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