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(1973) n°3 - Royal Academy for Overseas Sciences

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— 599 —<br />

tion points exist above and below the interface, (figure 10c),<br />

but each point involves a stagnation stream-line which lies inside<br />

the mixing layer. It can be shown that the amount of dissolved<br />

salt moving to the upper sink decreases rapidly as uodo is increased<br />

beyond the value of 1/2. Thus, it is quite possible to<br />

selectively withdraw in the upper sink fresh water only slightly<br />

contaminated and of great economical importance. The saline<br />

water pumped from the lower sink can of course be discharged<br />

somewhere else.<br />

January 5, <strong>1973</strong><br />

REFERENCES<br />

(1) A n g i n o , E.E.; B i l l i n g s , G .K .: Chem. Geol., 4 ( 1 / 2 ) , 7 -8 ( 1 9 6 9 ) .<br />

(2) A r a n o w , R.H.: Phys. Fluids, 9, 172 i-7 (1966).<br />

(3a) B e a r , J.; B a c h m a t , Y.: Hydraul. Lab. P.N. 1/65, Technion, Haifa<br />

(1965).<br />

(3b) B e a r , J.; B a c h m a t , Y.: Hydraul. Lab. P.N. 4/66, Technion, Haifa<br />

( 1 9 6 6 ) .<br />

(4) B e a r , J.; D a g a n , G.: J. Geophys. Res., 69, 1563-72 (1964).<br />

( 4 a ) B r e d e h o e f t : BAAPG, 47, 2 5 7 -6 9 ( 1 9 6 3 ) .<br />

(5) C v ij a n o v ic h , B.G.: Travaux de l’institut de Rech. Sah., IX, 131-6<br />

(Algiers) (1953).<br />

(6) D a g a n , G .; B e a r , J.: J. Hydraul. Res., 6, 15-44 (1968).<br />

(7) De J o s s e l in d e J o n g .: Trans. Amer. Geophys. Union, 39, 67-74 (1958).<br />

(8) G e l h a r , T.W .; C o l l i n s , M.A.; L i, F.: M.I.T. Hydrodynamics Lab. Rep.<br />

(1970).<br />

( 9 ) G o r h a m , E.: Bull. Geol. Soc. Amer., 72, 7 9 5 -8 4 0 ( 1 9 6 1 ) .<br />

(10) H a s im o t o , H .: J. Fluid Mech., 5, 317-28 (1959).<br />

(11) H o lm e s , J.W.: in Symposium on Salinity and Water Use, Canberra,<br />

A.C.T. London MacMillan (1971).<br />

(12) I.U.C.N.: Septième Réunion Technique, Athènes (1958).<br />

(13) J a c o b s e n , T.; A d a m s , R.M.: Science, 128, 1251-58 (1958).<br />

(14) Jain, J.K.: U.N.E.S.C.O. Arid Zone Res. 14, 11-16 (1961).<br />

(15) K u N iN , V.N.: in Symposium on Water Resources, Use and Management,<br />

Canberra, A.C.T., Melbourne Univ. Press, 212-8 (1964).<br />

(16) L is t , E.J.: J. Fluid Mech., 33, 529-43 (1968).<br />

(17) L is t , E.J.: ƒ. Fluid Mech., 36, 17-19 (1969).<br />

(18) L is t , E.J.; B r o o k s, N.H.: J. Geophys. Res., 72, 2531-41 (1967).<br />

(19) L u s c z y n s k i, N.J.: J. Geophys. Res., 66, N° 12, 4247-56 (I960).<br />

(20) M il l e r , E.E.; M il l e r , R.D.: ƒ. Appl. Phys., 27, 324-32 (1956).<br />

( 2 1 ) O ’B r i e n , V.: A.P.S. Division of Fluid Dynamic, Annual Meeting ( 1 9 7 1 ) .<br />

( 2 2 ) P o l u b a r i n o v a - K o c h i n a , P.Y.: Theory of Groundwater Movement.<br />

Princeton Univ. Press ( 1 9 6 2 ) .<br />

( 2 3 ) P o r c h , M .; E l a t a , C.: Israel ]. Techn., 4, 2 1 4 -7 ( 1 9 6 6 ) .<br />

(24) P r a g e r , S .: Phys. Fluids, 4, 1477-82 (1961).<br />

(25) R ib l e , J.M.; D a v is, L.E.: Soil Sei., 79, 41-47 (1955).<br />

(26a) S a f f m a n . P.G.: J. Fluid Mech., 6, 321 (1959).<br />

( 2 6 b ) Sa f f m a n , P .G .: J. Fluid Mech., 7, 1 9 4 -2 0 8 ( I 9 6 0 ) .

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