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    Effect of unsteady friction models and friction-loss integration on transient pipe flow

    , Article Scientia Iranica ; Volume 13, Issue 3 , 2006 , Pages 245-254 ; 10263098 (ISSN) Vakil, A ; Firoozabadi, B ; Sharif University of Technology
    Sharif University of Technology  2006
    Abstract
    When velocities in the piping systems change rapidly, spectacular accidents occur, due to tranient-state pressures where the elastic properties of the pipe and liquid must be considered. This hydraulic transient is commonly known as water hammer. A conventional widely-used technique for analyzing this phenomenon is the Method Of Characteristic (MOC), in which, by introducing the characteristic lines, two ordinary differential equations, in lieu of the governing partial differential equations, are produced. In the undisturbed form of the equations, the energy dissipation is evaluated by the steady or quasi-steady approximation. But, there is experimental and theoretical evidence which shows... 

    Effect of water-cement ratio on abrasive strength, porosity and permeability of nano-silica concrete

    , Article World Applied Sciences Journal ; Volume 17, Issue 8 , 2012 , Pages 929-933 ; 18184952 (ISSN) Shamsai, A ; Peroti, S ; Rahmani, K ; Rahemi, L ; Sharif University of Technology
    2012
    Abstract
    Today, due to rapid development of construction of hydraulic structures like dams, the constituent material used in concrete and its durability in these kinds of structures has gained dominant interests and importance. One of the important factors of concrete durability in these structures is its resistance against abrasion due to crash of particles carried out as hydrated crystalline particulate matter. To enhance the abrasion resistance of concrete, different methods have been offered and investigated by many research3ers/ The aim of present article is to investigate the important parameter i.e. water-cement ratio on abrasive strength, porosity and the coefficient of hydraulic conductivity... 

    Effects of depth variation of vegetation density on vertical mixing

    , Article Environmental Hydraulics - Proceedings of the 6th International Symposium on Environmental Hydraulics, 23 June 2010 through 25 June 2010 ; Volume 1 , June , 2010 , Pages 247-252 ; 9780415595452 (ISBN) Ghazvinizadeh, S ; Jamali, M ; Sharif University of Technology
    2010
    Abstract
    This paper discusses an experimental study of vertical mixing in an aquatic canopy. Vertical variation of physical characteristics of stems is fairly observed in the field and leads to variation in frontal area. This can affect both the flow and the mixing process.We experimentally investigated the effects of vertical density variation on both flow and vertical diffusion at high Reynolds numbers (turbulent flow range). Using rigid cylinders, we simulated step-like density variation in a flume. Vertical mixing coefficient was measured by recording vertical mixing of dye in the flume. The results indicate that vertical mixing coefficient decreases as density increases in depth. Velocity... 

    Effects of inlet position and baffle configuration on the hydraulic performance of primary settling tanks

    , Article 2005 ASME International Mechanical Engineering Congress and Exposition, IMECE 2005, Orlando, FL, 5 November 2005 through 11 November 2005 ; Volume 261 FED , 2005 , Pages 613-618 ; 08888116 (ISSN); 0791842193 (ISBN); 9780791842195 (ISBN) Firoozabadi, B ; Tamayol, A ; Ahmadi, G ; ASME Fluids Engineering Division ; Sharif University of Technology
    2005
    Abstract
    Circulation regions always exist in the settling tanks. These regions reduce the tank's performance and decrease effective volume of the tank. Recirculation zones would also result in short-circuiting and high flow mixing problems. Inlet position would also have effect on these, too. Using good baffle configuration may increase performance of settling tanks. One method for comparison of different tanks with each others is to use FTC. In this paper, by using FTC the effects of inlet position and baffle configuration on the hydraulic performance of primary settling tanks are studied. The best position of baffle is also determined. Copyright © 2005 by ASME  

    Effects of permeability and cementation on the pattern of hydraulically induced fractures in oil sands

    , Article Energy Sources, Part A: Recovery, Utilization and Environmental Effects ; Volume 31, Issue 2 , 2009 , Pages 149-162 ; 15567036 (ISSN) Pak, A ; Chan, D. H ; Sharif University of Technology
    2009
    Abstract
    It is generally accepted that a hydraulically induced fracture in the reservoir is approximately a plane fracture perpendicular to the direction of the in situ minor principal stress. However, field observations, in some cases, do not support the above traditional assumption. This is especially true when hydraulic fracturing technique is applied to the uncemented porous materials such as oil sands. In this article, the pattern of hydraulically induced fractures in oil sands and other geomaterials is discussed. Field observations and experimental investigation results are combined with the outcomes of the numerical simulations of hydro-fracturing in oil sands conducted by the authors to... 

    Effects of unsteady friction factor on gaseous cavitation model

    , Article Scientia Iranica ; Volume 17, Issue 1 B , 2010 , Pages 13-24 ; 10263098 (ISSN) Mosharaf Dehkordi, M ; Firooz Abadi, B ; Sharif University of Technology
    Abstract
    The condition known as a water-hammer problem is a transient condition that may occur as a result of worst-case loadings, such as pump failures, valve closures, etc. in pipeline systems. The pressure in the water hammer can vary in such a way that in some cases it may increase and cause destruction to the hydraulic systems. The pressure in the water hammer can also be decreased to the extent that it can fall under the saturation pressure, where cavitation appears. Therefore, the liquid is vaporized, thus, making a two-phase flow. This pressure decrease can be as dangerous as the pressure rise. As a result of the pressure drop and vaporization of the liquid, two liquid regions are separated,... 

    Elitist continuous ant colony optimization algorithm for optimal management of coastal aquifers

    , Article Water Resources Management ; Volume 25, Issue 1 , 2010 , Pages 165-190 ; 09204741 (ISSN) Ataie Ashtiani, B ; Ketabchi, H ; Sharif University of Technology
    2010
    Abstract
    This paper presents an evolutionary based approach to achieve optimal management of a coastal aquifer to control saltwater intrusion. An improved Elitist Continuous Ant Colony Optimization (ECACO) algorithm is employed for optimal control variables setting of coastal aquifer management problem. The objectives of the optimal management are; maximizing the total water-pumping rate, while controlling the drawdown limits and protecting the wells from saltwater intrusion. Since present work is one of the first efforts towards the application of an ECACO algorithm, sharp interface solution for steady state problem is first exploited. The performance of the developed optimization model is evaluated... 

    Entrapped air in long water tunnels during transition from a pressurized to free-surface flow regime

    , Article Scientia Iranica ; Volume 13, Issue 2 , 2006 , Pages 174-186 ; 10263098 (ISSN) Kabiri Samani, A. R ; Borghei, S. M ; Saidi, M. H ; Sharif University of Technology
    Sharif University of Technology  2006
    Abstract
    Air-water two-phase flow usually occurs during a sudden rise in water level at a tunnel or during the falling of the water level at an upstream reservoir while entering the conduit. When this happens, different flow patterns are generated, due to the hydraulics of flow and fluid properties. An analytical/numerical model, based on the assumption of a rigid incompressible water column and a compressible air bubble, is derived, to simulate pressure fluctuation, void fraction, air/water flow rate and water velocity in a closed conduit, including water depth at the upper reservoir, due to air bubbles becoming trapped in the water, for the highest possible number of flow patterns. It is a... 

    Estimating the drainage rate from surface soil moisture drydowns: application of DfD model to in situ soil moisture data

    , Article Journal of Hydrology ; Volume 565 , 2018 , Pages 489-501 ; 00221694 (ISSN) Jalilvand, E ; Tajrishy, M ; Brocca, L ; Massari, C ; Ghazi Zadeh Hashemi, S ; Ciabatta, L ; Sharif University of Technology
    Abstract
    The large heterogeneity in soil surface conditions makes it impracticable to obtain reliable estimates of soil hydraulic parameters for areas larger than few squared kilometers. However, identifying these parameters on a global scale is essential for many hydrological and climatic applications. In this study, a new approach named Drainage from Drydown (DfD) is proposed to estimate the coefficients of drainage using soil moisture observations. DfD firstly selects multiple drydown events when surface runoff and evapotranspiration rates are negligible compared to the drainage rate. Secondly, by inverting the soil water balance equation, the drainage coefficients are obtained. Synthetic... 

    Evaluation of dike-type causeway impacts on the flow and salinity regimes in Urmia Lake, Iran

    , Article Journal of Great Lakes Research ; Volume 35, Issue 1 , 2009 , Pages 13-22 ; 03801330 (ISSN) Zeinoddini, M ; Tofighi, M. A ; Vafaee, F ; Sharif University of Technology
    2009
    Abstract
    Urmia Lake, located in a closed basin in north-west Iran, is the largest lake (5000-6000 km2) in the Middle East. It is very saline with total dissolved salts reaching 200 g/l compared with a normal seawater salinity of about 35 g/l. The construction of a causeway, which was initiated in 1979 but then abandoned until the early 2000s, is near completion and will provide road access between the western and eastern provinces. The causeway has an opening 1.25 km long and divides Urmia Lake into a northern and southern basin and restricts water exchange. The flow and salinity regimes are affected by the presence of this new causeway, and there are concerns over the well being of the Artemia... 

    Evaluation of hydraulic fracturing pressure in a porous medium by using the finite element method

    , Article Energy Sources ; Volume 24, Issue 8 , 2002 , Pages 715-724 ; 00908312 (ISSN) Nouri, A ; Panah, A. K ; Pak, A ; Vaziri, H ; Islam, M. R ; Sharif University of Technology
    2002
    Abstract
    Hydraulic fracturing is a complicated phenomenon in which deformation of the porous medium and fluid leak-off to the surrounding area take place simultaneously. Their interaction therefore must not be overlooked. Modeling of this phenomenon in isothermal conditions requires analysis of soil deformation and crack and pore fluid pressure interaction. In this paper, a numerical scheme is presented for analysis of soil stresses and deformations and fluid flow in a coupled manner. This scheme is also used to detect the fracture in the medium. Our model was used in simulating a set of hydraulic fracturing experiments. These experiments were performed on compacted hollow cylindrical specimens under... 

    Evaluation of methods for estimating aquifer hydraulic parameters

    , Article Applied Soft Computing Journal ; Volume 28 , March , 2015 , Pages 541-549 ; 15684946 (ISSN) Bateni, S. M ; Mortazavi Naeini, M ; Ataie Ashtiani, B ; Jeng, D. S ; Khanbilvardi, R ; Sharif University of Technology
    Elsevier Ltd  2015
    Abstract
    An accurate estimation of aquifer hydraulic parameters is required for groundwater modeling and proper management of vital groundwater resources. In situ measurements of aquifer hydraulic parameters are expensive and difficult. Traditionally, these parameters have been estimated by graphical methods that are approximate and time-consuming. As a result, nonlinear programming (NLP) techniques have been used extensively to estimate them. Despite the outperformance of NLP approaches over graphical methods, they tend to converge to local minima and typically suffer from a convergence problem. In this study, Genetic Algorithm (GA) and Ant Colony Optimization (ACO) methods are used to identify... 

    Evaluation of permeable pavement responses to urban surface runoff

    , Article Journal of Environmental Management ; Volume 187 , 2017 , Pages 43-53 ; 03014797 (ISSN) Kamali, M ; Delkash, M ; Tajrishy, M ; Sharif University of Technology
    Academic Press  2017
    Abstract
    The construction of permeable pavement (PP) in sidewalks of urban areas is an alternative low impact development (LID) to control stormwater runoff volume and consequently decrease the discharge of pollutants in receiving water bodies. In this paper, some laboratory experiments were performed to evaluate the efficiency of a PP subjected to sediment loadings during its life span. Simple infiltration models were validated by the laboratory experiments to evaluate the trend and extend of PP infiltration capacity throughout the life of the pavement operation. In addition, performances of the PP in removing total suspended solids (TSS) and selective nutrient pollutants such as NO3 −, NH4 + and... 

    Evaluation of seepage problem under a concrete dam with finite volume method

    , Article Proceedings of the 7th IASME / WSEAS International Conference on Fluid Mechanics and Aerodynamics, FMA '09, 20 August 2009 through 22 August 2009 ; 2009 , Pages 34-40 ; 9789604741069 (ISBN) Shamsai, A ; Abdi Dezfuli, E ; Zebardast, A ; Sharif University of Technology
    Abstract
    In most of countries, underground waters are the most important sources to provide drinking water. So it is necessary to make scheme and to do high protection of to achieve maximum beneficiary. Necessity of this management is going to be felt by developing these sources and human's interference. However, in the past overtopping phenomenon was the first reason of dam's destruction, but nowadays by increasing of spate design's period, the significant problem that researchers are interfere with, is seepage problem. The purpose of solving the underground problems is to procure height of water as a function of coordinate and time. In observation of practical industries, we can use the... 

    Experimental and analytical study of thermohydraulic performance of a novel loop heat pipe with an innovative active temperature control method

    , Article Applied Thermal Engineering ; Volume 143 , 2018 , Pages 964-976 ; 13594311 (ISSN) Khalili, M ; Mostafazade Abolmaali, A ; Shafii, M. B ; Sharif University of Technology
    Abstract
    In this study, a novel type of LHP is innovated, fabricated, and its performance is assessed by numerous experiments. Compared to conventional LHPs, this novel design has some modifications in its evaporator and reservoir configuration. This particular type has a simpler and less costly fabrication procedure compared to other LHPs and it yields acceptable performance. Additionally, a novel method is introduced to control the temperature distribution in the system. A steel ball is placed in the evaporator to actively control the operating temperature. The ball is moved by two magnets installed outside of the evaporator. Moreover, a steady-state one-dimensional mathematical model of the... 

    Experimental investigation of air-water, two-phase flow regimes in vertical mini pipe

    , Article Scientia Iranica ; Volume 18, Issue 4 B , August , 2011 , Pages 923-929 ; 10263098 (ISSN) Hanafizadeh, P ; Saidi, M. H ; Nouri Gheimasi, A ; Ghanbarzadeh, S ; Sharif University of Technology
    2011
    Abstract
    In this study, the flow patterns of air-water, two-phase flows have been investigated experimentally in a vertical mini pipe. The flow regimes were observed by a high speed video recorder in pipes with diameters of 2,3 and 4 mm and length 27, 31 and 25 cm, respectively. The comprehensive visualization of air-water, two-phase flow in a vertical mini pipe has been performed to realize the physics of such a two-phase flow. Different flow patterns of air-water flow were observed simultaneously in the mini pipe at different values of air and water flow rates. Consequently, the flow pattern map was proposed for flow in the mini-pipe, in terms of superficial velocities of liquid and gas phases. The... 

    Experimental investigation of clear-water local scour of compound piers

    , Article Journal of Hydraulic Engineering ; Volume 136, Issue 6 , June , 2010 , Pages 343-351 ; 07339429 (ISSN) Ataie Ashtiani, B ; Baratian Ghorghi, Z ; Beheshti, A. A ; Sharif University of Technology
    2010
    Abstract
    Local scour around complex piers under steady clear-water condition was studied experimentally for a variety of configuration, including different sizes and shapes of complex piers. A total of 70 experiments were carried out. Three sets of experiments were performed over the entire range of possible pile cap elevations for complex piers with different geometrical characteristics. The collected data are used to quantify the pile cap elevations that maximize or minimize the local scour depth. Some of the available methodologies to estimate the maximum local scour depth around such complex piers are evaluated. The predictions of the scour depths improved by using the revised methods of... 

    Experimental investigation on improvement of wet cooling tower efficiency with diverse packing compaction using ann-pso algorithm

    , Article Energies ; Volume 14, Issue 1 , 2021 ; 19961073 (ISSN) Alimoradi, H ; Soltani, M ; Shahali, P ; Moradi Kashkooli, F ; Larizadeh, R ; Raahemifar, K ; Adibi, M ; Ghasemi, B ; Sharif University of Technology
    MDPI AG  2021
    Abstract
    In this study, a numerical and empirical scheme for increasing cooling tower performance is developed by combining the particle swarm optimization (PSO) algorithm with a neural network and considering the packing’s compaction as an effective factor for higher accuracies. An experimental setup is used to analyze the effects of packing compaction on the performance. The neural network is optimized by the PSO algorithm in order to predict the precise temperature difference, efficiency, and outlet temperature, which are functions of air flow rate, water flow rate, inlet water temperature, inlet air temperature, inlet air relative humidity, and packing compaction. The effects of water flow rate,... 

    Experimental investigation on improvement of wet cooling tower efficiency with diverse packing compaction using ann-pso algorithm

    , Article Energies ; Volume 14, Issue 1 , 2021 ; 19961073 (ISSN) Alimoradi, H ; Soltani, M ; Shahali, P ; Moradi Kashkooli, F ; Larizadeh, R ; Raahemifar, K ; Adibi, M ; Ghasemi, B ; Sharif University of Technology
    MDPI AG  2021
    Abstract
    In this study, a numerical and empirical scheme for increasing cooling tower performance is developed by combining the particle swarm optimization (PSO) algorithm with a neural network and considering the packing’s compaction as an effective factor for higher accuracies. An experimental setup is used to analyze the effects of packing compaction on the performance. The neural network is optimized by the PSO algorithm in order to predict the precise temperature difference, efficiency, and outlet temperature, which are functions of air flow rate, water flow rate, inlet water temperature, inlet air temperature, inlet air relative humidity, and packing compaction. The effects of water flow rate,... 

    Experimental observation of the flow structure of turbidity currents

    , Article Journal of Hydraulic Research ; Volume 49, Issue 2 , 2011 , Pages 168-177 ; 00221686 (ISSN) Nourmohammadi, Z ; Afshin, H ; Firoozabadi, B ; Sharif University of Technology
    Abstract
    The structure of turbidity currents released on a sloping bed below fresh water is investigated. Kaolin is used as a suspended material. Laboratory observations indicate that if a dense layer moves through the channel, the current thickness increases due to a hydraulic jump. This phenomenon occurs under special inlet conditions and has a significant effect on the current structure including velocity profile, current height and bed shear stress. Flows with different inlet Froude numbers based on various inlet concentrations behave more distinctly than those based on different inlet opening heights. Laboratory experiments indicate that an increase in the inlet Froude number causes an increase...