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<br />080958
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<br />1.
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<br />The analysis must embrace as compl\lte a breakdown as
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<br />the basic stream flow and diversion records permit.
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<br />2. Each section of the river (between main river gaging
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<br />stations) must be treated as nearly alike as the physical
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<br />facts allow.
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<br />3. The water available to each section must be analyzed
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<br />as to its use (see definition below). itnd the remainder ava;l1able
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<br />to the adjoining lower sectio~ deter./l4n~~before. analysiS~f thE! .. . ..' .. ."
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<br />lower section can be made. V vI,,-] e.~,ttJ-~~ ~~7 .
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<br />Correlative to the above basic principles of analysis are the
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<br />that the .same type of analysis be used in any studies where these results are
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<br />used. ~e recommend that this basic plan be followed throughout all subsequent
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<br />studies.
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<br />Concept of Water SUPlllv
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<br />'!~;'"t~,iii'#p,:T~;~~11~~~~;~~'h~~~~~ k~~~~: 0; two~~~ces, (1) ~river
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<br />flow passing Caddoa, and (2) ~qQP'ilt~3 !.i1X) 'the .river wi thin each of the sections
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<br />. It....i.Bat 'Qllce apparent t~!1t. thj?,. flow passing . Caddoa is._.~J:eaJ...".,,:ini te ;
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<br />~uantiY/Which may be 'dlt~~t... ~th according to;"a,tion~!l,Jl8liinptions.
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<br />In the case of ~:iGns/ j5;t is our opinion [that these quantities
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<br />have been fncorrectly analyzed in the past an4Jthat there should be a separation
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<br />in the accounting as between positive accretions and the so-called negative~
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