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Total 99 records

    Predictions of Formation Damage Due to Inorganic Scale Deposition during Water Injection in Oil Reservoirs Using Experimental-Based Mathematical Modeling

    , M.Sc. Thesis Sharif University of Technology Rahbari, Mohammad Reza (Author) ; Ghazanfari, Mohammad Hossein (Supervisor) ; Masihi, Mohsen (Supervisor)
    Abstract
    Water flooding is known as a common method to maintain reservoir pressure/enhance oil recovery. The major problem in this process induced from inorganic deposits that caused formation damage around wellbore region. It is due to incompatible nature of injected and formation water which results in permeability reduction and well productivity decrease. Solving this problem is an important issue in the petroleum industry. BaSO4, CaSO4 and SrSO4 are inorganic sediments formed in this process. The physical model of water transport in reservoir and scaling damage due to sediments contains at least two dominant parameters; the kinetics coefficient that specifies the velocity of chemical reaction,... 

    Design of Improved Multi Effect Desalination (MED)Plant to Increase the Heat Transfer and Reduce the Scaling

    , M.Sc. Thesis Sharif University of Technology Afshoon, Golnaz (Author) ; Avami, Akram (Supervisor)
    Abstract
    There are different technologies for supplying water from alternative sources that meet different needs. In relation to thermal technologies such as multi-effect distillation, the highest water quality is obtained, there is no limit on the concentration of the incoming water, and there is the least need for maintenance. On the other hand, thermal technologies consume higher energy than membrane technologies. In this process, the better the heat transfer, the number of steps can be increased, and this means the production of more distilled water for the same amount of thermal energy. The distilled water layer on the surface of the heat exchanger has a high thermal resistance compared to the... 

    Leaching of Uranium from pHospHate Ores of Sheikh Habil Region in the Process of pHospHoric Acid Production (in a Wet Way)

    , M.Sc. Thesis Sharif University of Technology Abdeshahi, Ashkan (Author) ; Outokesh, Mohammad (Supervisor) ; Godocynejhad, Davood (Supervisor) ; Khoshnodi, Khalegh (Co-Supervisor) ; Ghadiri, Ahmad (Co-Supervisor)
    Abstract
    In this research, uranium is leached from pHospHate ore of Sheikh Habil region by leaching operation using leaching agent (sulfuric acid) along with production of pHospHoric acid. In the following, the production of yellow cake from the produced liqueur solution (pHospHoric acid) by solvent extraction process is also mentioned. PHospHate ore contains a large amount of calcite and dolomite, which removal of these annoying elements by wet, dry and acid washing methods is the key to success in the production of pHospHoric acid. For this purpose, in the wet method of a flotation system, the dry method of heat furnace and in the acid washing method, various organic and inorganic acids were used... 

    Investigating Sediment Transport in Deep Reservoirs Using the 3D Numerical Model MIKE3

    , M.Sc. Thesis Sharif University of Technology Eydpour, Danial (Author) ; Shamsai, Abolfazl (Supervisor) ; Ghaemial, Mohsen (Supervisor)
    Abstract
    Nowadays, in the world and our country, Iran, sediment transport and the phenomenon of sedimentation are of great importance. The entry of water flow with suspended sediments into the dam reservoir by floods with different return periods during the initial period of dam construction causes a considerable part of the helpful volume of the reservoir to be filled with sediments. As a result, the discharge of these sediments and the methods that exist in this field should be studied so that a large volume of reservoir water is not wasted during the discharge of these sediments. In this research, the opening time and extent of the bottom outlets of Qeshlaq Dam when the flood enters the reservoir... 

    Numerical Modeling of Sedimentation and Non-Linear Consolidation of Wet Iron Ore Mine Tailings

    , M.Sc. Thesis Sharif University of Technology Mohammadzadeh Taleshi, Mostafa (Author) ; Pak, Ali (Supervisor)
    Abstract
    Management and reservation of mine tailings are among the most important problems in today’s engineering. Among the different kinds of mine tailings, wet tailings are of the most critical ones due to their slurry shape. In addition to their different form of settlement than normal kinds of soil, they can easily transfer the pollutants through their base to the adjacent areas. Therefore, investigation of their sedimentation and consolidation processes is necessary. In this thesis, it has been tried to program a code according to the literature, in order to simulate the sedimentation and consolidation process of wet tailings. The mathematical method that has been used in the thesis for solving... 

    Investigating Engineering Solutions to Preserve Goragan Bay:Dreding Ashouradeh Channel

    , M.Sc. Thesis Sharif University of Technology Givehki, Mahdieh (Author) ; Raie, Mohammad (Supervisor)
    Abstract
    Gorgan Bay, registered as a biosphere reserve, has environmental value in the country and the world. The bay is separated from the Caspian Sea by sedimentation in the sandy spit of Miankaleh. Due to the declining water level of the Caspian Sea and the possibility of hydraulic connection disruption and closure of its openings, this water body may face many problems in the future. Main problems are the increase in water retention time and, consequently, the decrease in water quality and the problem of local access during the seasons when the water level drops. In this study, engineering solutions have been studied in proportional with the current conditions of the Gorgan Gulf, which include... 

    Hydraulic and Sediment Simulation of Rivers Passing Throw the City Affected by Land-Use Changes and Expansion of Human Activities (Case Study-Kan River’s Basin)

    , M.Sc. Thesis Sharif University of Technology Haghparast, Nazanin (Author) ; Tajrishi, Massoud (Supervisor) ; Torabi, Oveis ($item.subfieldsMap.e)
    Abstract
    understanding basin’s sediment transportation forms and river’s bed erosion in next years in addition to rivers’ response to watershed upstream activities, gives useful information to relevant experts for fundamental studies on expanding of development projects in neighborhood of kan River. This project is an effort to assess the amount of sediment production of Kan River’s basin using SWAT, modeling calibration by using measured data with SWAT-CUP and also prediction of river’s response to watershed activities in modeling river’s sediment in next years by using HEC-RAS. Several management approaches in different scenarios has been studied in order to control the sediment production and... 

    Hydraulic and Sediment Simulation of effect of structures On Urban Rivers In HEC-RAS (Case study :Kan River)

    , M.Sc. Thesis Sharif University of Technology Abhari Rasht Abadi, Maryam (Author) ; Agha Mohammad Hossein Tajrishi, Massoud (Supervisor) ; Torabi, Oveis ($item.subfieldsMap.e)
    Abstract
    Construction of some structures including parks, bridges and leading walls conducted on the rivers in urbanization leads to the change in the form of the rivers and consequently the change in the hydraulic.The response of river to these changes which are in the form of changes in morphologic features seems to pose some threats such as flood, damage to the buildings located on the route, weakening the bridge of highways and aggradation and degradation of the ecosystem. Kan river, one of the biggest urban rivers in the mega city of tehran, has had some changes such as resort purposes, canalization, the change of slip and roughness and intersection with different bridges during recent... 

    Study of Concrete Dam-Foundation-Reservoir-Sediment Layer Interaction by Finite Element Method

    , M.Sc. Thesis Sharif University of Technology Roohezamin, Amirhossein (Author) ; Ghaemian, Mohsen (Supervisor)
    Abstract
    The exact modeling of a concrete dam system, which includes concrete dam body, foundation, reservoir and sediment layer, plays an important role in the analysis of the interaction between the concrete dam components. In this thesis, the interaction between the components of a concrete gravity dam system is studied by Finite element method. The interactions between these components are analyzed in time domain. In this thesis, we focus on the sediment layer and its impacts on the response of the dam. The sediment layer is modeled as a two phase medium. In order to study the effects of the sediment layer on the dam response, models with different heights and materials of the sediment layer are... 

    Characterization of Urban Stormwater-borne Solids in Tehran Metropolitan City, Iran

    , M.Sc. Thesis Sharif University of Technology Kazemi Parkouhi, Fatemeh (Author) ; Tajrishy, Massoud (Supervisor)
    Abstract
    Stormwater-borne solids are a major contributor to water quality degradation. A large portion of water quality impaired surface waters is located in urban areas and stormwater runoff is a major source of contamination. Sediments have been identified as the most widespread pollutant in urban river and streams. Water quality of urban streams in Tehran was characterized by determining the PSD, total phosphorus (TP), orthophosphate, NO3, NO2, NH3, TSS, TDS, heavy metals and turbidity in six storm events and base flow. A total of 45 road-deposited sediment (RDS) samples were collected from three different land-use types (residential, intense traffic and educational) in Tehran for characterization... 

    Scouring Contol by Submerged Vanes at 90° Open-Channel Junctions

    , M.Sc. Thesis Sharif University of Technology Kazemi, Fatemeh (Author) ; Borghei, Mahmoud (Supervisor)
    Abstract
    In this study, the effect of submerged vanes on the bed scouring and deposition pattern at a 90̊ open-channel junction was investigated. First, the bed formation without submerged vanes were studied under the effect of hydraulic variables like the discharge ratio of tributary to main channel and the ratio of mean approach velocity to the threshold velocity. The results show that scour holes enlarge with time while they move towards the downstream and the outer wall in the main channel. Also, by increasing the ratio of mean approach velocity to the threshold velocity about 0.5, the maximum scour depth occurred at the downstream junction corner with time. In the second stage, the proper vane... 

    Controlling Local Scour Due to Hydraulic Jump Using Oblique Buried Plates

    , M.Sc. Thesis Sharif University of Technology Borhani, Sanaz (Author) ; Borghei, Mahmood (Supervisor)
    Abstract
    Local scouring at the downstream of sluice gates in the erosive beds is one of the main concerns of hydraulic engineers because of the significant damage that it can cause to the hydraulic structures. It is important to control the local scour depth at downstream of hydraulic structures to ensure safety operation of these systems. Many researchers have conducted various studies to predict the maximum depth and diameter of scour hole and develop new methods in order to control this phenomenon. One way to overcome this problem is the use of apron, or non-erosive bed. In order to shorten the apron length or decrease the effect of the... 

    Numerical Modeling of Sediment Transport in Souza Gheshm Island

    , M.Sc. Thesis Sharif University of Technology Amirshaghaghi, Sayeh (Author) ; Raie, Mohammad (Supervisor) ; Ataei Ashtiani, Behzad (Supervisor)
    Abstract
    Complicated theories dominated toward interacting of coastal regions resulted from its nature. Besides of that interference of human activities for acquiring beneficial aspects of shorelines causes environmental considerations to be challenged. One of the main factors for resolving this challenge is to obtain adequate information from hydrodynamic process and sediment regime. In spite of scientific researches that carried out along past three decades for understanding the exact mechanism of along shore sediment transport, it was not fully developed. One of the main reasons of uncertainty for forecasting the sediment regime regarded not exact knowledge of how sediment act in different... 

    Using Flush Tank to Remove Sedimentation from Pipes

    , M.Sc. Thesis Sharif University of Technology Matinpour, Hadis (Author) ; Borgheei, Mahmmoud (Supervisor)
    Abstract
    One of the common and frequent problems in sewer systems is sediment deposit in the pipes and conduits. In a sewer system, most of the pipes experience extensive fluctuations of flow rate during their operation. There could be high and low flows of fluids passing through the pipe. In the former, solid particles will pass through the pipe because of the high velocity of the flow, while in the latter, velocity of the flow is lower than the self cleaning velocity. Lower velocities of flow lead to deposition of solid particles inside the pipe. As a result, several problems such as decrease of pipe capacity, lower velocity and system over flow happen. A promising solution to overcome this problem... 

    Evaluation of Permeable Pavement in Removing Pollutants from Surface Runoff

    , M.Sc. Thesis Sharif University of Technology kamali, Meysam (Author) ; Tajrishi, Masoud (Supervisor) ; Nazari Alavi, Alireza (Supervisor)
    Abstract
    Urbanization expansion increases impermeable surfaces and ultimately produces more runoff from urban surfaces. The runoff in the urban streets moves the pollution with high levels from the city and then collects into channels where they are transported into the water courses. The most important factor in runoff polluting is sediments. If you remove sediments from runoff, their quality will be improved. One of the effective systems to reduce sediments from the surface runoff is permeable pavement. In this study a simulator system is used. The sample of permeable pavement analysed consisted of two layers of geotextile beddig, filter granular layer (2.36 to 4.75mm), subbase granular layer (4.75... 

    Experimental Study on Sediment Non-uniformity Effects on Local Scour Due to Hydraulic Jump Using Buried Plates

    , M.Sc. Thesis Sharif University of Technology Moftakhari Rostamkhani, Hamed (Author) ; Borghei, Mahmood (Supervisor)
    Abstract
    Local scour downstream of sluice gates in the erosive bed is one of the main concerns of hydraulic engineers, since it can cause serious damage to the structure. One of the ways to overcome this problem is the use of apron, or non-erosive bed. In order to shorten the apron or decrease the effect of the turbulence flow, different measures can be used. These approaches can be divided into two main branches, "Energy dissipating" and "bed reinforcement" measures. This study has investigated the scour phenomenon under the different conditions of the bed material gradation and bed reinforcement using vertical buried plates. The effect of sediment non-uniformity, unlike uniform sediment, has a... 

    Sedimentation Investigation and Numerical Analysis of Dredging Trailing Disposal

    , M.Sc. Thesis Sharif University of Technology Shahvelayati, Roozbeh (Author) ; Abbaspour Tehrani Fard, Madjid (Supervisor) ; Khorasanchi, Mahdi (Supervisor)
    Abstract
    every year large amounts of sedimentation are getting dredged all over the world. Dredging operation includes several processes such as excavating from the sea bottom, transferring them to the surface, and most important, releasing them in another area which can cause a sediment particle cloud that can be really harmful to the surrounding environment. Therefore, accurate analysis of this phenomenon is necessary to prevent catastrophic damages. The Eulerian-Lagrangian numerical method considers both sediment particles and fluid physics for a better simulation of near-field area. In this project, after investigating open-source available software for the Eulerian-Lagrangian simulation, a new... 

    Numerical Simulation of Particle Settling in Sedimentation Basins using the LES Model

    , M.Sc. Thesis Sharif University of Technology Sattari, Reza (Author) ; Firouzabadi, Bahar (Supervisor) ; Kazemzadeh Hannani, Siyamak (Supervisor)
    Abstract
    Sedimentation basins are one of the most important and costly processes of water treatment, in which the process of particle settling takes place using gravity. There are two types of sedimentation basins namely, primary and secondary basins. In the primary basins, due to the low concentration of particles, in simulation, it is possible to ignore the effect of particles on the equation of motion. But in the secondary type because of buoyancy forces (which is dependent on particle concentration), the particles affect the flow field. So far, various studies have been done on the simulation of sedimentation basins with numerical methods, but a comprehensive research on the simulation of... 

    Flexibility Analysis Aortic Valve under Mineral

    , M.Sc. Thesis Sharif University of Technology Shahivand, Moslem (Author) ; Ahmadian, Mohammad Taghi (Supervisor) ; Firoozbakhsh, Keykhosrow (Supervisor)
    Abstract
    In humans, the heart is roughly the size of a large fist and weighs between about 280 to 340 grams in men and 230 to 280 grams in women. Your body has about 5.6 liters of blood. The human heart is an organ that pumps blood throughout the body via the circulatory system, supplying oxygen and nutrients to the tissues and removing carbon dioxide and other wastes. Any damage to the heart, will affect on the other organs. They are four valves within the heart, in which aortic valve is the most important and crucial part of the heart. Calcium sediment on aortic valve leaflets causes reduction in the flexibility of the leaflets, one of the most common heart diseases. In this study, the flexibility... 

    Numerical Simulation of Secondary Sedimentation Tanks to Increase the Efficiency

    , M.Sc. Thesis Sharif University of Technology Lak, Behzad (Author) ; Firoozabadi, Bahar (Supervisor) ; Afshin, Hossein (Supervisor)
    Abstract
    Sedimentation tanks are one of the important and costly stages of water treatment process in which remained particles from previous stages settle down due to gravity force. In this research, the hydrodynamics of secondary settling tanks without and in the presence of particles is numerically investigated using VOF method in order to simulate the interphase using RNG k-ε for turbulence modelling. The simulations are performed by means of open-source code OpenFoam, and the code is developed to model particles in the flow. The calculated velocity profiles using VOF method show a reasonable agreement with the experimental data. Comparing the concentration profiles with experiments shows the...