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Last modified
1/25/2010 6:48:30 PM
Creation date
10/5/2006 1:18:17 AM
Metadata
Fields
Template:
Floodplain Documents
County
Summit
Community
Breckenridge
Stream Name
Blue River
Basin
Colorado Mainstem
Title
Technical Addendum Floodplain Information Blue River
Date
12/1/1974
Prepared For
Summit County
Prepared By
Leonard Rice Consulting Water Engineers, Inc.
Floodplain - Doc Type
Floodplain Report/Masterplan
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<br /> <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />APPE1,DIX I (con't) <br /> <br />COMPutation Results Air water content (mixing ratio w) <br /> <br />[Z." r - 7;F~-(od_ls~~=(;c)TT.,~ l~[~ (1/~rf:c=~(li/~X <br />. I 5.> 1+115 J+- 0'1 ! 5".'1. 0.77 : <br />~~-~--r~,"-D____-=-~-I;"- II ~--3:~ -=-l-,~,8--~ - 0.-7~---: <br />3 I a ! 1f,3 __ _ _';0__:.8.'/ O.7{"_ <br />~ 'Iii 10. - i ]1.1 J J. 7_ ~ -.L',_L. o.JJ___ . <br />I-- s:: _~?_( __ _:. 23.'1 _1/ .. / __ L/3. '1__ o. 7'1 <br />I G _~~___ _.i 2(.7 ..1 1.'1,0 1/'1, 0.73 <br /> <br />COMPutation Results <br /> <br />Cri ticial value s . of' updraf't area (A Ion.... ) <br /> <br />r~-l- -- Ii .-- <br />_1. -r -3'7. ~ <br />2. i 3LI.6 <br />-1- <br />_3 j_ 2'11.':'- <br />_4: 20.'1 <br />I 6" i I'7J <br />. I <br />L G 1_ ('/._'1 <br /> <br />Ic-i-/.i-- <br />t-=-=-+- <br />_~ /-09,.1 <br />2. I 9S.'Z.. <br />~3.J--1S'. y <br />3jSl. J <br />I ~ 1 '/g, I <br />J~3"11 '__ <br /> <br />I 8.~ -l~ c"=T -D --~ 1 E <br />1 S-8.$1 j n7 t. 5: __.. /II. '___u.j' 1.18. / <br />. 50.9 j U.2 . 9(.~ 110,8 <br />4'1.0. I 6-'1.7__'_ n.7 __I CJIJ <br />3.1.0 3 ?,.Z----:-J.7.1--J1uCs: b_ I <br />. Z{.O 32.( I '17.6- S'l,~ i <br />__J.!.1. _~Zj,( I 'to! Z_'fLZ~ <br /> <br />1 tCL = 13,000 I <br />I E = 55% <br />, w = 400 em/see <br /> <br />.e--I-~- I D r-E-------~ <br />/(1,7 '210,,/ i 30"'1--l__3.s-]._~_ : LCL = 13~000' <br />10 0 I Tiz 1 -j 2 rr 'I 30'11 ; E = 20;0 <br />I' . 6 . -.1 ".:>, --1----; W = 400 em/see <br />/lS.j- ISO. 'I I Z/"I, 2 ZSM <br />~?Z 10'1,3 i IS-'J,O 18"0."1 <br />c;I?,k' 8"1.7! /30.6 IISO,O <br />58..3 __ __ 'JS".9_ J,.. 110,6 _ 11"11.1 <br /> <br />.... <br />
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