prédétermination de l'envasement dans les retenues de...
TRANSCRIPT
~d1"ologie
tlDivs:œit:é Pierœ et: Lca.r.Ls
Paris .;. 6 -.Géologie .: Dynamique
PREDETERMINATION DE L'ENVASEMENT
DANS LES RETENUES DE BARRAGE'
--
Sciences de l'eau
Juin 1981
SARDOUK Youssef'.J
SOMf"'\A\~E,
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FIG. " " -Reservoir Delta For",
Fig.. ..,a.
Backwater IImlt at tlme3~'
Bac:kWQler IImil al lime 2ll.' Bac:k-..oler 1I~lt at lime 1l
• . 1Surface profile a t tlme , 1 .
Surface profile at tlme 2 • . 1 . 1
Surface profile at time 3 -~"'\
Longitudinal delta profile al tllTlt' 1
Longitudinal della prOfile al ln 1La'lgiludlnal delta profile al lll\'lll 3
', Progression of the "delta" deposit formed from coarse matenals in rcscrVOlrs.. Arter Harrison
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Ol'nsily currl'nlbeds
. Fig. 13: '. Dill'erent kinds or deposits in reservoirs. Arter Lane
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1 Table ~~ Unit Soil lo.'eights
Lane and Koelzer Trask
Fesërvoir Operation i.Sand·· r Silt Clay Sand Silt C.lay
-'1 K ..., K • K ""1 K 1 "'-1 K 'CYl K1 1, 1., ,~edirnefit ëlw~ys s~bmerged i .1· \ ë 1
or nearly sub~er9~d S3 0 65 5.7 30 16.0 88 . 0 1 67 5.7 13 16.0!
1· ''''' ilor::'.a l1y a necerate i
46 1, 0.71: \.,;.
re~ervoir c~awdown 93 0 i4 2.7 88 0 76- 2.7 -- 10.71
! 1
i (c) :.cl7..al1y ccnsiderab1e • i1 60f 1· r~servoir drawdown 93 0 1 19 1.0 6.0 88 0 81- 1.0 -- 6.0
1
i 1
0 1 82 0.0 78 0.0 881 0 84- 0.0 0.0~ «: ~éservoir normally empty 93 1 --! 1
1
! ·11
1- Estimated 1i 1
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River Channel
Maximum WaterSurface Elevation,Ta Whic:h ReservoirIs Surveyed
R-30R
--... Sediment RCInge::::= Subtawt)t4 Channel
Area
Channel UpstreamFrom Reservoir
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10 20 30Tlm. T • [y.ars)
Fil/. 1? . Variations in theliltins up ofrcservoirs with time
10Tm.. Tbt'o~
1-[lept-ant-ButtE
':" h~;f6 -25
+......11
10 20Time •T [yeoars] .
o
.-1 : 1 1 .1 • 1 1 ~.:""" . 1: 1-' 1 • 1 1, -,"/. . Il Tf
50". /. ; F'ool/;7' . 1913-31
/. 1 1 1 1fJl 1 1 1 1
0 l 1 1 1
... >-~,
II' .',li
t1 tJf- Austin (new),1913-26Il
.," 1 ·1 1 1 1 1
Fil/. "1 S :. The siltins of rescrvoirs Austin, FoRaI. and. Elephant Butte. Arlet Shamov
'10.
,
! 1 /1 x .....~lv ~~ ~.l '/ ............ .-r:;~~,.
• il ~ J.' • G'. t
Fi..11 •
zo JI! 40 SO 10 'Ill 10 'CI GO
101-----I--+-·-+--+--+-:Ur...F+---I----I--;-+--!-t-t-H
.. t
- Fi.." b
(V,) Snliment ,"olume. . (1'J VollI"'~ d~ sédi",~nls.(1) Time(years). (1) T~",ps (années). .
N.B. Sediment volumes for Elephant· ,N.B. Voillmes d~r sédi",~nls pOlir. Ele-BUlle draw:l 1 : 2 scale. . phant Bill'" li rich~ll~ J : 1..
~ ~CIJ'UA Oc.. teo UOW\-~. :J c..JuJe. jeJ.) ~~CJj "~D 1 \Jt.O
\J'io Ù 'J"oo. ;J ~J~e' j~ "''f~ evJ- : "\; J"t eJk , cJe. cl.r
100~. '\t k.L"e."so
-cA\-"0 1:la GUL ~UlC. c..e. ~~ .A(J'fb 1lAe
-lit .,:
.{ "' ~\o~ c.o..»-:T ). et ~
Reservoir CountrYOriginal'(e)
V50VIO VIO ..Y!!!l
capacity "V; -v,o" V50
(l0' tJ) " (l0' tJ)
Elephant Butte U.5.A.(ee) 3,249 627 0.46 0.69 1.23Theodore Roosevelt U.5.A. 1,877 186 0.45 0.69 1.24Lalr.eMentz R.5.A. 308.6 102 0.35 0.63 1.28LaIte Arthur R.S.A. 102.9 89.3 0.39 0.66 1.27Lake Mac Millan U.5A 112.2 67.8 " 0.36 0.63 1.25Guernsey U.5.A.Grassridge R.SA 89.6 37.0 0.38 0.65 1.27Van R)'1levelds Pass R.S.A. 81.4 28.5 0.39 0.65 1.25Prinsrivicr R.SA 4.9 2.9 0.37 0.64 1.26
Average values 0.39 0.65 1.26
;
(e) Orisinal capacity at mostrecent rulllUpplyIml (F;S.t.).(e e) U.s.A. data rrom [2). .
..
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1 1 ..:,? 1
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1,3
U
U
III
o.,
"-u
o.'
~u- U
'0.4
U
0,1
Cl,I
0D 10
L10
1to DO
Sediment volume after 1 years as iraction or5O-ye1U volume:
J'olum~ d~s sidim~nts tlpr;s 1 tlMi~s com_frtlction du l'Olum~ d~ JO tins:
y,J'JO
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- St-
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~: ~u: ~\p..\~~ > -\000 ~/~ d- CI\IlUa ~tJ~ .
c.: laN\cJ.o\~ c:ÙI. ~ '" \0" o..'Ilet. .)l.M.t. ",c.i.a.."\ilN\. ~d~.
d: J\~~' o..c.ùd.~t.é, "" ~~t.
t : ÔV"'eb 'W\~~ ({" eu4e.6
t: ~~~b deMu. .
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dit.~.)li
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V! .b.
V t>~ .c
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~ . .---~.»
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/ ... . i.--'" ~50/ ~
ro V . .-- iA". ....1-":";'
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1-<' -~.5 ..~-". -~
~~
1QOl aotoœ QI 0:} 05 1 i' 5 1) 25 50 Q) 250500
TlwcRIIcaI~~.s.rlm [imI]
The annual silting per unit catc:hment are vs. retention level, After Orch andShamoy
, Fill. 1.Ï".
- '5~.o
•
è.e.. j 0.. I\~ \e\W.e .ck dt.!) iV'cA.\o
I\e.TW\I1.e. 1 JlL "' ....).&N\.e. ~~~ V, V'f~'o~u.Le.
t·Q~· ~~.
~.100 .:'1
t iM\\f'f. dA.t.
~ !IL
!IJ œ !SC 200 250 3DAIs.... \'ClUI'lL> pet t.r1l ......a sedment tlad V. . .6"
Ratio of the &mIual ~iment load to reservoir'volume YS. 1I1tÏJII~ unit. JaCrVOIJ' 'Mhune.. Mter Shamov
1 : .1 1 · 1 : : : :, : ! ! :1 , · ! , 1 1 1 1 ! 1 1 , T i ~ ! ,
~ :1 1 ! ·1 1 . , : 1 : . : :
15 : : : ; , , : i 1 : : : i ,. · 1 : 1 ,: , ! , :
1 . , , , : i T ,1 , T 1 ; i 1 : :
1 : f 1 , T ! ;.; 'r 1 ; 1i 1 ! .,
1; ; 1 1 , 1 1 : : 1 : l : . 1 i 1
() . 1 ; ·T , 1 1 i 1• ; , . . i r ! 1 , ·1
!1
1 ,.0 1 ,
1 i 1 1 1 , 1 i ,:
1 ,. . . i 1i 1 . · 1 1 . i l ,
\ ; , . , ;: 1 1 : 1 ! T i ,
-1 ; i, : 1 i
5 · , . : !." '1 1 1
1 , l ; 1
l'\,.1
1 . 1 , • i1 : ° ...... ' r ; , : i iie. -- · .. 1 1 , i- , 1 :
, 1
1
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Ç.~~e. et\- ~~c..~liM\ àc: ~ cL. ~~Q.le· o.u.~e. ~~ l\e.\--tlfW.e. t,\ ~ ~c. \oü- d?o'
~-
+l~500
400GrasSridQ!'+ _.5_' W:l1er
·V ~I·l.
A..... E1~U.+
XlOI- LaIar Ml!ntj Yan~·
: 1Il Mln(""';)• + L* McMIIlIn .
Q LooIU2io 1 2 3AaticJ 01-"'* __ 10. ornd infbot Y. -ao ;
Fil/• . .t 3 . '. ADnual SiltiDI per unit c:atchment arca relatcd to thl ratio of the originalstorage volume and th.: total annual int'low. ACter United Nations ECAFE. No. S
G.r
- '5'" -
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10
F1~. S If _Trip EfficiencvCu,.,e After Br..ne (5-D5)
_Jo.. ~~e.' è.e.- C\\\')~c:"UL.\- "'''-8.: ~.~o.WI.I. ~~.
t Q. ~~\ J.\Me. J\~'m e....~e ~~\e.oc. de ))~~~·h~'A. et-
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~~eAO\~ ci: .M~'1t.\6 Je. ~"1c. ..f '~.... cie J>edi-~;.... 0Ir defü.u:~ ~.... .lle. .J\""-~ ck.\1...
J('~t dc. J\e.~"",,\~ 1 .\,)\rC/M. 1'M,~c. cie. J~ ~ Jo.. .Ae.~~_
P$W\o J 'Uta.-~ ~~. cuJ- c:lCMC. c.&.~oi-~~:
_ j" ~fQ.ù\-e: cie.. j 0. )\e..1t.MU~
Je.. dc.\o\l"· l'ft\'~ ~~~è.A. f.M,.~r dAM.o ], f\~te.wac.
_ ~o. Jr~e. de. J\c.'r~t-~~ :. ~fC&.ù~' de. ~ ,~\ÜMc. / elc.""â' ~~Cl~lM 'ÎJ"'~JfI
_ J. 1 \Mde,6t de p~CM,.~\l.M. 70 .1J'~e Oc. J\e~'icM."i t-f1lC)t. fW\"\\~ e, . 0/".../
~..JLi.o ~ d.e'CJ\.'W\.Û.\~ J~ .~(CM.~~ d~ ~\i.w-(tA\~ ,ua.\. ~CUDeA.~\:
ë- QO~'ftée. ~'W. ~~eA /:)fJW\i. - e1M.da J c:.M..
CeIW' 'fl-e ~c. ~ d~ ~a.c.\~ ~ \.\\tCA."\~~\
j 0.. ~~~\i.w.. cru. ..9 ... ""e.\\tuo.c\e. tle
je '0ctMOAlt .~e.~~c. ~.9~
,w.'~ j;aJ-
~ r-;;.; Cu..... fo, line .ill diSChi,g,!;-t!-1.~~ """- - 7 from ln "psl,.am mfrvoi, ~.
1 .
Jl~-... .......... ..1................... -
c_ 10' IGCal sill·...... ..........
<,
1 <,1 1
.....,--
-. ,
1 1
100
60
~ 10
!20fo"~ la...5 6
i 4~.
~ 2lil 1'IS.e. 0.61:
,i -i
0.1ID· ID' 10' 10' 10'
1 Wml!fttltion'" oIl'1'1t'fVOÎt-period of rwtention/rrtIWI Vllocity...,G: ~ li -ehurchill's (5-0.61 TrIp Efficiency CUNe
10'
t_l)_1_~ t-\cX\,wo\t de.. (lO~L~""O.
lr-Ut. a.. .J.j\1WI\. 'oa.oe.. c:\~y. ~"'-Wo.\l~ J J~. -uIr c.J2~ Cl'~ÙIo\o~
\~ .,A- de. j.. ~cY\NAf. :
~ \" ~ .r~f\ ~~ .]~wel .iCl. c..1N\-(~ ....\\Jft Q~ .
('tt\o..\~ ~U\o.. J\~\ë de. l'W\csi~.
cl: ~~~~ d'e.o.,u. ~]o.. J\ettA\u.L.
\Js : \J\t~ de.. c.6te. de.a ,b~fN\to
~.: J\A~fJ- ~ ,,~e a.,-tw1. / "~e. ~~~.J.
- 'Si - .
t0. c!!eo. Ki i.e ~~CM. 4Ik:
1 _0, '~'3 -t/... (J \r.:' .Il - e . ~)
c:u~c. . ~ ~ tQ.C.'l'''-\. du lW\tA.t~t de. f&)~ .
. .l: j.-, de. .~G.. t\e.~eNU,(e
L. : ]\M.l~ dJ.\. 'oc.&ACw.. ~~.
S, o«: d.eA\tr~ Jj\W\. V .90. \J'\~ cl'e.~!)~e4J- ~ ~CL
Ae.\eMile J CM. ~eul· -r'V'A~ ~ ~ ~'-W.\iÙw\ dL. V ü- .,. .
.i. .:' '!!...- d- ~ /\eJW\ro..t:tuJ" ,.. fOJ\. ~tA. ... Jl&w\.~~~ ~
l~ )_ .A, oS'S L"s
'. p=J\_e. ~
Cc1tL "ft\d~e. ~CNo\Yie. J"~ c.~ ft~ c\c..t>u... ~ raJ- Df4 f4c..~ ..t -5 _~. ta2. u! clu. ~~. o.u.. rN.'IIea., .de. -Po.. "e.~~~.
te. . c.J. w.2. cL. -\""'~ d.u. .jj ...... .,,;. ..,uw. cie.. J.. ..<.te-e
l"fJV'II\ et- '. de 'f~ j ~"'~'l~ de.6 (.)~eN'\; .e.\- de. i"c. ~~ ~<:~ ~~ ci 'e.tc.f~~~\ë.cN\. czk. ~o.. .}e..teM.cte. c..(NJ\d.~él..
'1l ~~ ~e. .~~ ,A~. 'PQ1\.. d~ rtad-~t4 tM\~~w.~ ,AcPè.t~~~~ clC4"",~f2f6' ~"'~Q,.4'u~.
t -'':l - ~-" - . ~ d-~~ oQM\F~weQ:
_ .'i:. ~~'lC." . de ". ~ ~e. ~~~~e.Vel- e. .E. \JeMd~Mee.V.
ê~~ ...,t- de]o.. ~~'\M\e.: ~ ,
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l~'1): ~~w.·
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0... (,'"lr,j.VA.. ~e.,""e ~~\(~~
- 'Se-
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~: ",\~ cJe c~të. d~ pCU\Ïi ~f4 ~~ ~~.
u . ,,\r~ ~,UM'\e. de. ~~ t$U.Q~~\.~ .
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cle. J~ 1 JG" ",\~ .de. c.b\"i. cl-.lu.. ....,\~ l'N\~~e. ~u.a.i", ~t.
~ ~e. ..rt.NA t~ ck )\e6\d.U4\ce c:ie. j~ cl.oM.O ~CL ,J\t:.1"eAWe..
cf 'h.Yf..tv..f4e ~e. JCl,. ~~Col~ .a~ de rsafo q}~ ~.cill.e. oe.. j)~ "",'~ 'fat) ~~ \)eN.}e.~ c:!.aM.o ~CL 'C\o..~e..
_ \"\ e.l- 'vwack. E ~r ~\Ale. de "e.df.,."tti"A Oe ,AUA~CIte.:
o-, . &~e. . .9eo ~e.-teA'\Ilt6 .!'o..'f'M j~ t2et.JD\ ~ co:tl~ oe. \.~vtA c\q"t)
~wi tA-. pc.~~te: o\e c.A ~ lpOl:;l!' of.N\.. 1\ If SB.~
~ -'r~ ~ ~ f""'fÜA ~~ ~c.cN.~"Mi ,\Me .J.C4. ~~cM.deuA. ~
~v'V\." e:e. , j~ c." 'P"'cÀ 'ë' ~ ~\oWot.: CAAUI\.'a~ .ÛL't~(,ité - "c.te.MlAll. J fA,.
"~~\eA\t ,jJ.N\e.. o~t~ cie.--reMte. "" . .1 ~ J.l\(~~ Je ~~~T ~
de.te",.-nWnt. ~ .1'r'. de. -2 «L t\c..T~e.:
r..~~ =f-.
1r 6t. J\t\~c. C"C'I\,. •
% 1, ~ -a lt, S
Ir ~, ') -. 3,5
m .A,5 -9 ~l;
!J:. A, "__ A, ')
.~ ~\ot: ~\~ ~ j",-~~~ e, "'WWc. je.. .fW\ ~\u.
Q,.a. \ ....,,~~ t5 .~~ .»h·toCLti~ .de. ..9... ~~t."
10
e.2-uC:li~
.~e..uel
Q
~.t::a-uo
0.60.50.1O.IO=------::olL.:----:L-=---~;----~--___:~--~
-5~-
"~p:
\llf" \ :
~
~
A(~HJ
~, l~)
~~ cMdteA.\ J\~\t"c de J) .. ~ete~e
c.o.~c.\t.lté. de....QUo. 1\e.tt1Wle ~ ~v.. 'fM~cMod~ c..md~
~'ff~ P~fA j\.tew.J
~C&&&t~ .~ b~~.
~~ll.te cle. -OeL .".e.r~e à ~~ ~~~ C~N.
~ (Mc.,(~ c:.C'(I\.Ia.c.\tIÙo~e c::le. jo.. ne.-tc.NUte. •
'TABLE 8 -Direct Determination of Elevation of S6diment Depo!,ited at Dam
....,....,. Pf'tojnt _
5- , 1•• t.JClO .....r..' ... " -1 0 li> al go <ai ~
ILlll 1It.1 • v,..., s·v_ ...- " ... 1
lU .,,. ," t2_I-Jfil- ,..,.... --,.... • D' " .... .,., ,.u•
,MI ..... - ,.... ,.... i:Y.... ..- ,... _ni': ''"'" ••t.l.t
-
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1.....-;::,:;;~• -l.'n:!..-
'f>~ Cl"\1 ciA- ~ 0.. ~'tc. Of.b ~e-t. de. t ~~ ~t4..,.uMe.
-tf..I\W..de. de. rY\.. QMM U6 cM. p.W 'ICJ\.o.. j~ ~ V>f~ àaAi '" ClIlA4te4 :
• -f",ttA. j~ ",Je,&AM de 'fi d- ~' (pl cleo . Jo..~~~ ~
..l~ ~'eœ o~ . j ~ .+. ü\olAAe. .t E, ~ J\e.fV\~~tt. ji!o c.dW\.~~
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. " 1 : foH
f>~ j~eiW'fQe. ùtt' tM.", '0 ~0,2.;1- e} ~ : ')0,"~
=~ \\' = Po ~ = 0, ~~1- iii 50, (. -
- 'DU-
C~ .J.)N\e.. ~ek~e ,vJ. -f~et 6e c:le.t~'WUM·eA. J)'Je owo1i&N\.
df4 ~e..o\aNv\~ '0 ~ ).VI'e ~~e. d. tMM ~~ -4WL ••b.Y\Q..~ c, VW\ f't"e. de.
]0. CA~C(cite' cle. j}o.. j\C.~~e.. ,. deA a..~~ tJ\.~ ~fUJ >'b.x ,de J?...
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'1re- J ~ tne.~t:1e. j~ di.w\~~ ~ ~"",(.tCAÎ4~e.a c:\eo~~t ~J21L
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A • '3 _ ~ ~:.. M~~e4 ~cJ-"'UMQ..~UAU ~
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. j ~-.~t~UV\. ~ ~ d~ J-... JV..,,\~e..--
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J,euA.,
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de. J).o:... N.'J\ f.oÙ ,
'\~ .)1~t:oi ~ t:!~~J pOl\.. ~~ I\~~ "
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~: -..r~e"e. ~e. .)VJ. B~1:~ du. Jht.
~: tAllt»t\~r de.'tI\.l\~'"e: 'f' ""'" je. .;v..~ ~~ \/0n' . ".CA.
-b'l-
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~' (.v\. c.~~e\e "C\UIo"C, .JeA c::lelel~ J..\,u.Yd~ d ~~((4 AvJ- tcMo~l4
~- ..J..lft'\~ c.~c. ~~~ .J- C1.Ul.~ Jo.. 'ftMte. d~eA~\t. -e} ~ "M
~\...J- JtA '\.\II~-U .J C}I... ca.,,)JM~ liw.f?;-' t'~iun 9u.û. e!lMM~ ~
~ _ k Dt~û~ - "f =0;.'1.
I<-y- ~. ~e. (t\MAt.o.Mre. 9""" ~to~~ Cl..).J»o- ~*~~ cl~ di~M.
~!J> ,;kt..... cl.. ttltL ~i"" ~.,.j; ..Iot".-", ..'" ~""",t J.., "l.J.....
c\e.. ~T'
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'Qj) - ~ ~- '" '?) ~ 1.'"O\:
" (3Pd2.a, ~ S-.w A W'o\e.e tMt- .)J-'u.'9.M~ 1 j 0- ~oi~lM ~ "
", d A/l
S~ =--"\ CO \(1/ ~ \4/1
\l: \Ii t~'De """,,\\~\Me dL j~
~ .)i\i~~~ .,.uMe I\"et-~e J\~~"e ~ -,,~~e. ~.•
• \\ ~ AIA.\50~ co'ettJ\.~~ '"' ~~cÀc .p\J\~e. Je ~~ Ù ~
~~"~~\J,\e.a ~ .~ d~~\~~ ~v..u.e...lu.. ,\\.U.ClUA\l\i' de. !'M.~'t~1(
,\w.l ~wn4W\- 'PCIJ\- Jt4 dl~eJ\tM'~ Âec:\l~~ de: ~a. .l\c.t~e~ .).l"\,,' ~c::uJ- J~eQ\eA {~-l4 dU\~ je. o.e'o·lr ~c..
~ tAotu. d rA\Me-\. j ~ 'f~e.uI\. d~· .A~èMl4 .d e ~~c..6.J -1"-wJ. ~
~ù~ 9Ule ~. Jo.. l\~tVIIWe J ~C4.. ""t'CJœ. ~t! ~ ~e oe ~'~c1"
k .J\e-w-~ CE. '\""'" -e.M.~e JlCL ~l'I\.U..tl~ c:\e. .J~ ~~té cle ~~l
~f~-e: d- &01.. e:Ü ~~<:M.~ ,Ad dUML ôe 't~ €M'\Ac. J~ clec.c.lt ,A~etl~
,b.u.c.t~,,~ tt cJi\.. '- :
b"'~ e pI~VlO~ d.K dc.p.~ ~l\c. JCl.\ ~-~ A~ctt·lAt4.
61: : .)('~e. de X"rfJ .
6L : cLA~ce. -e.-CÀe j ta c:le.u.... ,.eL.~iCMO .
\:): J "-~oUU\oo
"6s: .Jf~ .;..vN\Q.v.f. ~u IW\~~ v
0,\& : d.iMeAfMee de. <:ka' ~~~ eM~ J<4 de.ur. ~e.~tllM/i
ôf ~~~~~' de ~IA. €M\Ae. J-eo deull A~c.lt~ cll'\oVa'\de.\.~ d.e.",eNJ-
l''MIAIÏM vw ~c."e,~ ~L -et- 6t .~~ ~~",e4.
b~ ~ ~t.&4çe' ~~ ~'WMo ~ec.1lc.\~ f.k-. ~ J'CL~~~\". et ~~
ts\e. ~~~t. ~ CSI\o\\~\· Je. ~~ ~ .:1.\.,".
~~ (1. )J.~!J.i."i tebt.. ~d-~ ~ J~ 'ocvA~C : Qi d ~U\d.eA- jl
C'M t.~ ... ~\U.'J~(. ~~t V>Q4 et"o.N\.~ e.u.oe .
C~ ~~fA dVf\N\~ c:leA .,MA.t.&\;,..~ ~v..u:. ;\:x.,"~~ ~~~-
~'Wo\~ 4.~et. Je6 $.~c.~""o-\l~ ~tÙ\~ ~.lu ..J\e.t~ ~e. \o~4.. J ~
& ~ j'~c..tM.'IIe~ e\1)LÙ:~V\.. ju. ~~l'n\.l.4~U o\e ~~C»'\~ ~~C4
,\w.\ ~wJ.- 1"1'OM~~t4 dl.N\C. .Je:. ~lt -d~ ~~ ~~c ~ \'M.wo<. ~'Pt",,~
-~
air ~*tJe..J eM. ~ ttA C'W\1Q.()\eiu ,.,~,.t- Jo.. c:.~ ~ ~'f"A"'1M.
~1J.Li ~.)JIt'L cr-ea..w!t. .Â.YJ\ r~t.e ~ Je. ~(~ de. ~~~to..t,~ .
~ Mt ~ fllL\ .-b~ ytl ~o..6~e..s t.u.I\. ~ ~~ d.tN\M~ ~ ..J4M.e. \o~~
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~ClI\.C.cM\M ~ "J'~I'Me."\t~~ de. de~e... ~e. ~l~~ ek.. ~'f,J- ~~
~t~ll ~C4 ~ ~I),. t\e.t~.
~ _'5 - S _ C cMc:..~CM •
~ ~r~ te 9W: CM CL \lu. CM. --IJ'~ ôu\e. ~e j\L l'tt\ei-~e tt.~
-r~ lu.. ~ 1rCACt ~ d.e.t(/\..~e\. je. ,,~~~u.. pedL.w~~
.vtt cle dettJ\.~eh. Je ~~te..'A\:J d.e c.o...f~e de. JIl. J\t.tt./NU.) e t.a.o~ ~o...
\JctN..o..\lëM d.e ju..~~t~ deA ~e.o\.vMêMlQ o(M ~tM.(..tleM dM. ..t~~$ , ce, ~
""'~ ,41S1iide. Jr. ~lDt~W de~~V==
dC1MS\'\l .
•:t NCln e~c e. Du ,,",coe a ~'ltflLO\TAT\ot4 ou %f'R.~"&a
'!l- ~ _ J: 1'f\~C.'lVV\. ~
O~ J~ d~ c:.~~\i\.c.,.cJI\ e..t.a.e~t J~ àUM1~-é t!~ MA.t~t
der~~ d: oV4\ ~'1~~ Ju' l'fAe.H,'Wl.d~ .,u1l'~«., ~ ed«.ttIL.~tI\. A~Rc
v~e ~ ~~t6 ~~. J~ -{}A» jJ d..Ll jj} de j", C\i,,~~ JfM. 0... ~u...
~e. ~, "MtA~~\~ de t~ ~u.d~ ~tM1' ~~t.\.."~ Je. ~, d~~(M.h~
~~ClM~f..
~~ "'I~ j·~t~~ de te ~ ..(.teuA. ~ Je ~(~ d'CM"IIMC.
-~W dtA J\(.\o(M.UU f/Vt. f'WOtJ\.A. 'lM. t\(.'Iu.a, d.~ ~eMA~c.6 d~~~1L.-A.
citA b~~.
.~ d f\~.... _1 ".'~ ) ~_Ltl dQ caM1. e, J -CQ '''' - .. 6 - l'" u~"So,f:. ~8"fOW- ~
~ ~ ~ a.~ .AClS" i Ao... 4"~e cl 'u(. f~~~ltN\. ~
cb. .t" QM.O •
~(. kl cie. c.&.'M ~QWI\ e..vJ- ~ Oe. ","a -tCIA. oN\- CI.. ,\wl . j..u.\ OU'r\A.\C
.JJ.M.e.. '11\1. cle .•U.a QAU Cl"Q..~ ~"'UA eAAA e.-.J- ..)»W de. j CL '"t'V/UlC, •
<h\. .oil- ~\Llr. .Je. \I~e dto ....~C4 ~\j,I.AÜA.fk .e.4-.he:, ~t~~ ~ .Q~
t.rtI\'t~';' c.Jui. ~e 'f1l4" ~ ..QG. .)IettMlLe.. E", iie.l- j ~'1~~e cleo
~~ de c.~CU'Oiao... "1'~ o.e.",o... t.LL~ ~ c:4e 5"0 % c:l~ otr~ ,A~~ 1
~0Â6 c.el~ 0... ~~~ ,).Wt.fl.. -f'tJl1L Â-eA.~~e c!.u. ,,~- ~~ ..Ata~~~1
EXPLOITATION DU BARRAGE DE L'OUED MELLtGUE (10300 km l )
A ..ni..laydrolo6iq....
Apportaliquid..
(x 10' ml)
Yol .....de. va ...0uli,l..(x 10- m')
Yol.......d•••idim.1Iù
apporr" (KU)( x 10' ml)
M....,..d.l·...va.........
(x 1CJl'ml )
.vril·.ol\t 1954 26.7 0.392 0,7291954-55 80.6 2,113 3,9061955-56 214 7,194 7,2661956·57 158 1.400 4,5471'957.58 293 7,731 7,4301958.59 213 2,064 4,1261959·60 156,2 1,684 3,1491960·61 37,3 0,723 0,7231961·62 .95.3 1,610 1,663
. 1962·63 83.4 1,138 2,2851963·64 279,3 5.338 7.2231964-65 117,2 1.861 2,2761965-66 85,15 1.437 1,5601966-67 113.1 2.616 3,6381967·68 190,6 2.850 4,3251968·69 53,6 0,937 1.3791969·70 758.2 19,161 18,4481970.71 88,8 1,283 2,2501971·72 208,4 3.709 4,1791972·7~ 504,2 10,421 7,1101973-74 76,04 0,840 0,614 '1974-75 177,5 2,572 '4,183.
totalUl: 4009,6 79,07 93,01
_yeaae.Dr 21,3 .... 187.98 3.71 4,36
o
13,40
24,77
47,62
47,62
2.23
~t. ,\'Ui ~J ~04 d'L~ f~Ce.
~ QM\~ jü CJ\.\lU.
b' ew.l.it t I&I\.r de. .).. Cl Ci ~ A. .A95~ Ju.. ...,UM\~ .~ ~ ~"'G4 e.wW· W
c\~ :t\ ~~ ~o' l'Ml J o\e. \~I;'" A. ).C\~~ &. ~«."'II'~ ~c. "'" ,"\t -tO" /WI}
~
J~ V\UL4 d~ "~6~ _ \Q90 ~UoIl c.oJ',
.A \ 1 IlU' \0' 'W\) o\e pes:J.J.-'~o..~et. ~eMe
'j)u. rw.,~~ ~
~ t.t. cl t4 U\U fi,) .~
. L " ) •doe. ..., i~ elc. ~ ,1"~ ... . te., ,\\LLl
..le. ~~tMl\MeAAe. d.'~""Q,QtM\eMt.
~~~~ '10 _ JI" _ '\1-
% ~ ~eo .J\e:\t/ftAl fA
',Ju. \:.~e. t\~ J j~
1'4\~ ~~ ~Clb c:uunr\ e.- 't~'to.M ~ ~Ul e, c Ji....
~~ .J.L'\i~e~ ~ je. o.tfN\ ~e. de.
EXPLOITATION Dtr BARRAGE DE l.'OUED NEBAANA (855 kmt)
Apporu'",uida
. ""..(le 1(11 ml)
Souair..&apOIU'
Il..,...._'''(le 1(11 m')
06,,",oaiolU
1965-661966-67
(20,0)(20,0)
Volume .toeké au 1/9/67 : 22 le1(11m'exploitatioD iDcoDDue ; apporta e.ti.
mé. l leur valeur mÎDÎmum.
1967-681968-69
(20,7)(15,7)
??
Pour le. deux aDDé" 67·68 et 68-69ÎrrilaâoD et a1imeDtatioD eD eaupotable e.timm l 8 )( 1(11 m'.
1969·70 155,9
1970·71 (28,1 )
1971-72 23,31972·73 55,91973-74 52,71974-75 22,1
Total 414,4
. MoyeDDe ~~ 10 aIlS 41,44
(80,0)
10,1
90,1
?
0,5016,4617,47
1,53
35,96
3,50
milatioD e.âmée : 2 )( 1(11 ml.
miratioD e.timée : 3 )( 1(II m'.
~'" .. c...s .. 1'IIl1. "'~.
. '\.2 ~oo· ('Ml....... ~ 'à~"'f. 000..."".. cM. "-.M \oO\r~" ~ 'f0"'c1&",~ ......... c:h.,,~.._" "\ 80c 000 PM'! •
u • .. _ll.ô.....___\
: '\ ~10 ooc 'f'm.'!.
EXPLOITATION DU BARRAGE SUR L'OUED MASRI (SV _ 40 k~t)
An... Apporu .."".... DINr._nu 06'1n1oaiolUlaytlrolop,_ .....- .. 18c1a....a(le 10' ml) (le 1(11 ml)
F6vrier-ao6t 1968 (0.400)1968·69 0,860 Sou_timé1969·70 1,002 Dév_meDU mal eoUDU.1970·71 1,4711971·72 0,8761972-73 6,529 2,500 DévenemeDu e.ûmé.1973-74 6,208 2,100 DévenemeDu elûméa1974-75 4,126 0,600
Total 21,472 5,200
Mo)'eDDe 2,863
é • ..,&.M...."t ""'c. .\)V~ ••• ••.•• ., ~lo 000 PM'!l
I).IIC."'~~ ""' .. ""~ -+ l.a. C."'",,"C,!! ••:.... ~oo 000 ",,\.
~et.~e..J :J ~cw1- ~W\.(. rmelMiF\k
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c:l~ l'Mo..i~x ~~C4
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- &7-
EXPLOITATION DU BARRAGE SUR L'OUED BEZIRIt (73 pm 8. bll)
Annl.. Apparu Die...........,. Lcic1lur.., hydrola,iqu.. liquid.. (x 10- ml) (x 10- ml)
..caus(x 10- ml)
1960-61 1,57' ,0,3311961-62 5,27' 0,1051962-63 1,989 0,0011963·6. 7,185 - 1,698196'065 1,'17 0,0871965-66 2,1'1 0,0081966·67 0,52' 0,0831967-68 7,173 2,021 0,5031968·69 1,512 0,2%1969·70 1,058 0,'591970-71 ',"7 0,2551971·72 2,317 01972·73 16,38' ',276 8,9561973·74 ',179 0,2361974-75 6.878 0,187 0,250--Totaux 63,652 6••8. 13,218--
MoyelUle lur 15 au ',243 0,881
. . . . ... - .
liM.. 'S..e -.""r ~e. ~\) "é.~ ô.. c.\'\I&Ilt6 -. • • • • • • • •
(:) e. 'le" 50." IW\~~ • •
•• ""0 000 .."\
__ .' _. '~1 000 ",,"\
1., 000 'W''? •
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- '9-Barrage d'Iril Emda sur l'oued Agrioum en Algérie.Bassin versant 657 kmzCapacité initiale 1953 155 1()6 mJ
Capacité en 1975 123 JO' mJ
Apport liquide annuel moyen 180 1()6 mJ
Apport solide annuel moyen 2,2 1()6 ml
Dans cet ouvrage; la part des apports solides non déposés dans la retenue est évacuée par courant de densité à niveau hala.
Barrage de Khashm El Girba sur l'Atbar« (Soudan).Bassin versant 100 CiOO km'Capacité initiale 1964 1300 1()6 mlCapacité en 1973 840 10' mJ
Apport liquide annuel moyen 12000 10" mJ
Apport solide annuel moyen 65 lell nlJ
Dans ce cas, la crue annuelle est évacuée en grande partie à niveaumoyen; les chasses à niveau bas sont c:e trés courte durée.
BarrageChahbanou Furah sur le SefifRud (Iran).Bassin versant 55 000 kmzCapacité initiale 1961 1 750 lor-"mJ "
Capacité en 1970 1 400 Hf-mJ
Apport liquide annuel moyen 4400 10' rit J ·
. Apport solide annuel moyen 40 10' mJ
Ici, la part des apports solides non déposés dans la retenue est évacuéepar courant de densité à niveau moyen et haut,
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