|
<br /> N ;1 ~I
<br /> ;: ~I , ON O~ " " . ,
<br /> . ~
<br /> ~ , ~ M 00' , ~ 0 00 00 gl
<br /> 000 ~ ~, N~ ~ N N N ,
<br /> .00 , W 0 ~I M
<br /> u_ . -I
<br /> . , 00 ,"e to the very short oistories of gauged flows '" coe study area, rec;ional
<br /> u 0 ~I 'I 00
<br /> < u ~, w, " curves ,"ere developed from tMse fjfteen sites ,,' :he peaK flo,"s obtained
<br /> _ a ;; 0' u
<br /> " . I 0
<br /> 0' U ~, - from the r4gional curves .~ere used fee this s~udy. Table 4 lists peak flows
<br /> " a a. ~g a a 8 a 0 ~ ~ UI 0
<br /> , u . C~ a a 00 _ 0 0 w
<br /> a I , ~, _00 . M N " 0 . . ~, used foe this stu~y 44 the Lake Fork of the Gunnison River ." Kenson Creek.
<br /> a " ~N ~M N a ~ 0 0 u _
<br /> ~ u W U , <
<br /> 0 ~, 00 Figure 4 s~ows t~e correspondIng Discharge - Frequency CUr-,e,.
<br /> u 0 0 u "
<br /> 0 . 0 0'
<br /> - ~ _,
<br /> - u 0 - w!
<br /> , . 00 0 u U
<br /> U 0 TABLE .
<br /> 00 " 0 ~ - 00
<br /> _ a 0000 0000 a a a a 00 "'
<br /> 00 ,. M M 000 a a ~ 0 0 0 00' ~
<br /> _ au 0 O~ N' . 0 N 0 U 00 wi
<br /> 0 a M MM ON - . M . 0 u PEAK FLOWS
<br /> < 0 0 " 0
<br /> 00 0 >
<br /> , u _ _ 0
<br /> 00 _ 0 0 U
<br /> - " . a > _ PeaK Flows f,om Regional Curves
<br /> " > - u 0
<br /> . < > -
<br /> 0 0' a 0000 0000 g a a a - u - U
<br /> ~ . >> ~ a. 000 a 0 a 0 0 , < - 10-year 50-year 100-year SOO-year
<br /> ~ 0 , u 0_ NO N a , a > 0 >
<br /> _ a - N_ -- - N 0 > .- 0 - of< ,f< ,f< of,
<br /> u ~ ~ a < - 0
<br /> 0
<br /> < 0 . lake Fork of the Gunnison
<br /> u . 0 <
<br /> , 00 _ 0 below Henson Creek 3000 4800 5800 9500
<br /> 0 a
<br /> u . u a 0 -
<br /> "
<br /> ~ 0 0 00 0
<br /> , 0 .-
<br /> 0 0 u 0 00 0000 a a g 0 5 . 00 lake Fork Gunrlison
<br /> 00 >. , ~g 0000 ~ a ~ 0 of t",
<br />- , u ~ .
<br /> ~ a ON N ~ ~ 00 u
<br />~ " a - N_ N N N 0 " _ u
<br />u ~ above Henson Creek 2000 3100 3600 5600
<br />u < . " 0 00 ~
<br />0 - , ~ 0
<br />< . 0 " -
<br />u - u . t "
<br /> u U 00 <
<br /> ~ 0 0 ~I 00 - Henson Creek 1400 2000 2300 3300
<br /> 3 w ~ " u 0
<br /> . 0
<br /> a 0 . ., & 0 0 .
<br /> ~ ~ ~ 0 0 , N "
<br /> " ~ -0 . , , 0 0 _
<br /> 0 ow N _a a~ ~ N , , 0 0 " 0 .
<br /> 0 0 Uuo , ~N ,~ . , a M - 0 , 0
<br /> g 0 COO" - N .- 0 0 0
<br /> < 00 U g "
<br /> u A detaIled diSCllssion of hydrologic methods b, found 14 the
<br /> u , 0 0 more '"
<br /> " - 0 E - 0 0
<br /> 0 <:I.c ~, 0 Technical Addendum.
<br /> 0 00 0
<br /> - 0 "
<br /> 0 0 0 ., 0 " 0 <
<br /> .- . 0 00 u
<br /> 0 .- 0 0_ 0 , ~
<br /> 0 u u - " 0 0
<br /> 0 0 0 ~ " .- 0 0
<br /> 0 . " _ - 00 . - "
<br /> 0 0 . " "" 0 0 0 " u ~ -
<br /> - . 0 ow . u" 0 a
<br /> 0 ~~ 0 > > > 0 0 0 .~~ 0 " "
<br /> . " 0 0
<br /> 0 a _0 0 0< ~ _ -. 0 00 ~ u 0
<br /> 0 - ,-._ <II C:.>.f. . 0 0" - . - 0 0 ,
<br /> . " ... ::'''.> 0 <II ~ >-,,,, '" 0 > 0 000 "
<br /> - . ;> "'....... '" <U _ _ 0 ~" co 0
<br /> U ._":lu........ c>):cno> U " 0 _ <0 0 >
<br /> ~ ou ow -c....c;::>. , ~ 00 _ u u " 00
<br /> 0- > ",,=,,,,,,,,,,, - "" .0 " 0 u 0
<br /> . O"l:':"'_'" Cl."o;:\Cl.Cl.'- 0 0 u_ W . .
<br /> 0 :>IS '-- c: !!]Q;!3 56 .~ . :5 5~ u 0 ~
<br /> ~_ OJ''''' ~ , ow 0
<br /> ~ _ 0 u uu , > 0 " , ~ .
<br /> 0 . 0 00 -~ _ 0 0 . . 0
<br /> . < . w 00 000 w ^ " 0 u 0 .
<br /> - - N NN 0 0 "" .0 <, " 0 N
<br /> _ 0 -~ ~ - ~
<br /> 0 _0 .0 u 0
<br /> _00 0- 0_ 0 -
<br /> oW , . - ,
<br /> - u 0 0
<br /> . ." 00 .c' . 0' ~,
<br /> - , 00 woo 000 0
<br /> .0 0 - 0 0 0 00 0 0 " 0 "'
<br /> 0 0_ 0 0 0 0 "" '" .- u
<br /> 0 0 ;:,0<='" " 0- 0 .00 0 0
<br /> u 0 _0 a " ""u 000 <- 0_ - ^
<br /> 0 .........- " 0 0 0" ." 0 ~8 _ 0 ~
<br /> 00 c:"'c> "- > aou <u 3 u
<br /> '5 "'... 0.- ~,3c:: UOOO
<br /> ::i<UC a.u N M 0 ^
<br /> 17
<br /> 18
<br />
|