A levee, dike, dyke, embankment, floodbank, or stop bank is a structure used to keep the course of rivers from changing and to protect against flooding of the area adjoining the river or coast. It is usually earthen and often runs parallel to the course of a river in its floodplain or along low-lying coastlines.
The Delft University of Technology is the oldest and largest Dutch public technical university, located in Delft, The Netherlands. It specializes in engineering, technology, computing, design, and natural sciences.
Hydraulic engineering as a sub-discipline of civil engineering is concerned with the flow and conveyance of fluids, principally water and sewage. One feature of these systems is the extensive use of gravity as the motive force to cause the movement of the fluids. This area of civil engineering is intimately related to the design of bridges, dams, channels, canals, and levees, and to both sanitary and environmental engineering.
The American Society of Civil Engineers (ASCE) is a tax-exempt professional body founded in 1852 to represent members of the civil engineering profession worldwide. Headquartered in Reston, Virginia, it is the oldest national engineering society in the United States. Its constitution was based on the older Boston Society of Civil Engineers from 1848.
In fluid mechanics and hydraulics, open-channel flow is a type of liquid flow within a conduit with a free surface, known as a channel. The other type of flow within a conduit is pipe flow. These two types of flow are similar in many ways but differ in one important respect: open-channel flow has a free surface, whereas pipe flow does not, resulting in flow dominated by gravity but not hydraulic pressure.
The London Avenue Canal is a drainage canal in New Orleans, Louisiana, used for pumping rain water into Lake Pontchartrain. The canal runs through the 7th Ward of New Orleans from the Gentilly area to the Lakefront. It is one of the three main drainage canals responsible for draining rainwater from the main basin of New Orleans. The London Avenue Canal's flood walls built atop earthen levees breached on both sides during Hurricane Katrina in 2005.
On Monday, August 29, 2005, there were over 50 failures of the levees and flood walls protecting New Orleans, Louisiana, and its suburbs following passage of Hurricane Katrina. The failures caused flooding in 80% of New Orleans and all of St. Bernard Parish. In New Orleans alone, 134,000 housing units—70% of all occupied units—suffered damage from Hurricane Katrina and the subsequent flooding.
Large-scale coastal behaviour is an attempt to model the morphodynamics of coastal change at time and space scales appropriate to management and prediction. Temporally this is at the decade to century scale, spatially at the scale of tens of kilometers. It was developed by de Vriend.
Hubert Chanson is a professional engineer and academic in hydraulic engineering and environmental fluid mechanics. Since 1990 he has worked at the University of Queensland.
Johannes Aleidis (Johan) Ringers was a Dutch hydraulic engineer and politician. He served as the director-general of Rijkswaterstaat and later as the director of Dutch East Indies Railways. During World War II, Ringers was appointed as the government commissioner for reconstruction, but was later interned by German forces.
Marcel J.F. Stive is a Dutch professor of coastal engineering at the Faculty of Civil Engineering and Geosciences of Delft University of Technology.
In fluid dynamics, the Iribarren number or Iribarren parameter – also known as the surf similarity parameter and breaker parameter – is a dimensionless parameter used to model several effects of (breaking) surface gravity waves on beaches and coastal structures. The parameter is named after the Spanish engineer Ramón Iribarren Cavanilles (1900–1967), who introduced it to describe the occurrence of wave breaking on sloping beaches. The parameter used to describe breaking wave types on beaches; or wave run-up on – and reflection by – beaches, breakwaters and dikes.
Hendrik Lieuwe Tolman is the original developer of the WAVEWATCH III (tm) wind wave model.
Desiderius Gustav Hermann"Dirk"Latzko was a Dutch mechanical engineer. He was a professor of mechanical engineering at Delft University of Technology from 1961 to 1988. Latzko focused on the construction of nuclear reactors.
Eco Wiebe Bijker was a Dutch civil engineer and Professor of Coastal engineering at Delft University of Technology from 1968 until his retirement in 1989.
Wave run-up is the height to which waves run up the slope of a revetment, bank or dike, regardless of whether the waves are breaking or not. Conversely, wave run-down is the height to which waves recede. These heights are always measured vertically. The wave run-up height, denoted by , , or , is a very important parameter in coastal engineering as, together with the design highest still water level, it determines the required crest height of a dike or revetment.
Johannes Theodoor Thijsse was a Dutch hydraulic engineer who made significant contributions to hydraulic engineering both in The Netherlands and internationally. In addition to having a major involvement in the design and planning of both the Zuiderzee Works and the Delta Works, he published widely and played a key role in the establishment of the IHE Delft Institute for Water Education.
Pieter Philippus Jansen was a Dutch civil engineer and hydraulic engineer who made significant contributions to hydraulic engineering in The Netherlands. He spent the majority of his career with Rijkswaterstaat, working on several major projects including the first phase of the Delta Works and leading the reclamation and repair efforts following the inundation of Walcheren.
Emmericus Carel Willem Adriaan "Wim" Geuze was a Dutch civil engineer who contributed to the development of soil mechanics, and the founding of the geotechnical engineering journal, Géotechnique. He was head of research at the Laboratorium voor Grondmechanica in Delft, and professor of soil mechanics at Delft University of Technology and the Rensselaer Polytechnic Institute.
Krystian Walenty Pilarczyk is a hydraulic engineer whose contributions to civil and hydraulic engineering include the development and improvement of the Izbash formula, along with the Pilarczyk formula for the stability of block revetments. He is the author and editor of a number of academic papers and textbooks on coastal, river, and hydraulic engineering subjects.
