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Using Numerical and Physical Modeling to Evaluate Total Scour at Bridge Piers
Publisher: American Society of Civil Engineers
Abstract: The contraction scour resulting from a two-dimensional (2D) mobile bed numerical model is superimposed on the local scour measured on a large scale mobile bed physical model to evaluate the total scour at bridge piers. ...
Using Numerical and Physical Modeling to Evaluate Total Scour at Bridge Piers
Publisher: American Society of Civil Engineers
Abstract: The contraction scour resulting from a two-dimensional (2D) mobile bed numerical model is superimposed on the local scour measured on a large scale mobile bed physical model to evaluate the total scour at bridge piers. ...
Discussion of “<i>Motion Response and Wave Attenuation of Linked Floating Breakwaters</i>” by Iraklis A. Valioulis (September/October, 1990, Vol. 116, No. 5)
Publisher: American Society of Civil Engineers
1935 Sella Zerbino Dam-Break Case Revisited: A New Hydrologic and Hydraulic Analysis
Publisher: ASCE
Abstract: The Bric Zerbino and Sella Zerbino barrages dammed two branches of the Orba Valley in Italy to create the Ortiglieto reservoir and supply the Molare hydropower plant. The secondary dam, the Sella Zerbino, was erected over ...
Hydraulic Design of Perforated Breakwaters
Publisher: American Society of Civil Engineers
Abstract: In the present engineering practice, direct formulas are not given for the preliminary hydraulic design of Jarlan‐type breakwaters: Only qualitative observations and heuristic considerations are reported. The writers analyze ...
Daily Streamflow Simulation Using Recession Characteristics
Publisher: American Society of Civil Engineers
Abstract: Time series of daily streamflows are studied with particular emphasis on the behavior of recessions. Long-term and periodic characteristics are modeled through spectral analysis. Gamma autoregressive models are used to ...
Simplified versus Detailed Two-Dimensional Approaches to Transient Flow Modeling in Urban Areas
Publisher: American Society of Civil Engineers
Abstract: Simplified and detailed two-dimensional modeling approaches to transient flows in urban areas, based on finite-volume solution of the shallow water equations, are compared. Through the example of a dam-break flow in a ...