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Last modified
1/25/2010 6:49:37 PM
Creation date
10/5/2006 1:39:29 AM
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Floodplain Documents
County
Statewide
Basin
Statewide
Title
HEC-2 Water Surface Profiles - Users Manual
Date
11/1/1976
Prepared For
US
Prepared By
US Army Corps of Engineers
Floodplain - Doc Type
Educational/Technical/Reference Information
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<br />PARAGRAPH <br /> <br />1 <br />2 <br />3 <br />4 <br /> <br />5 <br /> <br />& <br /> <br />WATER-SURFACE PROFILES <br /> <br />HYDROLOGIC ENGINEERING CENTER <br />COMPUTER PROG~I 723-X&-L202A <br /> <br />CONTENTS <br /> <br />ORIGIN OF PROGRAM <br />PURPOSE OF PROGRAM <br />DESCRIPTION OF EQUIPMENT <br />DESCRIPTION OF PROGRAM <br />a, Basic Theory <br />b. Subcritical or Supercritical Flow <br />c. Starting Elevation <br />d. Flow <br />e. 11anning 's "n" <br />f, Solving for Manning's "n" <br />g. Multiple Stream Profiles <br />h. Storage-Outflow Data <br />i, Critical Depth Computation <br />j. River Cross Sections <br />k, Multiple Profiles <br />1, Cross Sections with Levees <br />m. Interpolated Cross Sections <br />n, Distance Between Cross Sections <br />0.. Transition Losses <br />p,.. Bridge Losses <br />4. Cross Section Plot <br />r. Profile Plot <br />( s, Program Trace <br />INPUT <br />a. General <br />b, Data Comment Cards - C <br />c, Title Cards - Tl, T2 & T3 <br />d, Job Cards - Jl, J2, J3, & J4 <br />e. Change Cards - NC, QT, NH, NY, CI, & ET <br />f. Cross Section Cards - Xl, X2, X3. X4 & GR <br />g, Bridge Cards - SB & BT <br />h, End of Job Card - EJ <br />1. End of Run card - ER <br />j, Single Job <br />k, Multiple Jobs <br />1. Card Format <br />m. Tapes <br />OUTPUT <br />a, Cross Section Data <br />b, Special Notes <br />c. Summary Data <br />d. Tapes <br /> <br />PAGE <br /> <br />1 <br />1 <br />1 <br />1 <br />1 <br />2 <br />2 <br />2 <br />3 <br />3 <br />4 <br />4 <br />4 <br />5 <br />6 <br />6 <br />7 <br />7 <br />7 <br />8 <br />12 <br />13 <br />13 <br />13 <br />13 <br />13 <br />13 <br />14 <br />14 <br />14 <br />14 <br />14 <br />15 <br />15 <br />15 <br />15 <br />15 <br />15 <br />15 <br />16 <br />16 <br />16 <br />
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