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<br />on figure 8. Fortunately, a large part of the stream-gaging program during <br />past years has been devoted to the definition of the flow of principal <br />streams. The goal of 25 years has already been achieved at seven sites, <br />and record length is approaching 25 years at several other sites. New sta- <br />tions or reactivation of discontinued stations are proposed at nine loca- <br />tions. This information is also shown in table 3. <br /> <br />F- <br />,- <br /> <br />.- <br /> <br />, <br />~. _. ~ _. _.s..:,i__.~ <br />,.' ~l .... ,... '''- . <br />,. ~ .", <br />,;,. ~6 ,.,,' .... <br />fi.; ~.~~ ...$"...L __ <br />\~- ,A <br />f'.,.J ~""~ '- <br /> <br />, <br /> <br />" <br /> <br />.,. <br /> <br />" <br /> <br />'\ <br /> <br />:l <br /> <br />-------- --~ <br />....,.,~...'I.-';"... <br /> <br />--..-------------, <br /> <br />" <br /> <br />'.;, <br />< <br />~ <br /> <br />~. .. <br /> <br />,.. <br /> <br />.~?;---"-. "~ff'<'~ <br />............ 1 <br />, <br />" <br />-~~-~~ <br />-~ <br /> <br />t -',~ <br /> <br />~ ,.../':1 <br />"-'---.-'""" <br /> <br />, <br /> <br />I;;~T <br /> <br />.~" <br /> <br />,.. <br /> <br />'-........ <br />"~ <br /> <br />'''''. <br /> <br />, <br /> <br />- j~. "'8~~ <br />-.:.~- '..... <br />'",-, <br /> <br />,_if", <br />B5~!. <br /> <br />~II.". IJ&~ <br />0010 .....86J!!l6?O <br />.,.<,-.--, ~_./'~-~ <br /> <br />",....--" <br /> <br />""""""" <br /> <br />'..,. <br />- <br /> <br />'" <br /> <br />-'I'."".... <br />l-' .,....f'c. <br />, <br />-, <br /> <br />'--' '--~,~ <br /> <br />,,-'""... .. .. <br />....... '~17a ..'19-. <br />.6. .....".... <br />"" <br /> <br />-":",. <br /> <br />" <br /> <br />. ~~,."...; /I,,~ '" <br />, <br /> <br />",> <br /> <br />.~ <br /> <br />,! <br /> <br />~ <br />.:~26] <br /> <br />1'l1>J <br />-4~ <br />, " <br />1..7 I '~_ "0. <br />~... - <br /> <br />'''0-1 <br />~ <br /> <br />. <br />,~ <br />.< <br /> <br />r- <br />> <br />, <br /> <br />~' <br /> <br />>" <br /> <br />"..(...m <br /> <br />.;J"'_ <br /> <br />- <br /> <br />r <br /> <br />" <br /> <br />. <br /> <br />,'"> <br />A <br /> <br />'~~-r <br /> <br />" <br /> <br />f;, <br /> <br />"- <br /> <br />I,,? <br />6.....- <br />I~U ~ ,,_ <br />, <br />_I........ <br /> <br /> " , <br />lolt. , <br />....." :~J , <br /> . , <br /> "",~ " > <br /> ,,, < <br /> ~ <br /> A , <br /> I}lj -~- <br />. , <br /> <br />" <br /> <br />'. <br /> <br />A <br />"" <br /> <br />'''-. <br /> <br />1 <br /> <br />..... <br /> <br />l <br /> <br />... 'o~:l <br /> <br />" <br />f 1PLA~A TIC" <br />f."".; ;0;'.;"0"0. 61SIS <br />0"0 ""m~.' <br /> <br />, <br /> <br />" <br /> <br />_'_ --i1"1 <br />" - J <br />--",:".,ES <br /> <br />.... 0' ,.~<",O'.O gag'"; <br />"al,an onO n""'~.' <br /> <br />Figure 8.--Proposed network of gaging stations for unregulated <br />principal streams. <br /> <br />Regulated streams <br /> <br />Methods are still being developed for determining flow characte~istics <br />of regulated streams. About 2,500 mi les or streams in Kansas is subject to <br />major regulation or diversion. The streams that are affected by regulation <br />and the degrees of the effects are shown in table 3. <br /> <br />Dete~mination of streamflow characteristics for regulated streams will <br />involve adjustIng the reco~ded flows for effects of regulation, which will <br />require ~ecords of regulated flow and diversions, records of inflow to <br />reservoirs, knowledge of methods of operation of rese~voirs, flow-routing <br />cha~acteristics of the channels, and records of inflow below reservoirs. <br />Pending development of appl icable systems-app~oach methods. it Is assumed <br /> <br />32 <br />