Results 111 to 120 of about 20,777 (236)
Bias in Peak Flood Discharges: Are Our Bridges and Culverts Undersized?
ABSTRACT Reliable methods for peak discharge predictions at ungaged locations are required for infrastructure design and floodplain management. For decades, a standard practice in the United States has been to utilize US Geological Survey regional regression equations (StreamStats) as a singular method. However, implementation of multiple methods, such
Steven E. Yochum, Tyler Wible
wiley +1 more source
Modelling of the bending behaviour of double floor systems for different contact surfaces [PDF]
In the practice of prefabricated concrete structures considerable surfaces of intermediate floors are constructed using double floor systems with prefabricated bottom layer and upper layer. This second layer is cast on site.
Attila PUSKAS +5 more
doaj
Wave Overtopping on Rubble Mound Breakwaters
The paper gives the results of an extensive series of hydraulic model tests carried out in a random wave flume, in order to study the effects on wave overtopping of the main geometric parameters of a typical rubble mound breakwater with crown wall.
Pierliugi Aminti, Leopoldo Franco
openaire +2 more sources
Abstract Infragravity (IG) waves play a crucial role in nearshore hydrodynamics and sediment transport; however, their generation and dissipation mechanisms during extreme storms remain challenging to assess due to limited data availability, site‐specific characteristics of natural landscapes, and anthropogenic effects.
Jie Huang +3 more
wiley +1 more source
Abstract Hurricane Harvey (2017) produced 31 net‐erosional washout channels on San Jose Island, Texas, USA, where offshore‐directed flows cut through two dune ridges and the beach. Channel growth was affected by natural, pre‐existing aeolian topography, rather than prior washover channels or infrastructure. We investigate how offshore directed outwash,
Arisa Ruangsirikulchai +2 more
wiley +1 more source
Numerical Simulation of Wave Overtopping Over Composite Berm Breakwater
Breakwaters have changed a lot during their design history. Overtopping is an important parameter that its evaluation and reduction has always been noticed.
Seyed Morteza Marashian +2 more
doaj
Safety Assessment of Concrete Gravity Dams: Hydromechanical Coupling and Fracture Propagation
For the safety assessment of concrete dam–foundation systems, this study used an explicit time-stepping small-displacement algorithm, which simulates the hydromechanical interaction and considers the discrete representation of the foundation ...
Maria Luísa Braga Farinha +2 more
doaj +1 more source
Climate change vulnerability and adaptation assessment for Fiji [PDF]
All nations, including Fiji, that are signatories to the United Nations Framework Convention on Climate Change(UNFCCC) are obliged to provide National Communications to the Conference of Parties (COP) of the UNFCCC. The COP4 stressed the need for parties
Bhusan, Jagat +5 more
core +1 more source
Overtopping of Berm Breakwaters Extension of Overtopping Formula
In this paper is presented an improved version of the overtopping formula by Lykke Andersen & Burcharth (2004)valid for berm breakwaters with initial slopes of 1:1.25. In the present paper guidelines is given on how to modify the formula to take into account the initial slope angle.
Andersen, Thomas Lykke, Burcharth, H. F.
openaire +1 more source
Abstract When severe floods struck southeastern Bangladesh in August 2024, competing explanations emerged. Meteorological analysis revealed that extreme precipitation was exacerbated by the Madden‐Julian Oscillation and jet stream dynamics. However, alternative narratives proliferated on social media, particularly claims that India deliberately ...
P. Das +4 more
wiley +1 more source

