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<br /> <br />.0- <br />W <br /> <br />!'O.^' <br /> <br />310 <br /> <br />DISTANCE FROM MOUTH. IN KILOMETERS <br />290 ao 270 <br /> <br />o <br />o <br />M <br />CJl <br />-..J <br />00 <br /> <br />30C <br /> <br />280 <br /> <br />250 <br /> <br />z <br />o <br />;:: <br /><( <br />0: <br />I- <br />Z <br />w <br />U <br />z <br />o <br />U <br />Q <br />z <br /><( <br />i5 <br />Q <br />0: <br />zw <br />wI- <br />"::i <br />>0: <br />"w <br />00. <br />....., <br /><(:IE <br />2~ <br />i5S! <br />".... <br />u= <br />0:IE <br />;;;z <br />.,- <br />:l <br />o <br />w <br />U <br /><( <br />Z <br />o <br />al <br />0: <br /><( <br />U <br />, <br />w <br />I- <br /><( <br />:IE <br />;:: <br />.... <br />:l <br /> <br />5.0 <br /> <br /> <br />4.0 <br /> <br />---_r--_ <br />--I <br />I <br />I <br />L_ <br />'----.... <br />....----- <br />-------__.1"----- <br /> <br />3.0 <br /> <br />I <br />I <br />---_.J <br /> <br />L __ <br /> <br />-----.... <br /> <br />2.0 <br /> <br />1.0 <br /> <br />NONAUGMENTED FLOW <br />AUGMENTED FLOW <br /> <br />0.0 <br />195 <br /> <br />190 <br /> <br />185 <br /> <br />180 175 170 <br />DISTANCE FROM MOUTH. IN MILES <br /> <br />165 <br /> <br />160 <br /> <br />166 <br /> <br />Figure 24.-.Computed coucentrations of ultimate-carbonaceous biochemical oxygen demand for existing <br />wastewater-treatment facilities and Q7, IO-flow condi'ions in the Yampa River. <br />