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Last modified
1/25/2010 6:27:38 PM
Creation date
10/4/2006 11:51:50 PM
Metadata
Fields
Template:
Floodplain Documents
County
Summit
Community
Frisco
Stream Name
Ten Mile Creek
Basin
Colorado Mainstem
Title
HEC-2 Data for Ten Mile Creek 10-year
Date
10/15/1991
Prepared For
Greenhorne & O'Mars - Denver
Prepared By
COE
Floodplain - Doc Type
Data (general)
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<br />- <br /> <br />- <br /> <br />-.- <br /> <br />:i.Oi15ii99i <br /> <br />J.:1. :;~6~28 <br /> <br />'1---- -"--"SEC Nfl <br />, Q <br />! TIME <br />SLOFE <br /> <br />[,E~TH <br />(~L(iII <br />VLOb <br />XLOIIL <br /> <br />-SEeliG 1214.000 <br />1.2.14.00 <br />35. <br />.28 <br />.()14617 <br /> <br />1. <br />_~73 <br />440. <br /> <br />- <br /> <br />- <br /> <br />- <br /> <br />- <br /> <br />- <br /> <br />- <br /> <br />- <br /> <br />- <br /> <br />- <br /> <br />- <br /> <br />- <br /> <br />- <br /> <br />- <br /> <br /> FAt,L 17 <br />C.,5EL CI<I.,5 1<5ELK E& HV HL GLOSS D'*" ELEV <br />uGH lJROII AUiII '"Ch {'1RCiB VOL TI<I, LEFT iRI{JH"C <br />VCH Vfl:OB XNL X"~H XNR I<TN ELMIh 55TA <br />XLCH XL01~f( IlR II,l. ID ICONT CORM'" TuPI<ID ENI:t~IT <br />907~j. 0:'5 .00 .00 I;-07~L 15 .i2 '..26 .Oi <;-07'1. ~50 <br />33. 0. 2:. 11. L 2:0. 9. 907't.50 <br />2.90 ./4 .100 .040 .100 .000 9074.50 42. ~:;8 <br />228. 235. 2 0 0 .00 31. 65 '74.23 <br /> <br />.:=:i~ <br /> <br />I- <br />I -ltSECHO 1.350.000 <br />! 7185 MINIMUM SFECIFIC ENEH&Y <br />-I 3720 CRITICAL DEPTH ASSUMED <br />i~'-T35(ri:gv . is 9077 ~?5 <br />~ .)""'. L. ')J.. <br />'j .29 Li6 4.62 <br />I .022874 136. 136. <br />I <br />1 <br />i <br />, <br /> <br />, <br />'" <br />1 <br />i <br />, <br />, <br />,! <br />:J <br /> <br />_SECNG 1432.0(J(1 <br />H{iTER EL=~X5 U"f\II"" <br />i432:!..~(.r i.!v <br />.,)..J. /. <br />.32 .22 <br />.000190 82. <br /> <br />itSECNO 1487.000 <br />1.487.00 Lillo <br />35. i. <br />.37 .09 <br />.000039 58. <br /> <br /><;'080.898 <br />9080.90 <br />27. <br />.78 <br />82. <br /> <br />90aO.91. <br />33. <br />.36 <br />55. <br /> <br />I <br />:.i -SECNO 21.67.000 <br />i 7185 MINIMUM SPECIFIC E"ER&Y <br />"I 372.0 CRITICI~L IIEF~TH A5SUMErl <br />1_--_._, 2167.00 .50 9087. <;0 <br />35. i. 33. <br />.42 1.03 4.10 <br />'I _ .__.__....~...~.~0304 635. 680. <br /> <br />] -SEC"O 3226.000 <br />: I <br />l 3~65 &IVI[IE[I fLOW <br />" <br />, <br />'i <br />i I <br />, <br />:1_____ <br />, ] <br />I <br />, I <br />I <br />"i <br /> <br />,I <br /> <br />, <br />L__ <br />'1 <br /> <br />i <br />'i.n ._.______._.. <br /> <br /><;077.75 .00 9078.04 .30 3.11 -.57 9077.00 <br />2. 2. 7. 1. 20. ", 9077.00 <br />,. <br />1. i5 .100 .040 .100 .000 9077.00 74.7e <br />1.36. 4 11 0 .00 l8.20 S2.118 <br />.00 .00 9080.91 .Oi .03 .03 9079.00 <br />1. 33. 34. ~ 20. 9. 907'1'.00 <br />~. <br />.l9 .100 .040 .100 .000 9079.00 47.93 <br />82. 0 0 0 .00 57.il2 l05.75 <br />.00 .00 1;-080.lfJ. .00 .00 .00 <i-07S.00 <br />1. 8. 92. i7~ 20. 9. <:101"9.00 <br />.09 .100 .040 .100 .000 90i-f]'.00 :51.13 <br />60. 2 0 0 .00 80.44 112.i7 <br /> ] <br />9087.90 .00 9088. i5 .25 20.60 -i<;.78 <;087.40 <br />1- 1- 8. 1. 2L 10. I,.Oa7.40 <br />1.02 .100 .040 .100 .000 9087. 'tv 35.65 <br />715. 8 11 0 .00 :23.67 ~9.32 <br /> <br />- <br /> <br />- <br />
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