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Last modified
1/25/2010 7:08:56 PM
Creation date
10/5/2006 2:15:20 AM
Metadata
Fields
Template:
Floodplain Documents
County
Statewide
Basin
Statewide
Title
Interior Drainage Flood Routing
Date
3/1/1969
Prepared For
US
Prepared By
US Army Corps of Engineers
Floodplain - Doc Type
Educational/Technical/Reference Information
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<br />A <br />ANME <br />ARPA <br /> <br />AR2 <br />C <br />CAPA <br /> <br />D <br />DELH <br /> <br />DELHP <br /> <br />DELliS <br /> <br />DLHST <br /> <br />DLTAT <br />EL <br /> <br />ELPA <br /> <br />EL2 <br />1 <br />IFLAG <br /> <br />II <br /> <br />IHE <br /> <br />ISWI <br /> <br />EXHIBIT 2 <br /> <br />DEFINITION OF TERMS (INCOMPLETE) <br /> <br />23-J2-L279 <br /> <br />Temporary variable used in an interpolation process. <br />Array used to read and write title cards. <br />Input array for area of the ponding area. in acres. at <br />a given elevation. <br />Pond area, in acres, at the end of a routing interval. <br />Temporary variable used in an interpolation process. <br />Input array for capacity of the ponding area, in acre-feet, <br />at a given elevation. <br />Temporary variable used in an interpolation process. <br />Head, in feet, used to describe the ponding elevation minus <br />river elevation head vs. pressure flow discharge rating <br />curve table. <br />Head value, in feet, for a particular routing period <br />used in computing the pressure discharge for that routing <br />period. <br />Head, in feet, used to describe the river elevation minus <br />pond elevation head vs. seepage flow (into or out of the <br />ponding area) rating curve table. <br />Variable used to define the head. in feet. at the beginning <br />of the routing. <br />Routing and input data time interval. in hours. <br />Elevation. in feet, in the elevation vs. pump discharge rating <br />curve table. <br />Input array for elevation of the ponding area, in feet; used <br />to define the elevation - area - capacity relationships of <br />theponding area. <br />Pond elevation, in feet, at the end of a routing period. <br />Ceneral use counter. <br />Internal control variable used for branching within program, <br />particularly in establishing storage index matrix fo~ a <br />given river elevation. <br />A counter. particularly used with head vs. pressure discharge <br />table. <br />Starting hour of the routing procedure; used when the hour. <br />day, month time output is desired. <br />Program control used to denote time output format; ISWI = 0 <br />if output is to show hours only, = 1 if output is to show <br />hour, day, and month. <br /> <br />EXHIBIT 2 <br />
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