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<br />o <br />~ <br />r- <br /> <br />:ti <br />o <br />.. <br />'" <br />Ul <br />'" <br />Z <br />~ <br />Z <br />'" <br />'" <br />'" <br />'" <br />c <br />r <br />r- <br />'" <br />.... <br />Z <br /> <br />~ <br />.. <br />I <br />CD <br /> <br />." <br />r <br />~ <br />'" <br />Z <br />~ <br />.. <br /> <br />.e <br /> <br />GoQ'''9 Station No 2 <br />D,a'na~ A,OQ 440 Sq. Mi <br /> <br /> <br />-- <br /> <br />lQCQI Protection Project <br />OroinClge Atoo 458 Sq. III. <br /> <br />~I <br /> <br />...' <br /> <br />flood Conl,ol Re..rvolr <br />Droino~ A,ed' 236 Sq, IIi. <br /> <br />Go" SloIlon No I <br />l)rainQge Ar.,. 208 Sq Mi. <br /> <br />....... <br /> <br /> <br />I <br />" J <br />" .J...-wotenlled <br /> <br />~, <br /> <br />UNIT HYDROGRAPH DATA <br /> <br />LDCATIOI\I DRAINAGE l lea Il' '-c.f,1 C. tp tr t. tllll MCICp Qp <br />AREA <br />[)om A 236 31 20 '1.3 1,8 13.1 2,4 3,{) 13,2 380 6,800 <br />'lPP 8 222 35 18 6.9 2,3 15.9 2.9 3.0 15,9 420 5,900 <br /> <br />NOTES <br /> <br />I. P,oj.cllocalion: Lof. .J"~ Long. 94" (IN... roinfoll" IJ.5"). <br />2. Iso~t's correspond 10 lhose of Plol. No. /2 _If" JM'Ct1nIO~S <br />mulliplild by index rolnfoll of 13.5 inch,$.. <br />J. FiN d~"'nJfion ond applieo/ion of unil-h)'drogroplf symbols IN <br />EfJgin",ing Monuollor Civil Works, Port ex/v, Chop!" ~. <br />4. C, ond Cp based on floods obs"vea 01 qoging s/olions I 82. <br />5. 'N bos~d on en',,;o on Plale No. II. <br /> <br />STANDARD PROJECT STORM STUDIES <br />ILLUSTRATIVE EXAMPLE <br /> <br />APPLICATION OF ISOHYETAL PATTERN <br />(MAXIMUM 96-HOUR PERIOD OF SPS) <br /> <br />L-LJ,l..J..,r-,===='L__, --I: ..===---==--=-------=-~ <br />10 5 0 MILES 10 <br /> <br />e <br /> <br />G <br />~ <br /> <br /> <br />.. <br />j <br />~ <br /> <br />'" <br /> <br />:II <br /> <br />, <br /> <br />e <br /> <br />t <br />