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<br />I <br />I <br />I <br />I <br />I <br />I <br /> tI) <br />I ~ <br />U <br /> Q <br />I ..... <br />Q) <br />~ <br />I ...c: <br />u <br />tI) <br /> ..... <br />I CI <br />~ <br /> Q) <br />I ~ <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />Figure 4: <br /> <br />Discharge Probability Profile <br />Meadowlark Drainage <br /> <br />1400 <br /> <br />. . <br />. . <br />. . <br />. . <br />. . <br />. . <br />. . <br />_...........~..........._.....~.._.._............ <br />. . <br />. . <br />. . <br />. . <br />. <br />. <br />, <br /> <br />.......... <br /> <br />. I , . <br />. I . . <br />I . . I <br />I . I I <br />1:300- ...-..........---+-.--..--.--.--.-.~..................~.._.-...-_.-.-...~.--. <br />. . . . <br />I . . . <br />. . . . <br />I . , . <br />I . I . <br />I I . . <br />12ool- ---'-.'.---,..u.~uu.._....n"__~"'..nn________":"""u'''....n..~.._.. .. -=-== Interstate 25 <br />I . . . <br />. . <br />. . <br />. . <br />. . <br />. . <br />. . <br />1100- ------.----------T-..-..-.-.-.--.--,..-.-..----------~..-..-...-.-..-..~--..... <br />I I . . <br />I I . I <br />I I I . <br />I . I . <br />I I I I <br />I I I I <br />I I I I <br />1000- ..-----.--.....--f..--..---...-...-i--.-----------...~--..--.......-.---~...-------.-..---i--...----.-------~------------------ <br />. . . . . . <br />. I I I I I <br />I I I I I I <br />I . I . I , <br />. . I I I I <br />.... ....-. ... ....-.....-.... ... -....."'..... ..-. ...- _.......... ... _.._.... I I <br />900' . I , I. I I <br />1- -.---------______._____._._________~____________________.......__.___.__~___~~_-_---------~..-.--___________~_________________ <br />. . I I. . . <br />I . . I.. I . <br />I . I I. I I <br />I I . I. I I <br />I . I .. I . <br />. I . I. I . <br />I I I .. I I <br />8001 I . . I" I <br />,- -----------------I-----------------~-----------------_r-----------------r------~----------~-----.-----------~------------------ <br /> <br />. . . I.' t <br />I . . ... I <br />t . It.. I <br />I . I I. I I <br />: : : : ~_.......+..._........._...-:....... <br />jrCK)- -----------------f-------.A--------i-----------------~--.A--------------~--------------.--1------------------~----------------- <br />I I I . I . <br />. I I . I . <br />. t . . I I <br />I I I . I I <br />. . I I I I <br />I . . I . I <br />I I . t . I <br /><)(K)- ----------------_~------------A----~---------------A-~-----------------~-----------------~-----------------*j------___________ <br />t I I I I . <br />I I I I I . <br />I I I . I I <br />I I I I I I <br />, I , . I . <br />I . , I I I <br />500- -- - - ----....;..---- - - - -";-...- -- ---:- -- - -- - -.;. -,-- - -- --- ---..~... - -- - -- -.. -..- - A__ - -:- -- - --- -- - - _.. _ ____ <br />: : : :,: : <br />: : : :': : <br />I I I . ~___...---____...--- <br />I . . I I . <br />: : . : : I <br /> <br />I DO-Year <br /> <br />Confluence With Beebe Draw <br /> <br />--~---------------_.. <br />I <br />. <br />. . <br />. . <br />. . <br />. . <br />. . <br />. . <br />---------,------__.._____...__~---..--------A---... <br /> <br />50- Year <br /> <br />IO-Year <br /> <br />400 <br /> <br />I <br />1000 <br /> <br />I <br />2000 <br /> <br />I <br /> <br />I <br /> <br />I <br />5000 <br /> <br />I <br />6000 <br /> <br />o <br /> <br />3000 4000 <br />Channel Station <br /> <br />7000 <br /> <br />Flows are for future basin conditions without stormwater detention. <br /> <br />Source: "Beebe Draw and Barr Lake Tributaries - Outfall System Planning Study" <br />Wright Water Engineers, Inc. 1990 <br /> <br />9 <br />