OCR Text |
Show Table 2. Relationship among ranges of possible brine concentrations in the south part, ratios of discharge through the causeway and quantities of water movement through the causeway ( assuming constant concentration in the north part). [ Figures in parentheses represent estimates of values for the 1969 water year.] Vj = Volume of water moving northward through causeway V0 = Volume of water moving southward through causeway Vl_ V0= Net volume moving through causeway 12 3 Average concentration Average ratio Approximate quantity of water, in millions of acre- feet, of south part of discharge ™ h± ch Would move throuSh the causeway annually for the ( Vi/ V0) for indicated ratio of discharge listed in column 2 if the ( CI' Zero net load net annual inflow ( VJ- VQ) to the north part were: Tons per ApprOX. grams movement± 1 , nn nnr, „ „„ *„„•. i nnn nnr\ „ * „*. o nr\ n nnn jr K. rr , . 400, UUU acre- reet 1,000,000 acre- feet 2,000,000 acre- feet acre- foot per liter vi v0 vI+ v0 vx v0 vx+ v0 v1 v0 vx+ v( 9.4: 1 0.45 0.05 0.50 1.12 0.12 1.24 to 100 74 4.7: 1 .51 .11 .62 1.27 .27 1.54 ( 3.8: 1) .54 .14 .68 ( 1.36) (. 36) ( 1.72) 3.1: 1 .59 .19 .78 1.48 .48 1.96 2.4: 1 .69 .29 .98 1.71 .71 2.42 1.9: 1 .84 .44 1.28 2.11 1.11 3.22 1.7: 1 .97 .57 1.54 2.43 1.43 3.86 1.6: 1 lo07 .67 1.74 2.67 1.67 4.34 1.3: 1 1.73 lc33 3o06 4.33 3.33 7.66 8.67 6.67 15.34 1.2: 1 2.40 2.00 4,40 6.00 5.00 11.00 12,00 10.00 22.00 1.04: 1 10.40 10.00 20.40 26.00 25.00 51.00 52.00 50.00 102.00 50 37 125 92 150 110 200 147 250 184 ( 275) 202 300 220 350 257 400 294 450 331 2.24 0.24 2.48 2.54 .54 3.08 2.72 .72 3.44 2.95 .95 3.90 3.43 1,43 4.86 4.22 2.22 6.44 4.86 2.86 7.72 5.33 3.33 8.66 1/ For the indicated concentration a higher ratio would result in net load movement to the north, a lower ratio would result in net load movement to the south. |