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t { . <br /> } <br /> O <br /> 8 <br /> �3 <br /> J <br /> -i- <br /> 1, culations at All es to the accretions shun at such plscess <br /> s page 20 as to what part of those accretions come from <br /> return water and what is naturally tributary water. <br /> er. o <br /> • 3o as far as Nr. Patt erson c s remFrks about such a divi-- <br /> :I7 <br /> elan, there is nothing in this report that relates to any <br /> to division of water, of accretions between natural tributary <br /> gain and return flows, nor does this report deal in any <br /> manner with questions of usable accretions or unusable net <br /> river gain, whioh term we have mentioned occasionally. It <br /> simply shoes on the basis of inflow and outflow oaleul eti% ne <br /> et the gain or loss, river section by river section. <br /> • PAl'n.Rv 4 : '3'oor;e, there is one other point I th .n1 <br /> shnu i lee included in this group . You Corm iesione= sc say <br /> not t + compare the results of l943-l846, since Cado.o z pax,- <br /> tially completed has been in operation, with the recorde prior <br /> to4hat time are going to be confronted with the sane pfc i- <br /> lams that this Tngineering Committee has been confront .l. with <br /> of trying to segregate °,. ith accuracy how much of sn cc,ance <br /> from the previous records can we attributed solely to Ced;l.aa <br /> Reservoir, AG distinguished from the natural charges- tht <br /> neceosnril7 occur in the origin <1 water ssup >ly. <br /> In other words, it is quite a difficult matter to say <br /> L IV one ditch lnere?sed its diversion thi t the t inoru : �e <br /> is solely due to Caddoa Reservoir, :'Then it might in part be <br /> dj,e to the availabiltty, and the same way with another " _toh <br />