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Table 2. Inflow Hydro~raph for Pond 004, Seneca II t`.1ine, Routt County, Colorado <br />tl a of run = F'OPlG aa4 INFLOW HYDFOGRAF~H <br />'~L;atersh2d d.:ta <br /> Hydraulic length = 1.087 miles <br /> Elevation change = 660 feet. <br /> Area = ~9'a acres <br /> Concentration tune = .2686474 ho urs <br />0 Curve number = 78 <br /> Storm data <br /> <br /> SCS Type 2 storm, 24 hour storm <br /> Total prec.ipitaticn = 1.6 inches <br />(~ Storm duration = 24 hours <br /> ~Jn.i.t I-ivdr-agraph type = Disturbed <br /> Ma::. Discharge = E8.672D1 cf s <br /> Discharge vol~_i~ne = ~~.11_a06 ac re +t <br /> tune, hr rainfall, in hydrograph, cfs <br />® D.aOa a.ooa a.Oma <br /> x.125 a.a0r a. Dom <br /> Y.1. iJa a . a0r a . aoa <br />~ a.~7s D.aa2 m.Daa <br /> 0.500 0.0x2 0.0oa <br /> • <br />a.62s a.D02 m.DOm <br />® D.;So o.aD< a.a~a <br /> D.575 a.aa2 m.maa <br /> 1.DOa a.002 0.000 <br /> 1.1C5 a.D02 0.D0a <br /> S .: Ja m. D02 a. mma <br /> 1.._7s a.aa2 D.aam <br />O 1 . SDD D. vJar D. aam <br /> 1.6'~s a. Doe a. mom <br /> 1 . 750 a. OD: 0. aa0 <br />© 1 .875 0. a02 0. OCdO <br /> z am0 a. Dal a. aam <br /> x.125 0.002 D. 000 <br />© ~.25a 0.aa~ 0.000 <br /> 2.'75 0.x02 0.000 <br /> 2.s00 0.002 0.000 <br />® 2. b^_5 m. Dal m. oam <br /> ~. 7:.a a. Dal a. Dam <br /> i.B7s a.Dal a.aa0 <br />~ -.mwa m.ao~ D.mom <br /> _.. 1 ~_ a. ~•'~'. D. a~~ a <br /> _ ::::'.D 4J. W03 a. 000 <br />( _ ..~.'~ ;~. aa.- a. aoa <br /> _ . s~~a a, DO.=. D. aom <br />-. Fs a, eo=. a. aom <br /> • . 7`~~'J 0. DG7' D. GJ00 <br /> <br /> - . -~0~ 49..J~~' 0.. ~laD <br /> d. 1.25 ['...•Ja 0. a00 <br /> •~ ..i'.a a7. v7a W' . ~'JaYJ <br /> ~.::. c~. Da.- a. uDa <br /> 4. ';~;0 0. ~]D' 0. 0a0 <br /> <br />