Sedimentary budgets are a coastal management tool used to analyze and describe the different sediment inputs (sources) and outputs (sinks) on the coasts, which is used to predict morphological change in any particular coastline over time. Within a coastal environment the rate of change of sediment is dependent on the amount of sediment brought into the system versus the amount of sediment that leaves the system. These inputs and outputs of sediment then equate to the total balance of the system and more than often reflect the amounts of erosion or accretion affecting the morphology of the coast.
To assess the sedimentary budget the coast has to be divided into two separate morphologies, commonly known as littoral cells and compartments. Sediment compartments can usually be defined as two rocky barriers which mark the ends of a beach and have a fixed sediment budget, although usually leaky to some extent. Littoral cells can either be free or fixed and can occupy a hierarchy of scales, from individual rip cells to entire beaches.
There are various types of natural sources and sinks within a coastal system. Sediment sources can include river transport, sea cliff erosion and longshore drift into an area. Sediment sinks can include longshore drift of sediment away from an area and sediment deposition into an estuary.
Anthropogenic activities can also influence sedimentary budgets; in particular damming of a river and in stream gravel mining of a river bed can reduce the sediment source to the coast. In contrast beach nourishment can increase sediment source.
In 1966, Bowen and Inman defined a littoral cell and separated sediment inputs, accretion by longshore drift and outputs.
Sedimentary budgets are used to assist in the management of beach erosion by trying to show the present sediment movement and forecast future sediment movement.
In order to understand the sedimentary budget of a coastal environment it is important to know the different types of feedback that can determine whether there is stability.
Cette page est générée automatiquement et peut contenir des informations qui ne sont pas correctes, complètes, à jour ou pertinentes par rapport à votre recherche. Il en va de même pour toutes les autres pages de ce site. Veillez à vérifier les informations auprès des sources officielles de l'EPFL.
Explore l'hydraulique fluviale, le transport de la charge de lit et les plates-formes de construction hydraulique, en mettant l'accent sur les défis de la prévision du mouvement des sédiments dans les rivières et l'impact des inondations sur les infrastructures.
vignette|L’épi artificiel est un instrument privilégié de rectification des berges : ici la rivière de Ruhr entre Hattingen et Bochum. vignette|Depuis 1850, plus de 750 ouvrages de navigation (épis, chevrettes et duits) ont été construits sur la Loire entre les Ponts-de-Cé et Nantes. Au , des opérations de remodelage de ces murets de pierre, voire de démolition, visent à faire retrouver au fleuve son cours naturel et à renforcer la biodiversité du milieu fluvial.
Le sable de reconstitution décrit un processus dans lequel du sable est pulvérisé pour remplacer des sédiments (généralement du sable) perdus du fait de l'érosion. Une plage plus large peut réduire les dommages créés par des tempêtes, par dissipation de l'énergie dans la zone de la houle, et protéger les bâtiments et les terres adjacentes. Des îles artificielles peuvent également être construites quand l'environnement le permet, par exemple dans le golfe Persique.
,
Rainfall characteristics such as intensity, duration, and frequency are key determinants of the hydro-geomorphological response of a catchment. The presence of non-linear and threshold effects makes the relationship between rainfall variability and geomorp ...
2024
, ,
In the canton of Bern, Switzerland, the “Le Bez” torrent is known for its flash floods, causing sediment and wood debris buildup in Villeret village settled on the alluvial fan. To mitigate this issue, a sediment/wood trap system is being implemented upstr ...
In computational hydraulics models, predicting bed topography and bedload transport with sufficient accuracy remains a significant challenge. An accurate assessment of a river's sediment transport rate necessitates a prior understanding of its bed topograp ...