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<br /> Table 14
<br /> Deme,nd on Stcr&~e - A.F. lJni ta
<br />'.
<br /> Deficienoy I Demand on Storal18
<br /> Ieer s t 1'O'll'I'o.OC' I lO,O~J Acres I 1,.000 /'creo
<br /> I I I
<br /> 1921 r S,700 I 6,290 I 9,150
<br /> 1922 I 21,300 I 10,429 I 14,2.32
<br /> 1923 17,900 I 7,340 I 10,660
<br /> 1924 I 27,250 I 14,242 I 19,242
<br /> 1925 I 2!!,200 I .15,590. I 20,710*
<br />., 1926 I 18,500 I ' 7,.300. I :1O,410W'
<br /> 1927 I 19,750 I ' S,J6OIt I 11,700*
<br /> 1928 I 24,550 I 12,460*- 16,800*
<br /> 1929 I 2l,850 I 10,175* 13,95')*
<br /> 19.30 I 25,.300 I 13,l:ro-- I 17,600*
<br /> 1931 I 29,400 : 16,600* I 21,770*
<br /> 1932 I 18,400 I ' 6,420 I 9,550
<br /> 1933 r 19,550 I 7,639 10.452
<br /> 1934 I 29,750 I 16,682 2l,962
<br /> 1935 I 15,300 . 5,6J.2 9,522
<br /> .,
<br /> 1936 I 26.500 I Q.29, 13.243
<br /> ttEot1mated from corre11lt1on of damand on etorll.ge
<br /> va. deficiency at Towaoc.
<br /> n~eeTVo~r ODoration
<br /> Both the Weber Bnd Jackaon Culcn rC6orvoir ~ite8
<br />
<br />. ,
<br />
<br />',"
<br />
<br />;',' .
<br />.....
<br />
<br />.:c,,',r:..;.,.
<br />
<br />heve local dreinege aren8 of e few sqU31'O miles, which in
<br />
<br />letG l'I1ntor end spring have some runoff. S1liiUl1ar rains uso
<br />
<br />
<br />occur. Eunoff from ~~~e aroas wae not taKon into 'account
<br />
<br />as inf1o\T to tho reservoire. It ~s nnticipat<ld that runoff
<br />
<br />from thene local crans will fully offset reservoir los8se
<br />
<br />t~ by evaporation and seepage.
<br />.....
<br />CO In Mtuo1 operation it would not be possible to
<br />(N
<br />captura ell the flow availeble for /ltorage At diversion
<br />
<br />pointe as shown in table 13. While the diversions are high
<br />
<br />59
<br />
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