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Table 3 <br />Stage-Discharge Table of Principal Spillway <br />for Pond [b3, 003 <br />.Seneca II Hine, Routt County, Colorado <br />PIPE CULVERT ANALYSIS PROGRAM Version 1.1 <br />Copyright (c) 1984-1986 by Dodson & Associates, Inc. <br />All Rights Reserved. <br />� <br />71 <br />PIPE CULVERT ANALYSIS <br />DETERMINATION OF CONTROL AND HEADWATERELEVATION <br />Flow Rate (cubic feet per second) <br />Culvert Diameter (feet) <br />Tailwater Elevation above Cu�vert FIow-Line (feet) <br />Manning`s Roughness Coefficient (n--value) <br />Entrance Loss Coefficient of Culvert Opening <br />Ori�ice Flow Coefficient of Culvert Opening <br />Culvert Length (feet> <br />Culvert Slope (feet per foot) <br />"� o,",nri+v Dnwnstream (feet per second) <br />=....`�^ . ^.,, '_-----' -- <br />** <br />INLET CONTROL HEADWATER <br />Outlet Control �eadwater <br />Head Loss Through Culver <br />Flow Velocity in Culvert <br />Froude Number in Uulvert <br />' -- -_� . <br />+ RESULTS *** <br />�BOVE CULVERT FLOW-LINE (FEET) <br />above Culver ne (feet) <br />(feet per second) <br />Velocitv Head in Culvert (feet) <br />SPECIAL INFORMATION FOR INLET CONTROL CONDITIONS: <br />�ormal Depth of Flow in Culvert (feet) <br />0.64 <br />0.5 <br />0.24 <br />0.025 <br />0.9 <br />»� <br />V.00 <br />2.41 <br />0.91 <br />0.67 <br />0.67 <br />3.26 <br />0.812 <br />0.50 <br />Revised 8/27/86. <br />