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<br />5000 <br /> <br />2000 <br /> <br />1000 <br /> <br />~50-0 <br /> <br />" <br />,S <br />'. <br />2' <br />" <br />'" <br />'J <br />.~ <br />,) <br /> <br />-~ <br />" <br />(~200 <br /> <br />100 <br /> <br />_._--~_._.__._._._-"'---'"----_._--.__.,-..._-----------..---.--..-.-.--.-- <br /> <br />Exceedence Frequency per Hundred Yeots. <br /> <br />99 98 <br />10000 <br /> <br />95 <br /> <br />90 <br /> <br /> <br />80 <br /> <br />70 60 50 40 <br /> <br />10 <br /> <br />5 <br /> <br />2 <br /> <br />,5 <br /> <br />,2 <br /> <br />" <br /> <br />+ <br /> <br />~ <br /> <br />,,;,'+i <br /> <br />;! <br /> <br />'--1-.- <br />,-+-- <br />H- <br />1_+- <br />, I <br />j-r- <br /> <br />-':;-;;F.:= <br />..F .- <br />_ -=:t::::: <br /> <br />- ..t-. <br /> <br />_0_ <br /> <br />~:::;t~ <br />:f~ <br /> <br />_J <br /> <br />3: <br />"....-. <br /> <br />_=41= <br />- ~- <br /> <br />,1' <br /> <br />-~= <br /> <br />'E <br /> <br />-'~- <br />,. - <br />, - <br />-.- - <br />o 0 <br />C\.1 to <br /> <br />o <br />o <br />'2 <br /> <br />Q <br /> <br />El(ceedflnce Interva1 in Yeors <br /> <br />FREQUENCY OF PEAK FLOWS <br /> <br />UNCOMPAHGRE !'lIVEn BELOW OURM <br /> <br />Station 091460 D.A.=-/6.0 f.q. mi <br /> <br />I;r~~~~ed'=~=--=_ = J ~~~-~~_~~,J;~;-_______ <br /> <br /><,,4'" Ct\MP <br />~ <br /> <br />DRESSER a McKEE <br />EnvironrnentlJI Engineers <br />Denvl~r t Colorodo <br /> <br />Inc. <br /> <br />-------.---.--.. ....--'-_._._--_._-_._----~------------_. <br /> <br />FIGURE 6 <br />