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<br />'. <br /> <br />o <br /> <br />, , <br /> <br />N <br />ClO <br />to <br />W <br /> <br />. <br /> <br />. <br /> <br />4-4 <br /> <br />Eqn 5-1 <br /> <br />Si = 0 <br />o < Si-l + Ii <= 2000 <br /> <br />WheL'e: <br />Given: <br /> <br />On a particular day, the L-esults of computation by <br />equation 3 indicate the release will cause the contents to <br />intecept a limiting content level such that the contents <br />will ]Jecome ~ero. 'T'his may be showrl in the iliagJ:am below. <br /> <br />I"D,'~'- <br /> <br />s,,:$'=k-, ~J <br />~"'...l--'tsJ <br />I"co <br /> <br />o , -L;....;.l,."3 <br /> <br />This is a consequence of the fact that the previous end of <br />day con.tents and added inflow (Si-l +Ii) is less than .the <br />amount of water which can be released at the specified <br />release rate of 2000 af/day. Hence, the contents will <br />empty and therefore, <br /> <br />Si = 0 <br /> <br />Eqn 6 <br /> <br />Si = Ii <br /> <br />Where: <br /> <br />Ii >= IRQ + 1000 af/da: IRQ = 1000 af/day <br />:.Ii >= 2000 af/da (1000 cfs) <br /> <br />Given: <br /> <br />On a particular day, inflows are noted to be critical, <br />. this causes precipitation of a storage even.t as shown <br />below <br /> <br />--- ~~.1 ~ <br /> <br />1)", ___ 1)". .____ l).....,~-""- <br />-,' K-"'~ J <br />S. :-, I <br /> <br />.".~ <br /> <br />elc. <br /> <br />:I<<x> <br /> <br /> <br />'Ot)e) 'S'"., <br /> <br />c <br /> <br />Inflows on successive days are stored until the reservoir <br />is emptied. The end of day contents are the result of <br />implemen.ting previous cL'i.teL-ia and L'elatlonships. <br />