Laserfiche WebLink
<br />I"- <br />I'- <br /> <br />h-:l <br /> <br />t-J <br /> <br />L <br /> <br />c <br /> <br />LIST OF FIGURES <br /> <br />Flpre <br /> <br />P.,e <br /> <br />1 Virgin River Basin water quality station.. .............................,........ .32 <br /> <br />2 Computed and gaged streamflow at Littlefield, 1971 and 1972. . . . . . . . . . . . . . , . . . . . . .37 <br />3 Computed and gaged salt outflow at Littlefield, 1971 and 1972. . . . . . . . . . . . . . . . . . . . . .37 <br />4 Computed and expected sediment yield at Littlefield, 1971 and 1972.. . . . . . . . . . . . . , . .37 <br />5 Computed and gaged streamflow at Littlefield, 1973. .............................38 <br />6 Computed and gaged salt outflow at Littlefield, 1973.........,....................38 <br /> <br />7 Computed and recorded water outflow of Hurricane, Utah. . . . . . . . . . . . . . . . . . . . . . . . .39 <br /> <br /> <br />8 Computed and recorded sediment outflow of Hurricane, Utah. . . . . . . . . . . . . . . . . . . . . .39 <br /> <br /> <br />9 Computed and recorded water outflow of Hurricane, Utah. . . . . . . . . . . . . . . . . . . . . . . . .40 <br /> <br /> <br />10 Computed and recorded sediment outflow of Hurricane, Utah. . . . . . . . . . . . . . . . . . . . . .4Q <br /> <br /> <br />11 Tota1 salt outflow at Littlefield. ................................................42 <br /> <br /> <br />12 Tota1 routed deep percolation salt at Littlefield.. ................................ .42 <br /> <br /> <br />13 Total salt outflow at Littlefield with Warner Valley Reservoir. . . . . . . . . . . . . . . . . . . . . . 42 <br /> <br /> <br />14 Diagrammatic representation of the programming model. . . . . . . . . . . . . . . . . . . . . . . . . .47 <br /> <br />15 Operation flow in PROPDEMMIl. ............................................ .57 <br /> <br /> <br />16 Iterative process to formulate planning policy model and establish <br /> <br />data requirements.. ..............,.".....................................,..66 <br /> <br />II <br />