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11/23/2009 10:50:35 AM
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Title
Changes in the Hydrological Response of a Small Mediterranean Basin a Year After a Wildfire
Date
6/8/1992
Prepared For
Journal of Hydrology
Prepared By
Elsevier Science Publishers
Floodplain - Doc Type
Educational/Technical/Reference Information
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<br />294 <br /> <br />J.LAVABRE ET AL. <br /> <br />HYDROLOGICAL RESPONSE OF A MEDITERRANEAN BASIN <br /> <br />295 <br /> <br />100 <br /> <br />22 <br /> <br />On the other hand, the changes in the flood regime concern the shape of the <br />hydrographs. The post-fire responses recorded are sharper and quicker, <br />becoming almost impulse responses. In fact, runoff does not require previous <br />saturation of the basin, and therefore water immediately reaches the drainage <br />network since the retention power is lost. However, more precise studies are <br />required to assess the changes produced in mechanisms acting in the runoff <br />generation at short time steps. <br />These conclusions are related to the changes in the hydrological response <br />of the basin 1 year after the fire. Of course, the hydrological consequences of <br />fire,like any others, will evolve with time controlled by vegetation growth and <br />erosion processes. Therefore this study can be taken as if it was the first <br />'photograph' of the basin a year after the fire. Comparison with complemen- <br />tary 'photographs', taken during subsequent years, will be needed to describe <br />the evolution of the hydrological consequences of fire with time. <br />Thus this work should be a starting point for in-depth studies of more <br />accurate flood descriptions (using models of flood generation), and also for <br />comparing basins affected to different degrees and analysing the evolution of <br />the response during subsequent years. These studies are currently in progress. <br /> <br />TABLE 10 <br /> <br />Different estimations of the increment of annual runoff in 1990 <br /> <br />Annual runoff <br />increment <br /> <br />mm % <br /> <br />linear regression of the annual runoff (eqn. (2)) <br />Difference from the envelope deficit in the Vaubarnier basin <br />(Fig. 3) <br />Difference with the linear regression of the initial deficit (eqn. (3)) <br />Difference with the annual runoff given by OR3 monthly <br />simulation <br />Difference with the annual runoff given by GR3 daily <br />simulation <br /> <br />112 <br />225 <br /> <br />24 <br />64 <br /> <br />148 <br /> <br />32 <br />35 <br /> <br />monthly and yearly time steps, is the reduction of the loss power or equi- <br />valently the increment of the annual runoff yield. At the daily step, the <br />increase of runoff production is strictly related to the high water days and <br />especially to the peaks of flow. ' <br />(2) As for the flood regime, the destruction of the vegetation cover and soil <br />alteration by fire have more crucial consequences. <br />The retention power of soil and vegetation is lost, and the hydrological <br />mechanisms producing runoff are significantly changed. We stated that the <br />frequency of floods is significantly altered. The 10 year return period flow was <br />exceeded three times in the post-fire year by rainfall events which did not <br />exceed the yearly return period of the 12 h rainfall. <br />This evidence may lead to the suggestion that, at least, the change in fiood <br />frequency is that it converts the 10 year return period ft.ow into a 'I year return <br />period'. However, we should note how highly dubious these extrapolations <br />are. Therefore we prefer to stress the extreme fragility of the usual methods <br />of rare frequency ft.ood evaluation, which are based on extrapolations of data <br />of a period of a few years (note that the probability of a fire or another <br />important change in the basin conditions will be, of course, higher). <br />However, an important repercussion can be stated. The results found here <br />indicate that the hydrological consequences of fire will also affect the <br />hydraulic works and the drainage networks (normally dimensioned to the 10 <br />year return period flow), since the changes in the hydrological response would <br />make the design frequ~ncy analysi~ obsolete. Furthermore, in areas of con- <br />siderable fire risk it could be interesting to think how to take the eventuality <br />of a fire into account in the design flood. <br /> <br />ACKNOWLEDGEMENTS <br /> <br />This study has been carried out mainly through financial support from the <br />French Ministere de la Recherche Scientifique and from the Conseil Regional <br />Provence-Alpes-Cote d'Azur. The authors have also been supported by a <br />Personal Investigador Altament Qualificat contract from the Generalitat de <br />Catalunya, financial aid from the Spanish Plan Nacional NAT89-1072-C06- <br />01 and by a BDI grant from the C.N.R.S. Thanks are also due to C. Michel, <br />of the CEMAGREF, for allowing us to use the GR3 model and to R. Rycroft <br />of the Servei d'assessorament Linguistic (Universitat de Barcelona) for the <br />English corrections. <br /> <br />REFERENCES' <br /> <br />Anderson, H.W., 1949. Does burning increase surface runom J. For., 47: 54-57. <br />Anderson, H.W., Hoover, M.D. and Reinhart, K.G., 1976. Forests and water: effects of forest <br />management on floods, sedimentation and water supply. USDA For. Servo Rep., Gen. Tech. <br />Rep., PSW.18, Berkeley, CA. <br /> <br />-The CEMAGREF and the OIS.Real Collobrier reports are available on written request to <br />Mr. Jacques Lavabre. Copies of the lnstitut National Poly technique de Grenoble (INPG) <br />Ph.D. thesis are available on written request to Atelier National de reproduction des theses. <br />B.P. 47X. F-38040 Grenoble, Cedex, France. <br /> <br />
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