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FLOOD02752
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Last modified
1/25/2010 6:25:22 PM
Creation date
10/4/2006 11:08:17 PM
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Template:
Floodplain Documents
County
Statewide
Basin
Statewide
Title
HEC-6 Scour and Deposition in Rivers and Reservoirs
Date
3/1/1977
Prepared For
US
Prepared By
US Army Corps of Engineers
Floodplain - Doc Type
Educational/Technical/Reference Information
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<br />PROGRAM DESIGN <br /> <br />The utility of a generalized computer program can be described in <br />terms of these four characteristics: <br /> <br />. Flexibility - The program provides the necessary functional <br />relationships to accommodate the many varied requirements of a wide <br />range of problems; physical systems are modeled with tables of data <br />specified in units common to field problems so that the program is <br />responsive to a wide range of problems requiring varying levels of <br />detail. <br /> <br />. Adaptability - The state-of-the-art theory is coupled with a <br />data structure that encourages evolution of the program as this <br />theory evolves with use. <br /> <br />. Usability - The practicing engineer can approach problems <br />in a stralght-torward manner using the program users manual to set <br />up and run the digital computer model. Input data requirements <br />are user-oriented. <br /> <br />. Portabil it{ - The program is written in ASA Standard FORTRArl <br />so that it is por able from one computer to another. <br /> <br />Considerable emphasis was given to the flexibility of this medel. <br />In simulation studies it is important for the engineer to apply the <br />computer program to his study rather than to spend time simplifying <br />and approximating the study to fit the requirements of a computer <br />program. Detailed sediment studies involve large amounts of data, <br />whereas the more general case involves studies in which only a small <br />amount of data is available. These are conflicting requirements <br />which often diminish flexibility of a program. <br /> <br />In this case, provision was made for the program to generate much <br />of its data subject to being overridden if such data were supplied <br />for the study. This option permits the engineer to use his data to <br />the fullest extent that it is available rather than forcing him to <br />acquire a high level of detailed data before the program can be <br />applied. Of course, the result is no more dependable than the data <br />used to obtain it. <br /> <br />Even in studies involving a fixed bed, open-channel hydraulics problems <br />require a large amount of data. Extending solution techniques to <br />include the movable boundary is even a greater task because not only <br />do data requirements increase, but also the body of theory available <br /> <br />3 <br /> <br />v.",,--;'-"'-_>""~ \, _':;,;:-i''-;-_'_~'' <br /> <br />, ;:';';::;;4.;~:F:"";},--:~,",,,.&-O'~~-0i.__~ ,'--'?l$',':'ii.~;t~}-~~.:2:X,;,,'>, ,~i - , <br /> <br />" 7.'~'/!" <br />
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