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IIMUMMINIMMIM
<br /> • .
<br /> • •
<br /> 1 Badger Mill Creek, a drainage area ratio technique was also employed
<br /> -
<br /> solving for the unknown discharges of the increased basin area. The
<br /> ,..4.--;-,- ,--- A*-
<br /> ..; -'4..N4 ; discharges computed by the USGS for Dry Tributary to Badger Mill
<br /> Creek were not significantly different from those previously
<br /> published, therefore, the previously published discharges were used
<br /> A logarithmic plot of peak discharge versus drainage areas is shown
<br /> in Figure 2, "Frequency-Discharge, Drainage Area Curves. "
<br /> A summary of the drainage area-peak discharge relationships for a
<br /> portion of the streams studied by detailed methods is shown in Table
<br /> -' ----- * 1' "Summary of Discharges. "
<br /> TABLE 1 - SUMMARY OF DISCHARGES
<br /> . . .
<br /> "1: '-,,,,-.• - -----
<br /> i. .--_,....•,, -.. _
<br /> !,. .100 SOURCE DRAINAGE AREA PEAK DISCHARGES (cfs)
<br /> , ' , - - ■,..
<br /> • (sq. miles) 10-YEAR 50-YEAR 100-YEAR 500-YEAR
<br /> - -' •• ..- IN RIVER _
<br /> frie du Sac 9, 180 63,000 82,000 88,000 103,000
<br /> , Cream county
<br /> 173.4 ...4- * 8,000 11,890
<br /> .....y. ,
<br /> OWE side of
<br /> of West
<br /> Sugar River 102.0 * * 4,750 7,100
<br /> - iiss side of
<br /> ,• ..., . ._
<br /> ay 69
<br /> (cross
<br /> 89.0 * * 4,100 6,100
<br /> "1-1.4-g: !"43tEEK
<br /> 0Cfk0- ,h
<br /> of
<br /> i2t1u0-$ j is ./ r v
<br /> to
<br /> I IC14.1 Vettig'j,
<br /> • •,-41,. rCreek 31 .6 1,820 2,610 2,960 3,725 p pi
<br /> -,.
<br /> 20.3 1,400 2,010 2,280 2,870 ylP
<br />•
<br /> aj,, ora
<br /> ._ It Creek
<br /> - ''''s P:%Ctisinnel 15. 3 950 1,570 1,920 2,800 1
<br /> , ...,,-..4...
<br /> 4 1 (510
<br /> 4*To. AA 1
<br /> I •
<br /> lilri
<br /> ' 31:4'4. -L"'F'• UP 1r1 4./
<br /> ICI
<br /> V
<br /> * 4200 a, *
<br /> • ,- r,-,,, ....
<br /> 11' '
<br /> ,fiCI tic
<br /> ----, v,,......- • • nie ,
<br /> ..
<br /> ' -..., -..., 3,000
<br /> -..k4., „,„-A, : *
<br /> - * 1, 800 -.:.
<br /> .:. _ • °..-1 " '.`0.4 at le
<br /> - -;-•., .--.4 .-,,, * , * 1, 350
<br /> ‘,.. ;-,,,,, -■-f•tAkrit.-
<br /> . - ' ', t IN_
<br /> :' 1.' --. s.-..
<br /> -x .
<br />
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