A5013075319- Groundwater flow and contamination studies
- Groundwater and Isotope Geochemistry
- Soil and Unsaturated Flow
- Hydrology and Sediment Transport Processes
- Hydrology and Watershed Management Studies
- Hydraulic flow and structures
- Landslides and related hazards
- Dam Engineering and Safety
- Fluid Dynamics Simulations and Interactions
- Flood Risk Assessment and Management
- Coastal and Marine Dynamics
- Groundwater and Watershed Analysis
- Soil erosion and sediment transport
- Water Systems and Optimization
- Geophysics and Gravity Measurements
- Water resources management and optimization
- Hydraulic Fracturing and Reservoir Analysis
- Advanced Numerical Methods in Computational Mathematics
- Probabilistic and Robust Engineering Design
- Fluid Dynamics and Heat Transfer
- Hydrology and Drought Analysis
- Reservoir Engineering and Simulation Methods
- Soil Moisture and Remote Sensing
- Advanced Mathematical Modeling in Engineering
- Seismic Imaging and Inversion Techniques
Sharif University of Technology
2015-2024
Flinders University
2014-2024
National Centre for Groundwater Research and Training
2014-2024
University of Newcastle Australia
2024
Vision Australia
2023
Le Studium
2022
Bureau de Recherches Géologiques et Minières
2022
Tarbiat Modares University
2011
Delft University of Technology
2000-2002
The University of Queensland
1995-1997
Experiments of local scour around pile groups are carried out under steady clear-water conditions. A variety conditions including different group arrangements, spacing, flow rates, and sediment grain sizes considered. In total, 112 experiments out. It is observed that the scour-hole depth for some cases increases as much two times more than its magnitude case single piles. The data from this study laboratory experiment previous works used to derive a correction factor predict maximum groups....
Abstract An incompressible‐smoothed particle hydrodynamics (I‐SPH) formulation is presented to simulate impulsive waves generated by landslides. The governing equations, Navier–Stokes are solved in a Lagrangian form using two‐step fractional method. Landslides this paper simulated submerged mass sliding along an inclined plane. During sliding, both rigid and deformable landslides considered. present numerical method examined for wedge into water In addition solitary wave heavy box falling...
Abstract The fresh groundwater lenses (FGLs) of small islands can be highly vulnerable to climate change impacts, including sea‐level rise (SLR). Many real cases atoll or sandy involve two‐layer hydrogeological conceptualizations. In this paper, the influential factors that affect FGLs in subject SLR are investigated. An analytical solution describing circular islands, composed two geological layers, is developed for simplified case steady‐state and sharp‐interface conditions. application...
Based on their characteristics and applicability, a new category of NMs is proposed for water wastewater treatment.
Local scour around complex piers under steady clear-water condition was studied experimentally for a variety of configuration, including different sizes and shapes piers. A total 70 experiments were carried out. Three sets performed over the entire range possible pile cap elevations with geometrical characteristics. The collected data are used to quantify that maximize or minimize local depth. Some available methodologies estimate maximum depth such evaluated. predictions depths improved by...