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<br />278 <br /> <br />J. LAVABRE ET AL. <br /> <br />HYDROLOGICAL RESPONSE OF A MEDITERRANEAN BASIN <br /> <br />279 <br /> <br />.,'. . .:/ <br />~'':'<\~: <br /> <br />,4". ..., <br />:....,;,.~~:'r\' <br />., . <br /> <br />.:,\" <br /> <br />TABLE 2 <br /> <br />,:' \. <br />::!.ct <br /> <br />Main statistical characteristics of the 23 year reference period (1967-1989) <br /> <br />Annual <br />precipitation <br /> <br />Annual <br />runoff <br /> <br />Annual <br />losses <br /> <br />'>':~". <br /> <br />,i-,: 'i <br />~',,'-, '(!,;";-f I'~ <br />_ . ,::~\'~A.nk.,;;:.,,_.. ~~". .?~>>:~- <br />'Jf-~,..-:--o""~ t"", ,r'};.\i"'...... tv~' I~ <br />. --~.~~ti,(~:~ -_-E,,~... .lLy4 ...-:~~;,.~::J" .:6f_~"~'~ <br />,'_,' ~_ _ _.,.~ .......".., A' <br />_ _~.,.,,-....., ::.:~-r~...,-...~ <::;,'" ," ~ ,",:# -~ <br />.., ""'-. '<.,~<; "'... ~ _ _ _...~'4..r,.....olr-..-'.:' ,.-... ~ ~ V, <br />.,;;J~~:~r~~t~::;1i7:3:~ <br /> <br />_. ,_,_,' ~_<J...,-+.':J"'f\.~~..:I~)1~;(i~':.1~~~\< '. / <br />. ~ ~-,:::, '~,._..~ .~_...;;: ~<:;:...._ _~~;;;~",",i' ;._!-~_' ':1-:";..011 <br />...",=:."", , ~-I~. .....:,.Sfl ~~.;;,:..,~~'i:.''';!:'''' " \.,.-~ <br />, . J "V ;,.: ....~~ -f~~,-~;-<.~ (fr......~:e-....A...!!'f.i ..-'..t:.....~ ~ '....,. <br />"~~ ,..--:- ",,'::'X',~-;"",-" <br /> <br />Mean (mm) <br />Standard deviation (mm) <br />Variation coefficient (%) <br /> <br />1164 <br />366 <br />31 <br /> <br />626 <br />325 <br />52 <br /> <br />538 <br />67 <br />12 <br /> <br />Annual analysis <br /> <br />.:;:~:- - <br />.;;, ,\, <br /> <br />A hydrological year can be simply described by the annual precipitation <br />(AP) and by the annual runoff (AR). We can define the annual losses (AL) as <br /> <br />AL = AP - AR <br /> <br />(I) <br /> <br />(a) <br /> <br />Now, our purpose is to set a prediction of the AR for 1990 based on the <br />reference period and compare it with the observed AR. Table 2 shows the <br />main statistical characteristics for the 23 year reference period, 1967-1989. <br />The relatively high rainfall is a consequence of the proximity to the sea and <br />the orographic role of the massif in the genesis of precipitation. The small <br />variation coefficient of the AL shows that they are relatively stable around the <br />mean value. This suggests that the annual variability of the AP is practically <br />absorbed by the AR, and that the AL are little influenced by the pluviometry. <br />So, given that the geological structure of the basin allows us to ignore the <br />existence of deep losses. the AL may be considered as an estimate of the real <br />evapotranspiration. (Note that the annual potential evapotranspiration <br />measured by Colorado bac is 1155mm, see Table 5.) On the other hand, on <br />the basis of the AL stability, we can propose that a linear regression could be <br />a good tool to relate the variability of AR to that of AP. Thus the established <br />eqn. (2) will be used to predict the AR for 1990. <br /> <br />AR (mm) = 0.88AP (mm) - 396 R' = 0.98; a", = 51 mm(2) <br /> <br />The high correlation coefficient between AR and AP (R 0.988) confirms the <br />good quality of the equation, which accounts for 98% of the initial AR <br />variance and that has a residual standard deviation (urcs) of 51 mm. It is worth <br />noting that the reference period covers a wide range of situations. thus <br />increasing the robustness of the relation. Table 3 shows the extreme values of ' <br />AP recorded during this period. illustrating this statement and, at the same <br />time, the well known high variability of the precipitations characterising the <br />Mediterranean climate. <br />As a consequence. we will expect that this equation will be valid in the case <br /> <br /> <br />(b) i <br />Fig. 2. The Rimbaud pluviograph: area (a) before and (b) after Ihe fire, <br /> <br />.. <br /> <br />