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<br />a <br />(:'1 <br />~C:;;L ~_ <br />-~ <br />to <br />Q:) <br /> <br />1-2 <br />--sol u d-i.-e 5 -w-i-L-I - be r-f: qu-i-r-eu- -I. 0- -r-e.50 I-v.e-L.h ()-se- -i-n.d d.c:.q ll.rj cj..es-d-ll.tL-- <br />problems. <br /> <br />User Procedure: <br /> <br />FORTRAN coding For this pro')I'dm is currently <br />undocumented. Progrdm listing dnd output dre currently <br />aVdildble on disk File. Copies of these Files dre <br />available upon request. <br /> <br />Supporting Information <br /> <br />Definition of terms <br /> <br />Theoreticdl or net inflow: <br />the relation <br /> <br />the inflow determined by <br /> <br />Inflow = OutFlow + 6Stordge <br /> <br />OutFlow: the measured dischdrge from the reservoir. <br /> <br />6Stordge: the measuI'ed chdnge in contents of tile <br />reservoir. <br /> <br />Contents: <br />the ddY. <br /> <br />the dmount of wdter in storage dt the end of <br /> <br />Storage: the physical impoundment of water captured by <br />the reservoir. <br /> <br />Theoreticdl contents: the d!noun!.: of wdter in stofclge dt Lhe <br />end of the day resulting from the day's theoretical <br />inflows. These contents dre determined by physical <br />i~plementation of the operdlin9 criteri.d or duthorities uf <br />the Arkdnsds River Compact Administration or Corps of <br />Engineers. <br />