AD
Antonino D'Ippolito
Research areas: Engineering · Civil and Structural Engineering · Hydrology and Sediment Transport Processes · Hydraulic flow and structures · Fluid Dynamics and Turbulent Flows
Employment
Employment history is unavailable.
Education
Education history is unavailable.
Projects & Funding
Projects & funding information is unavailable.
Publications (19)
- Drag-Coefficient Formulas for Linear Rigid Emergent Vegetation: An Assessment of Their Performance Versus Experimental Water Surface Profiles Save
- Simulation of Water Surface Profiles in Channels with Linear Rigid Emergent Vegetation Save
- Hydraulic models of silled orifices and stilling basins in online dams for flood reduction Save
- Drag coefficient of in-line emergent vegetation in open channel flow Save
- Bedload transport through emergent vegetation: current status and its future prospect Save
- Triggering of Rain-Induced Landslides, with Applications in Southern Italy Save
- Simulation of M2 Profiles in a Channel with Rigid Emergent Vegetation Save
- Simulation of Accelerated Subcritical Flow Profiles in an Open Channel with Emergent Rigid Vegetation Save
- Effects of fluvial instability on the bed morphology in vegetated channels Save
- Discharge Coefficient Analysis for Sluice Gates Set in Weirs Save
- Flow Resistance in Open Channel Due to Vegetation at Reach Scale: A Review Save
- Anisotropy in the Free Stream Region of Turbulent Flows through Emergent Rigid Vegetation on Rough Beds Save
- Bed Roughness Effects on the Turbulence Characteristics of Flows through Emergent Rigid Vegetation Save
- Discharge Coefficients for Sluice Gates Set in Weirs at Different Upstream Wall Inclinations Save
- Investigation of flow resistance exerted by rigid emergent vegetation in open channel Save
- Experimental and numerical study of free-surface flows in a corrugated pipe Save
- Reforestation and land use change in a drainage basin of southern Italy Save
- Fixed-mass multifractal analysis of river networks and braided channels Save
- Investigation of transition from free surface to pressurized flow in a circular pipe Save