Non-Linear Modelling of Shoreface–Connected Sand Ridges

Geomorphic Factors for Tidal Waterway Hydraulic Modeling

Effects of Flow Duration on Local Scour at Bridge Piers in New York

Measurement of the Pore Size Distribution of Geomaterials Using Conductometric Phase Transition Porosimetry

Effects of Dissolved Air Flotation Hydraulic Loading Rate on Water Treatment Performance

Sand Transport Through and Around the Main Breakwater at East London

Geomorphic Factors in Tidal Waterway Hydraulic Modeling

Vertical Contraction Scour at Bridges with Water Flowing Under Pressure Conditions

Computational Fluid Dynamics Model of WTP Clearwell: Evaluation of Critical Parameters Influencing Model Performance

Beach, Dune and Offshore Profile Response to a Severe Storm Event

Specific Features of Design and Analysis of a Cable-Stayed Bridge over River Ob in Western Siberia (Russia)

Robust Techniques for Extension of Streamflow Records
Longer hydrological records are required for the planning of water resource systems. Sensitivity of a system is studied under various scenarios of hydrological inputs to understand its...

Structural Controls on the Development of a Coarse Sandy Barrier, Reid State Park, Maine

Generation and Migration of Nearshore Bars under Non- to Macrotidal Conditions

Fine Sediment Transport from Opportunistic Sand Disposal, Carlsbad, California

River Restoration Considerations Beyond Channel Design

Flow Transitions in Bridge Backwater Analysis

Friction Factor Choice in Hydraulic Simulation Models: Does It Matter?
(no paper) To model water distribution systems using computer hydraulic simulation, a user is required to select a form of head loss-flow relationship for each pipe in the network. The...

French Developments in Reservoir Structures

Variable Property Devices for Structural Control





Return to search