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<br />*****#******~************************************* <br />HEC2 RELEASE DAlEO NOV 76 UPDATED FEb 1977 <br />ERROR CDRR - 01 <br />MODIFICAJ ION - 50. 51. S~2 <br />************************************************** <br /> <br />Tl WILLOw LREEK AT SILVERTHORNE ~uLORADL <br />T2 FIA FLOOD PLAIN STUCY SiPTEMrlER 191. <br />n 500 YEAR FLOOD PROf HE <br /> <br />Jl lCHECK <br /> <br />-10. <br /> <br />INQ NINV ICIR 5 fR I M_EfR J C _~V INS Q __W5J,1. FQ <br />5. o. o. 0.0 0.0 -1.0 O. 8646.590 0.0 <br />I PLOT P RF liS X S..:C V XSE:CH EN ALlDC 18W CHNIM !TRACE <br />0.0 -1.000 0.0 0.0 0.0 0.0 0.0 0.0 0.0 <br /> <br />J2 NpROF <br /> <br />15.000 <br /> <br />* "R OF 4 <br /> <br />IHlEQ = 1. THEREfORE fRICTION LOSS IHLI IS CALCULATED AS A FUNCTION Of <br />PROFilE TYPE. WHICH CAN VARY FRU,~ REALH TO REACH. SEE DOCUMENTATION FOR <br />DETAILS. - - - <br /> <br />CCHV= 0.100 CEHV= 0.300 <br />*SECNO 57.000 <br />SECND DEPTH ChSEl CRIWS WSELK EG <br />Q QLOb QCH QR08 ALOb ACH <br />TIME VL08 VCH VROB XNL XNCH <br />SLOPE XL08l XlCH XLU8R If RIAL IOC <br /> <br />3720 CRITICAL DEPTH <br />57.00 2.61 <br />4300. 2159. <br />0.0 2.43 <br />0.016711 O. <br /> <br />*SECNO 58.000 <br />58.00 <br />4300. <br />~0.09 <br />0.004281 <br /> <br />*S ECNO 59.000_ <br />59~00 <br />43uO.. <br />0.12 <br />0.007213~ <br /> <br />ASSUMED <br />8646.67 <br />1603. <br />9.2J <br />O. <br /> <br />2.7, <br />12. <br />_1.27 <br />1030. <br /> <br />8652.75 <br />1320. <br />It.76 <br />910. <br /> <br />3.59 <br />769. <br />2.20 <br />_ __ 550___ <br /> <br />365.5.59 <br />1698. <br />7.39 <br />440. <br /> <br />*5 ECNC 68.000 <br />J265 DIVIDED fLUw <br /> <br />9646.67 <br />538. <br />2.28 <br />O. <br /> <br />0.0 <br />2967. <br />1.74 <br />630. <br /> <br />0.0 <br />1833. <br />1.67 <br />57Q. <br /> <br />8640. 5'j <br />~8'1. <br />0.100 <br />o <br /> <br />6647.22 <br />114. <br />0.040 <br />1 <br /> <br />HY ~ HL OL oS S BANK "LEV <br />AROB VUL TWA LEfT/RIGffT ~ <br />XNR .TN ELMIN SSTA <br />ICDNT CURAR TOPw ID EN D S T <br />0.55 0.0 0.0 8644.00 <br />235. O. o. B644.00 <br />O.LOO 0.0 8644.0lJ 7.32 <br />0 0.0 1060..04 1067.36 <br /> <br />0.0 8652.89 0.14 5.63 O. Oft 8650.00 <br /> 10. 277 . H_O An' 29~. a. 018fl:-- B~B~7g0 <br />0.100 0.040 _ 0_.1 OJL 0.044 65 L~_n~ ~ . 6 <br /> 2 0 0 0.0 959.42 1780.18 <br />0.0 b655.'l6 ~o. 31 3.00 - ---O~-OT llb~'-2~OO <br />350. 230.. 1095. 52. 33.. 8652.00 <br />o. 100 O. 040 ~ 0.100 0.040 8052.00 19't.01_~ <br /> 4 ~-Q.~ _ 0 _ 0._0_ 1243. _ll 14il7~. 25~ <br /> <br />",~ ,,:,~~':'iJc'~~i'~ <br /> <br />" !,,~'jl': <br /> <br />~~ ' <br /> <br />, ~>!> <br /> <br />