Fonction de transfert pluie-débit sur les bassins versants de l'ordre de 1000 km<sup>2</sup>

Guillot, Pierre; Duband, Daniel

doi:10.1051/lhb/1980026

Cited by 7 publications

(5 citation statements)

References 1 publication

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“…0.5∆t). In the case of rainfall duration, as given in (b), it has been additionally assumed that rainfall intensity changes with duration according to the scheme of DVWK (1984), which is a simplification of the curve Ia of SCS (SCS, 1986), and that the effective rainfall is distributed according to an exponential formula (Guillot & Duband, 1978).…”

Section: Carpathian Basins Polandmentioning

confidence: 99%

An investigation of lag times for rainfall–runoff–sediment yield events in small river basins / Une analyse des temps de réponse d'événements pluie–débit–transport solide au sein de petits bassins versants

Banasik

Madeyski²,

Mitchell³

et al. 2005

Hydrological Sciences Journal

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River basin lag time (LAG), defined as the elapsed time between the occurrence of the centroids of the effective rainfall intensity pattern and the storm runoff hydrograph, is an important factor in determining the time to peak and the peak value of the instantaneous unit hydrograph, IUH. In the procedure of predicting a sedimentgraph (suspended sediment load as a function of time), the equivalent parameter is the lag time for the sedimentgraph (LAG s ), which is defined as the elapsed time between the occurrence of the centroids of sediment production during a storm event and the observed sedimentgraph at the gauging station. Results of analyses of rainfall, runoff and suspended sediment concentration event data collected from five small Carpathian basins in Poland and from a 2.31-ha agricultural basin, in central Illinois, USA have shown that LAG s was, in the majority of cases, smaller than LAG, and that a significant linear relationship exists between LAG s and LAG.

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Section: Carpathian Basins Polandmentioning

confidence: 99%

An investigation of lag times for rainfall–runoff–sediment yield events in small river basins / Une analyse des temps de réponse d'événements pluie–débit–transport solide au sein de petits bassins versants

Banasik

Madeyski²,

Mitchell³

et al. 2005

Hydrological Sciences Journal

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“…La metodología utilizada ha sido la del método de la DPFT (acrónimo de Diferencia Primera de la Función de Transferencia), propuesto por Electricité de France en 1980 (Guillot y Duband (1980); Guillot y Duband (1981)), basado en el algoritmo propuesto por Newton y Vinyard (1967). Desde ese trabajo se sabe que, independientemente del método de resolución del sistema de ecuaciones derivado del producto de convolución Q(t) = PE(t) * H(t), la única manera robusta de identificar la función de transferencia H(t) de una cuenca es la utilización simultanea de múltiples episodios (a diferencia de las metodologías más antiguas de identificación a partir de un sólo episodio).…”

Section: Efectosunclassified

Consecuencias hidrológicas de los incendios forestales

Torres

Urbano-Ispiuza

Lavabre³

et al. 1994

ing.agua

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La alteración del terreno y la destrucción de la vegetación debida a los incendios provoca cambios importantes en las características hidrológicas de las cuencas afectadas. El presente estudio aborda una cuantificación de los efectos inducidos por el fuego en los caudales punta y en la modificación de la respuesta hidrológica de una pequeña cuenca mediterránea francesa gracias a la disponibilidad de una serie de 23 años de datos antes del incendio y de 3 años después. La relevancia de las consecuencias puestas de manifiesto resulta especialmente crítica en la región mediterránea, donde una climatología propicia convierte a la secuencia fuego-inundaciones-erosión en el principal agente del proceso de desertificación.

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“…The DPFT approach was first published in 1980 (Guillot and Duband, 1980). Since then, it has been improved by numerous studies (Versiani, 1983;Nalbantis, 1987;Rodriguez, 1989) and tested on generated data .…”

Section: Brief Description Of the Dpft Approachmentioning

confidence: 99%

Using the DPFT approach to improve flash flood forecasting models

1992

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DPFT is a lumped approach for operational flash flood forecasting, based on the unit hydrograph. Using a multi-event alternating iterative algorithm, it identifies a robust and stable average transfer function and a consistent set of effective rainfall series associated with each event at the same time. This key ingredient allows an objective calibration of different loss functions, relating gauged precipitation and effective rainfall. A case study based on an operational French basin (545 km 2) is presented. Three lumped production functions have been calibrated and compared. The results show that more elaborate models of loss functions must be proposed, and some possible directions for this are pointed out.

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Fonction de transfert pluie-débit sur les bassins versants de l'ordre de 1000 km²

Cited by 7 publications

References 1 publication

An investigation of lag times for rainfall–runoff–sediment yield events in small river basins / Une analyse des temps de réponse d'événements pluie–débit–transport solide au sein de petits bassins versants

An investigation of lag times for rainfall–runoff–sediment yield events in small river basins / Une analyse des temps de réponse d'événements pluie–débit–transport solide au sein de petits bassins versants

Consecuencias hidrológicas de los incendios forestales

Using the DPFT approach to improve flash flood forecasting models

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Fonction de transfert pluie-débit sur les bassins versants de l'ordre de 1000 km2

Cited by 7 publications

References 1 publication

An investigation of lag times for rainfall–runoff–sediment yield events in small river basins / Une analyse des temps de réponse d'événements pluie–débit–transport solide au sein de petits bassins versants

An investigation of lag times for rainfall–runoff–sediment yield events in small river basins / Une analyse des temps de réponse d'événements pluie–débit–transport solide au sein de petits bassins versants

Consecuencias hidrológicas de los incendios forestales

Using the DPFT approach to improve flash flood forecasting models

Contact Info

Product

Resources

About

Fonction de transfert pluie-débit sur les bassins versants de l'ordre de 1000 km²