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<br />I <br />I <br /> <br />Figure 5.10.2.1 Peak to Daily Flow Relationship - Taylor River below Taylor Park Reservoir <br /> <br />I <br /> <br /> 1,600 <br /> 1 ,400 <br /> 1,200 <br />0' 1,000 <br />'0 <br />--- <br />~ <br />u: 800 <br />~ <br />ltI <br />Q) <br />a. <br />"C 600 <br />Q) <br />1:: <br />0 <br />Co 400 <br />Q) <br />cr: <br /> 200 <br /> <br />I <br /> <br />I' <br />I. <br />I <br /> <br />I <br />I- <br />I <br />I <br />I <br /> <br />iiii~r::t~;;~}~i:~~r:i~~l~;tI~;i~~r~::I:~~~J~ii::f:::::~::I::~::: i::4:~iil.:.it::~::t:~:~ :~:::iI:::::ji:~f:~:t:::~d~~i:fi:~~t~t~t~~ <br />ri~ti~rg~;i=t;'f8;:)J1~=f =t=pT+:f=1:=G ~:fEE <br />:.:.:.:.:l.::iJ:.:.:.:.J:.:.:.:,:r.:,:,:,:. :.:.:.:.:.f.:.:.:.J.:.:.:.:';::.:.:.:r:,:.:.: :.:.:.:.J.:.::.:f.:.:.:.:.r.:.:.:r:.:.:.: :.:.:.:.:.r.:.:.:.l,:,::J.:.:.:.:.J:.:.~: .::~;;:.:t;~:~f~~t.]:.:i:.:. ,:.:,:.:.:}.:.:.:.:.:.r.:.:.:.f.:.:,:.:.E:.:,:. <br />~~':r:-:':':J:':':':':'f:'::+~<':':':I~:J:~::J::~:::~1:~:~:': :':':~F:~F4j~::":>:A;:~~di:~:.i:!-~>~t~:;'::t~fi; ':':~:J:':':':':f:':::~F+~~: <br />.:.:.:.:.:';:.:.:.:.:.f.:.:.J.:.:.:,:,:J.:,:,:,:,: .:.:.:.:,:J:.:.:.:.:.r,:,:.:,l.:.:.:J,:,:.:.:,:. .:.:.:.:.I.:.:.::.r:;;:t.~d~:?:; 'r:.f.:.:.:.:.J:.:.:.:.:.f.:.:.:.:[:.:.:i :.:.:.:.:.f.:.:.:.:{.:.:.:.J.:.:.:.:. ~2:;=1 ~~:: ~; :.:.:,:,r.:.:.:,: <br />'.'...'~F:J;;I,.,.,',r',.,',', :..~,I;E~t~~:: ::~~~l;~+:~:~~Ff;~ ':':':':l:':':':':f:':':l':':':r':':':' :':'A:;;r:':':':'\:':':!':;,': :':':':':'p-:':L:':':f:':':':T:':':': <br /> <br />-j :: l-- ...--~--.;>V" :~ :.....:. l. +-~ 1-+--.....'-:.. .:.......L....... : :::: <br /> <br />~=I=~=j......l::::: .:f~r~tT::: .....rh.f=.~F~.!...~. ':J::l=0::t:::~ =:i:....t=r=~= ...~....+.--i:=r~:. <br />.:.:,:,:.:.(.:.:.:.r:,:.:,:r,:.:,:,:}:.:.:.:.:.: .:.:,:.:.J':':.:.:.r.:.:.:.l.:.:.:.l.:.:,:.: ,:,:.:.:.l.:.:.:.J.:.:.:.:.r.:.:.:.I,:,:.:.:. .:.:.:.:.:t,:.:.:.J:,:,:.:.r:.:.:.:.r:.:.:.:. :,:.:,:.J:.:.:.:.J.:.:.:.:.f.:.:.]':':.:.:,: :.:.:.:.J.:,:,:,:.l.:.:.:.:.r:.:':':.:.r,:.:.:,: <br /> <br />o <br />o 200 400 600 800 1,000 1,200 <br /> <br />Reported Average Daily Flow (cfs) <br /> <br />5.10.3 Results for Taylor River below Taylor Park Reservoir <br /> <br />Before any analysis was completed, the data record for both the East River at Almont and Taylor River <br />below Taylor Park were filtered for rain on snow events, using the 0.5 inch criteria discussed in Section <br />4.1.1. One rain on snow event was found in the record of the Taylor River below Taylor Park. The East <br />River at Almont results are described in Section 5.4. <br /> <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />The REGFREQ and HEC-FFA programs were used to perform the analysis on the flow record in <br />Appendix A - Table A.1 O. Prior to using the REGFREQ program, HEC-FFA was used on both the East <br />River at Almont and Taylor River below Taylor Park Reservoir data to test for low and high outliers based <br />on a methodology described in Bulletin 17B. Any outliers were manually removed from the REGFREQ <br />data set. The 1977 flow for the East River gages was determined to be a low outlier. The results from the <br />analysis are presented in Figure 5.10.3.1. Additionally, the adopted statistics and the 10, 2, 1, and 0.2 <br />percent chance exceedence flows are presented in Table 5.10.3.1. <br /> <br />45 <br />