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<br />0020~'~ <br /> <br />" <br />~ -~< .". .,." <br />......... <br /> <br />:'-" . (,",' <br /> <br />'"h" <br /> <br />" <br /> <br />Water Resources Development <br /> <br />19 <br /> <br />The most severe of the dry periods occurred in 1936 when there <br />was no flow in the river at Parsons for 49 consecutive days, and in <br />1939 when the flow was less than five cubic feet per second for three <br />months, including a period of 25 days of no flow. <br />The crest stage and duration of overbank flow are each an index <br />of the magnitude of a flood, The highest stage of record at the <br />Parsons station is 27,53 feet which occurred on November 24, 1928, <br />with a peak discharge of 48,100 second feet, and an average for the <br />day of 47,400 as noted before. The flood of longest duration oc- <br />curred in April, 1927, when the river remained above flood stage for <br />most of the month. A large part of the average annual flow is dis- <br />charged in floods which occur at relatively frequent intervals. Large <br />economic losses are sustained due to damages resulting directly or <br />indirectly from overflow and inundation, and to the waste of water <br />which in itself constitutes a valuable resource. <br />The nature and magnitude of the problems as well as the fre- <br />quency of their occurrence is thus indicated by the hydrograph. It <br />is likewise apparent that the solution of these problems must in- <br />volve regulation of flow in the river within some limits such as those <br />suggested on the chart. The variation in flow obviously must be <br />reduced to about one-third of the recorded range in extremes of <br />natural discharge. <br /> <br />. "." .~. ....' -'. ,-.. <br /> <br />'.;:.;)::::;;)<;~:.2.~~:;'.r..;::;:'.::; <br /> <br />. :. .' <br /> <br />'.-. '." <br /> <br />'.. .... ~ ...." <br />", .'," '. ,". ....;." <br />. . .", :-." '. <br /> <br />" <br />.~ :,'. ,',. <br /> <br />-;." <br /> <br />.;",0- ....: ..... <br />','- '. <br />,........... ":. -<:';'.;~".< ~.~:'~.-~...~,;:.~.:...:: <br />....::..:-. <br />".,.," ":"~ :. ::r/.:.:::..;'::/.... .:t <br />;-..~:..:~-:.< .... ~~. ,". ," '~". -.: <br />. ...... <br /> <br />. 0"_;'-" .-:: <br />. ~...:. ".;_ ", ~~.' : .'. '. 't., <br />'.;'-.>:- :;:::..../;...:..:.:':..::.}::~;>.,:"'::.. <br /> <br />Pollution <br /> <br />When the limited amount of ground water storage in the basin is <br />exhausted during dry summer months, the stream ceases to flow. <br />Problems then arise not only as to inadequacy of diminishing sup- <br />plies, but also as to the deterioration of its sanitary quality and <br />chemical composition. The river is the natural avenue of disposal <br />ior sewage and industrial wastes. As the quantity of water in the <br />stream decreases the concentration of pollution increases rapidly, <br />creating a highly unsatisfactory condition as the discharge ap- <br />proaches zero. <br />There are fourteen cities in the state located along the Cotton- <br />wood and Neosho rivers. Many of them are entirely dependent on <br />these streams for their water supply. All of them use the river as <br />a means of disposing' of sewage and industrial wastes. In dry <br />weather the condition has often existed where the daily amount of <br />water diverted for municipal purposes was in excess of the quantity <br />naturally flowing in the stream. It is obvious that under these cir- <br />cumstances there was a repeated use of the same water as it pro- <br />ceeded downstream. Under the most severe conditions the entire <br />flow of the river was taken through each city water plant. The <br /> <br />""'.'-'" ." <br /> <br />..' . <br /> <br />,~ '.' . .. ..... <br />. . .' '-:-. . ::.;.~. .: '" . . .'. ~ <br />......, ....:- >. . .. " '.' <br />...-:?:.....:.><.:.:-:: --. <~..:. <br />..,.....,..:-.... -...-.-:.....:.:..,... .... <br /> <br />:::. ;'" .~. ..:"-. .;... <br /> <br />.... -..' .~-.. <br /> <br />.;. :., ....:: <br /> <br />'... .... <br /> <br />. '.': <br /> <br />......-.... <br /> <br />..:. . <br />" <br /> <br />