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<br />I <br />I <br />I <br />I <br />I 1400 <br />I <br />I 1200 <br />I <br />I 1000 <br />Ul <br /> J'q <br /> u <br />I z <br />H <br /> ~ 800 <br />I ~ <br />I>:; <br />:a <br />u <br /> U) <br />I H <br />Q <br /> 600 <br />I <br />I 400 <br />I <br />I 200 <br />I <br /> 0 <br />I <br />I <br /> <br />Figure 111-4 <br /> <br />FLOOD HYDROGRAPHS <br />N. TRIBUTARY OF MASSEY DRAW AT S. WADSWORTH BLVD. <br />Future Development <br />Design Point 9 <br /> <br /> , .. - <br /> --~- <br /> I <br />- -, - <br /> 1 <br /> i i - <br />- -- , <br />- - I I I I I <br /> : I <br /> I I <br />r I +1r.. I i I <br /> - , - <br /> , I <br />I ' ! , I ! - - <br /> I \ i i I <br /> , <br /> I - <br />- i . i - - <br /> / i I I I - <br />- ! ..- <br /> 0 , r. I , <br /> , , <br /> \ , <br /> J \1 <br /> - <br />-, ! \" ,>, " - - <br /> \ \ <br /> \ \ <br /> \. ,- <br /> \ '- ., <br /> '- I '-- <br />- -, ,........ <br /> '- ..... <br />- ., :--.... ....... <br /> I <br /> -- , . ~'_" I <br />-, . - <br /> ....... - '-.,.12 vr I --_ "'" <br /> I / I I --- -- :::::r--"\. ! <br /> 1/ I -- ~-- --- .~ ....-:-....... <br /> 2- r : I I 'I -', - -- -- <br /> <br />1400 <br /> <br />1200 <br /> <br /> 1000 <br />Ul <br />J'q <br />U <br />Z <br />H <br />~ 800 <br />~ <br />I>:; <br />..: <br />:r: <br />u <br />UJ <br />H <br />Q <br /> 600 <br /> <br />400 <br /> <br />o <br /> <br />50 <br /> <br />100 <br /> <br />150 <br /> <br />200 <br /> <br />250 <br /> <br />300 <br /> <br />TIME (in minutes) <br /> <br />9 <br />Figure 111-5 <br /> <br />FLOOD HYDROGRAPHS <br />N. TRIBUTARY OF MASSEY DRAW AT S. GARRISON ST. <br />Future Development <br />Design Point 10 <br /> <br />200 <br /> <br />~. I I <br />, I 1 <br /> I i I <br /> - <br /> , <br /> I <br /> I I <br />-- l <br /> ~ - <br /> 1 <br /> I ,- <br /> i <br /> i I I <br />- - I <br /> ! \ <br />1 I , 1 I . I <br /> I 1 i <br /> I I I I I i I' I- <br /> I I <br /> I. , <br /> I , t ! 1 <br /> i <br /> 1 I I ! i <br /> -t- 1 i <br /> I <br /> i i <br />- , I ! --1-j <br /> += <br /> I I 1 . <br /> , I <br /> I , <br /> , I I <br /> ! i - -- <br /> I <br /> I . ... <br /> I I <br /> I I <br /> I .,-<---, +- ~. - <br /> \ ! <br /> - '- <br /> ,- r-- - <br />-- ; \- <br /> . <br /> ", ' . -- <br /> \ <br /> -- <br /> , \ \ I <br /> - , . . - - <br /> \ \.1 00 vr. I <br />-- <br /> \ "- I I I <br /> -' <br /> .' I ..., ..... ~ :-LJ ! <br /> -.... i <br /> I ...... .::; r. ... i I <br /> - <br /> I ~. -.., T - .... I <br /> -- -. <br /> . 11/ 'f 12 ~L <br /> -, yrl" ! - <br />- ~ ;, <br /> ~ V 1 1 --hH- - <br /> 1 . -, -- - - <br /> <br />o <br /> <br />o <br /> <br />50 <br /> <br />100 <br /> <br />150 <br /> <br />250 <br /> <br />300 <br /> <br />200 <br /> <br />TIME (in minutes) <br /> <br />C\> <br /> <br />Leonard Rice Consulting Water Engineers, Inc. <br />