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    Groundwater travel time computation for two-layer islands

    , Article Hydrogeology Journal ; Volume 24, Issue 4 , 2016 , Pages 1045-1055 ; 14312174 (ISSN) Ketabchi, H ; Mahmoodzadeh, D ; Ataie Ashtiani, B ; Sharif University of Technology
    Springer Verlag  2016
    Abstract
    A closed-form analytical computation of groundwater travel time (GWTT) for two-layer oceanic small island aquifers is developed assuming steady-state and sharp-interface conditions. The two-layer geology impacts on the GWTT are investigated using the developed analytical solution to achieve a greater transparency of such conceptualizations. The results demonstrate that the inclusion of geologic layering leads to large changes in the GWTT. Sensitivity analyses, using specified dimensionless parameters, are employed to assess the influences of hydraulic conductivity, recharge rate, upper layer thickness, and seawater/freshwater density difference parameters, which influence the GWTT. These... 

    Minimizing uplink delay in delay-sensitive 5G CRAN platforms

    , Article 2nd IEEE 5G World Forum, 5GWF 2019, 30 September 2019 through 2 October 2019 ; 2019 , Pages 154-160 ; 9781728136271 (ISBN) Ataie, A ; Kanaanian, B ; Khalaj, B. H ; Sharif University of Technology
    Institute of Electrical and Electronics Engineers Inc  2019
    Abstract
    In this paper, we consider the problem of minimizing the uplink delays of users in a 5G cellular network. Such cellular network is based on a Cloud Radio Access Network (CRAN) architecture with limited fronthaul capacity, where our goal is to minimize delays of all users through an optimal resource allocation. Earlier works minimize average delay of each user assuming same transmit power for all users. Combining Pareto optimization and Markov Decision Process (MDP), we show that every desired balance in the trade-off among infinite-horizon average-reward delays, is achievable by minimizing a properly weighted sum delays. In addition, we solve the problem in two realistic scenarios;... 

    Sensitivity analysis of coherent ultrashort light pulse CDMA communication system with respect to dispersion

    , Article Optical Transmission, Switching, and Subsystems V, Wuhan, 2 November 2007 through 5 November 2007 ; Volume 6783 , 2007 ; 0277786X (ISSN); 9780819469465 (ISBN) Ataie, V ; Jamshidi, K ; Salehi, J. A ; Sharif University of Technology
    2007
    Abstract
    In this paper, we analyze the sensitivity degradation of a system due to various orders of chromatic dispersion. To do this, the power penalty of the uncoded and encoded pulse of a coherent ultrashort light pulse Code Division Multiple Access (CDMA) communication system due to various orders of chromatic dispersions are analyzed. Analysis of uncoded pulse shows that the power penalty is unacceptably high when second order dispersion is not compensated. However we can obtain acceptable level of power penalties while compensating second and third order dispersion. Also, due to the high order of dispersion, the power of encoded pulse decreases as it propagates through the fiber which leads to a... 

    Modified incompressible SPH method for simulating free surface problems

    , Article Fluid Dynamics Research ; Volume 40, Issue 9 , 2008 , Pages 637-661 ; 01695983 (ISSN) Ataie Ashtiani, B ; Shobeyri, G ; Farhadi, L ; Sharif University of Technology
    2008
    Abstract
    An incompressible smoothed particle hydrodynamics (I-SPH) formulation is presented to simulate free surface incompressible fluid problems. The governing equations are mass and momentum conservation that are solved in a Lagrangian form using a two-step fractional method. In the first step, velocity field is computed without enforcing incompressibility. In the second step, a Poisson equation of pressure is used to satisfy incompressibility condition. The source term in the Poisson equation for the pressure is approximated, based on the SPH continuity equation, by an interpolation summation involving the relative velocities between a reference particle and its neighboring particles. A new form... 

    Experimental and Numerical Investigation of the Flow Field around Complex Bridge Piers with and without the Scour Hole

    , Ph.D. Dissertation Sharif University of Technology Beheshti, Ali Asghar (Author) ; Ataie Ashtiani, Behzad (Supervisor)
    Abstract
    Local scour around bridge piers is one of the main causes of bridge failures Application of existing equations to complex flow patterns is problematic and often leads to questionable results in the field applications. A lack of understanding of the complex flow field and erosion mechanisms seems to be at least partly responsible for this state. Despite the rapid expansion of the literature on the flow around cylindrical piers, there are still challenges for flow field comprehension and estimating design scour depths around complex bridge piers. Due to geotechnical and economical reasons, bridge designs often leads to a complex foundation. Laboratory studies of local scour around complex... 

    Experimental Investigation of Flow Pattern around Pile Groups (two piles)

    , M.Sc. Thesis Sharif University of Technology Aslani-kordkandi, Abolfazl (Author) ; Ataie-Ashtiani, Behzad (Supervisor)
    Abstract
    The occurrence and development of scour hole around bridge pier are the main causes of bridge destruction. To predict manner, occurrence, development and final situation of scour hole around pier is the most important in the hydraulic design of bridges. A large number of studies have been performed to estimate the scour depth around piers at simplified laboratory conditions. The available equations from these studies do partly not present acceptable solutions. This issue is especially of great importance to the pile groups. For accurate determination of scour depth, it is required to get a better understanding of the flow and governing mechanism around pier. Although the flow pattern... 

    Numerical Simulation of Landslide-Generated Tsunami Waves and the Slide Deformability

    , Ph.D. Dissertation Sharif University of Technology Yavari-Ramshe, Saeedeh (Author) ; Ataie-Ashtiani, Behzad (Supervisor)
    Abstract
    Potential landslides located in the borders of each water body may generate massive and destructive impulsive waves called landslide-generated waves (LGWs) which can be a major threat to human life and his possessions, offshore and coastal installations, dam bodies and hydraulic structures. This research is devoted to numerical modeling of LGW hazards with focus on the impulse wave generation stage including landslide movement, landslide/water surface interactions and consequent tsunami generation. The main purpose of this work is to study the effects of landslide deformability on the impulsive wave characteristics numerically in an introduced state-of-the-art numerical structure. The... 

    Inverse modelling for freshwater lens in small islands: Kish Island, Persian Gulf

    , Article Hydrological Processes ; Volume 27, Issue 19 , 2013 , Pages 2759-2773 ; 08856087 (ISSN) Ataie Ashtiani, B ; Rajabi, M. M ; Ketabchi, H ; Sharif University of Technology
    2013
    Abstract
    A number of challenges including instability, nonconvergence, nonuniqueness, nonoptimality, and lack of a general guideline for inverse modelling have limited the application of automatic calibration by generic inversion codes in solving the saltwater intrusion problem in real-world cases. A systematic parameter selection procedure for the selection of a small number of independent parameters is applied to a real case of saltwater intrusion in a small island aquifer system in the semiarid region of the Persian Gulf. The methodology aims at reducing parameter nonuniqueness and uncertainty and the time spent on inverse modelling computations. Subsequent to the automatic calibration of the... 

    Estimation of current-induced pile groups scour using a rule-based method

    , Article Journal of Hydroinformatics ; Volume 15, Issue 2 , September , 2013 , Pages 516-528 ; 14647141 (ISSN) Ghaemi, N ; Etemad-Shahidi, A ; Ataie-Ashtiani, B ; Sharif University of Technology
    2013
    Abstract
    Scour phenomenon around piles could endanger the stability of the structures placed on them. Therefore, an accurate estimation of the scour depth around piles is very important for engineers. Due to the complexity of the interaction between the current, seabed and pile group; prediction of the scour depth is a difficult task and the available empirical formulas have limited accuracy. Recently, soft computing methods such as artificial neural networks (ANN) and adaptive neuro-fuzzy inference system (ANFIS) have been used for the prediction of the scour depth. However, these methods do not give enough insight into the generated models and are not as easy to use as the empirical formulas. In... 

    Influence of river cross-section data resolution on flood inundation modeling: Case study of Kashkan river basin in western Iran

    , Article Journal of Hydrology ; Volume 584 , 2020 Geravand, F ; Hosseini, S. M ; Ataie Ashtiani, B ; Sharif University of Technology
    Elsevier B.V  2020
    Abstract
    In this study, a coupling of a hydrologic and hydraulic model was utilized to assess the impacts of river geometry data resolution on the flood inundation characteristics in a data-scarce environment. Hydrological modeling incorporates soil conservation service curve-number (SCS-CN) and the geomorphologic based instantaneous unit hydrograph model (GIUH) to compute the direct runoff hydrograph in Kashkan river basin located in western Iran. 1D HEC-Geo-RAS model was used and performed to simulate inundation extent of 100-yr floods (~1800 m3/s) along 40 km reach of Kashkan river with a ground survey of river cross-section (2000 cross-sections, each including 500 data-points). The effect of... 

    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... 

    Efficiency of mechanochemical ball milling technique in the preparation of fe/tio2 photocatalysts

    , Article ChemEngineering ; Volume 6, Issue 5 , 2022 ; 23057084 (ISSN) Taghipour, S ; Yeung, K. L ; Ataie Ashtiani, B ; Sharif University of Technology
    MDPI  2022
    Abstract
    Rapid population growth and widespread industrialization are the main contributing factors to the increasing contamination of the world’s diminishing freshwater resources. This work investigates Fe/TiO2 as an efficient and sustainable photocatalyst for treating organic micropollutants in water. The photocatalysts prepared by these mechanochemical methods used a high-energy ball milling technique to manipulate Fe/TiO2’s structural, optical, and catalytic properties for the photo-oxidation of 2,4-Dichlorophenol (2,4-DCP). Doping with iron effectively reduced the band gap of rutile TiO2 from 3 to 2.22 eV. By reducing the ball/powder ratio from 34 to 7, the removal efficiency of 2,4-DCP... 

    Stability Analysis of Slopes with Inclusion of Hydrological and Vegetation Effects

    , Ph.D. Dissertation Sharif University of Technology Emadi Tafti, Mohsen (Author) ; Ataie Ashtiani, Behzad (Supervisor)
    Abstract
    Landslide is a natural hazard associated with economic losses and fatalities. The geometric of the slope, the soil properties, hydrological factors, and groundwater are important factors that affect the stability of a slope. The landslide investigation is important due to the identification and prevention of damages. Thus, more researchers studies on this subject. The new questions in this field are “how can simulate the vegetation effects in slope stability analysis?” and “what effects do precipitation and infiltration have on landslide triggering?”. Although the classic methods of slope stability analysis provide the initial information for the design, they have limitations in answering... 

    Integration Frameworks for Assimilating Satellite Remote Sensing Observations with Hydrological Model Outputs

    , Ph.D. Dissertation Sharif University of Technology Sadat Soltani, Samira (Author) ; Ataie Ashtiani, Behzad (Supervisor)
    Abstract
    Global climate change and anthropogenic impacts lead to alterations in the water cycle, water resource availability and the frequency and intensity of floods and droughts. As a result, developing effective techniques such as hydrological modeling is essential to monitor and predict water storage changes. However, inaccuracies and uncertainties in different aspects of modeling, due to simplification of meteorological physical processes, data limitations and inaccurate climate forcing data limit the reliability of hydrological models. Assimilation of new observations constrains the dynamics of the model based on uncertainties associated with model and data, which can introduce missing water... 

    Conceptual models for Seawater Intrusion Simulation

    , M.Sc. Thesis Sharif University of Technology Taghizadeh Saheli, Pooneh (Author) ; Ataie Ashtiani, Behzad (Supervisor)
    Abstract
    Ground water resources are the main source of water supply in many regions. During last decades ground water quality has been deteriorated due to many sources of contamination. Seawater intrusion in coastal aquifers is one of these sources. With development of different numerical models, simulation of seawater intrusion in coastal and island aquifers has been used greatly in analyzing the condition of these aquifers. The first step in performing a numerical modeling is determination of a suitable conceptual model. Considering the complexity of a real problem, a proper conceptual model should show the true condition of the problem as well as lead to a cost and time effective simulation. In... 

    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... 

    Scour hole depth prediction around pile groups: review, comparison of existing methods, and proposition of a new approach

    , Article Natural Hazards ; Volume 88, Issue 2 , 2017 , Pages 977-1001 ; 0921030X (ISSN) Amini Baghbadorani, D ; Beheshti, A. A ; Ataie Ashtiani, B ; Sharif University of Technology
    2017
    Abstract
    A dataset of 365 laboratory tests for scour hole depth (SHD) around pile groups (PGs) under unidirectional aligned flow is compiled, and the performances of the existing equations are comparatively evaluated on the dataset using several statistical indices. A formulation based on a correction of HEC-18 equation provides the best estimate with a correlation factor of 0.58. The test durations of the considered data ranged between 4 and 389 h. A time factor (Kt) is proposed to take into account the temporal variation of the SHD around different PGs. Among the datasets, 51 long-duration experiments are scrutinized to show the temporal variation of scour depth toward equilibrium state. The time... 

    Improving model-data interaction in hydrogeology: Insights from different disciplines

    , Article Journal of Hydrology ; Volume 580 , 2020 Ataie Ashtiani, B ; Rajabi, M. M ; Simmons, C. T ; Sharif University of Technology
    Elsevier B.V  2020

    Confusion About “Convection”!

    , Article Groundwater ; Volume 56, Issue 5 , 2018 , Pages 683-687 ; 0017467X (ISSN) Ataie Ashtiani, B ; Simmons, C. T ; Irvine, D. J ; Sharif University of Technology
    Blackwell Publishing Ltd  2018

    Effects of heterogeneities on capillary pressure-saturation-relative permeability relationships

    , Article Journal of Contaminant Hydrology ; Volume 56, Issue 3-4 , 2002 , Pages 175-192 ; 01697722 (ISSN) Ataie Ashtiani, B ; Majid Hassanizadeh, S ; Celia, M. A ; Sharif University of Technology
    2002
    Abstract
    In theories of multiphase flow through porous media, capillary pressure-saturation and relative permeability-saturation curves are assumed to be intrinsic properties of the medium. Moreover, relative permeability is assumed to be a scalar property. However, numerous theoretical and experimental works have shown that these basic assumptions may not be valid. For example, relative permeability is known to be affected by the flow velocity (or pressure gradient) at which the measurements are carried out. In this article, it is suggested that the nonuniqueness of capillary pressure-relative permeability-saturation relationships is due to the presence of microheterogeneities within a laboratory...