parameters in simulation of actual multi-phase flow through porous media during life-time of a hydrocarbon reservoir. In addition, it plays important role in oil production and well completion. Direct experimental measurement in order to determine relative permeability of porous rock has long been recorded in petroleum related literature. However, empirical methods for determining relative permeability are becoming more widely used, particularly with the advent of... 

    Hydrodynamic Interactions of Artificial Reef using a Laboratory Model

    , M.Sc. Thesis Sharif University of Technology Kalantari, Mohammad Saeed (Author) ; Borghei, Mahmoud (Supervisor) ; Aghtouman, Peyman (Supervisor)
    Abstract
    Resources management is essential duo to sustainable development and marine resources limitations. There are several ways to restore coastal damaged ecosystems, one of the best and most cost effective solution is establishment of artificial reefs. A popular type of artificial reef is named Reef ball, a hollow hemisphere. In some regions these habitats has also been used as submerged breakwater. These structures recover and protect endangered species ecosystem although they provide aesthetic view to a beach. Main application of these structures is to provide a safe environment for marine creature. In this study initially Transmission coefficient variation in two-dimensional model experiments... 

    Hydraulic Evaluation and Pressure Estimation in Two-Phase Air-Water Slug Flow Using Soft Computing

    , M.Sc. Thesis Sharif University of Technology Akbarian, Hadi (Author) ; Borghei, Shamsai (Supervisor) ; Shamsaee, Abolfazl (Co-Advisor)
    Abstract
    Study of hydraulic characteristics of two-phase flow is one of the important issues in hydraulic engineering. Two-phase flows usually accur in hydraulic structures such as pressurized flow tunnels, culverts, sewer pipes, junctions, and similar conduits. Under certain conditions, air may also be introduced into pressurized intake systems, which may form large bubbles in portions of the pipe. The bubbles may, in turn, cause an unstable slug flow, or other flow patterns. Slug flow is one of the most probable patterns in these flows. Prediction of pressure in this situation is a complex subject which despite its great importance is rarely discussed. In this study, the results of a laboratory... 

    Determination of Discharge Coefficient for Sharp-edged Rectangular with Curvature Weirs Experimentally

    , M.Sc. Thesis Sharif University of Technology Rajabi Ahangary, Mehdi (Author) ; Borgheei, Sayyed Mahd (Supervisor) ; Abrishamchi, Ahmad (Co-Advisor)
    Abstract
    Sharp crested weirs are one of the main and oldest means of measuring discharge in water conveyance systems. Many studies have been done on sharp rectangular weirs and have provided many relationships regarding the effect of geometric parameters and various factors on discharge coefficient of the weirs.In some places, due to existence of obstacles or barriers in the channel, it is impossible to create a symmetrical continuous weir some other cases, multiple or asymmetric or curved weirs should be used, which is the main concept of this project. Since it seems unlikely that a purely mathematical model can review the impact of the multiplicity and asymmetry of these weirs without using... 

    Investigation of the Effects of Reduced Frequency on the Surface Pressure of a Supercritical Airfoil in Transonic Regime

    , M.Sc. Thesis Sharif University of Technology Vaziri, Ehsan (Author) ; Soltani, Mohammad Reza (Supervisor)
    Abstract
    Supercritical airfoils are designed for transonic flow to reduce the strength of shock and its drag. These type of airfoils are used in design and construction of commercial airplanes because of their low drag in transonic regime and, as a result, a reduction in fuel consumption. Using supercritical airfoils needs accurate investigation of flow field due to several influential factors such as their specific geometry, nonlinear nature of flow phenomena, and compressibility effects. However, the availability of experimental and numerical data for supercritical airfoils is less than that for conventional airfoils. Thus, conducting experimental tests is essential for understanding of flow field... 

    Experimental Study of Pressure Fluctuation in Two Phase Slug Flow In a Tunnel with Rectangular Cross Section with an Expansion Transition and Horizontal Slope

    , M.Sc. Thesis Sharif University of Technology Jalilvand, Ehsan (Author) ; Borghie, Mahmood (Supervisor)
    Abstract
    Air enterance in to flowing water is something that is commonly seen in the water conveyance systems. The mixture of Air and water that flow together create a kind of flow that is called two phase flow. This kind of flow is often seen in culverts and water conveyance systems. There are different flow patterns in two phase flow. Considering pressure fluctuation, pressure drop and pressure recovery, slug flow pattern is the most complicated pattern among all.
    Sometimes a singularity is used in a tunnel; one of the singularities that are frequently used in water conveyance system is expansion transition. In this study an experimental setup is used to model two phase slug flow, which passes... 

    Dynamic and Experimental Analysis of Spar Platforn

    , M.Sc. Thesis Sharif University of Technology Gheiasari, Hamid Reza (Author) ; Tabeshpour, Mohammad Reza (Supervisor) ; Seif, Mohammad Saeed (Co-Advisor)
    Abstract
    Oil is being discussed as the main source of producing energy in the world. Thus its exploration and exploitation from the sea or land is very important. Most of these resources exist in the depths of the sea. Exploitation of these resources demands to reach knowledge of design and technology of manufacturing platforms and devices for exploitation in the deep waters. There are massive oil reserves in the context of deep waters. Using fixed platforms in depth is very uneconomic; also we know the natural period of these structures is close to the wave period in deep waters. As a result researches and mining industry in the deep waters have gone to use comparative platforms such as: TBT, TLP,... 

    Experimental Study of Energy Regime in the Exchange Flow Caused by Surface Evaporation in Aquatic Canopies

    , M.Sc. Thesis Sharif University of Technology Jafarzadeh Khoshroudi, Mehrdad (Author) ; Jamali, Mirmosaddeq (Supervisor)
    Abstract
    The plant's drag force, in addition to changing the amount of flow velocity within the canopy area, may also alter its structure. In the present study, the aim is to carry out a series of experiments to investigate the energy regime in the exchange flow caused by the phenomenon of surface cooling. In previous studies, the focus was on inertial and viscosity regimes in the lab, while in the present study, about the occurrence of the energy regime in nature, attempts are made to see the energy regime in the laboratory. In this research, PIV technique was used to determine the flow rate in depth. The variation parameters in these studies are the volume percentage of vegetation cover (φ), free... 

    Piping Dam Breach Physical and Numerical Modelling Evaluation

    , M.Sc. Thesis Sharif University of Technology Seyed Raoufi, Arian (Author) ; Jafarzadeh, Fardin (Supervisor)
    Abstract
    In past few centuries , dams have been always a crucial part of human life . Using dams for agriculture and supplying water for people , has made them a valuable asset for countries . So evaluating dam safety and dam breach properties is so important. This issue is a geotechnical , structural and hydrological matter. Safety of earth dams could be threatened due to dam body breach caused by overtopping or pipping, during heavy floods, strong ground motions or any structural damage or defection. As in previous studies , calculating the final geometrical breach properties and time of failure was the main goal , we tried to connect this characteristics and find the relation of time and breach... 

    Analysis and design recommendations for diagonally stiffened steel plate shear walls

    , Article Thin-Walled Structures ; Volume 103 , 2016 , Pages 72-80 ; 02638231 (ISSN) Akhavan Sigariyazd, M. H ; Joghataie, A ; K. A. Attari, N ; Sharif University of Technology
    Elsevier Ltd 
    Abstract
    This paper presents a comparison of analytical and experimental results of an investigation on the diagonally stiffened steel plate shear walls (SPWs). Experimental studies were carried out on three 1/3-scaled, one story single bay shear walls. The first specimen was a control specimen which was unstiffened and the other two specimens were diagonally stiffened using different stiffener configurations. Finite-element models of full SPWs are developed using finite element model. The results are compared with experimental results to investigate the influence of stiffeners on the behavior of the specimens. Good agreement between analytical and experimental models is found in point of failure...