Research Article
Oct 1982
Tabular Representation of Cross-Sectional Elements
Publication: Journal of the Hydraulics Division
Volume 108, Issue 10
Abstract
A convenient and consistent method for representing the top width, area, first moment of area, and second moment of area for an irregular stream cross section is presented. The variation of top width is taken to be piecewise linear and continuous. The top width is then integrated exactly to obtain the values for the other elements. The unique features of the method is the use of integration to not only define the tabulated values, but also for interpolating for values not tabulated. This procedure yields values consistent with the mathematical definition of the elements. The errors introduced by the operational assumptions and the errors inherent in the basic top width data are separately estimated in an example. A comparison of these two errors is used to evaluate the adequacy of the assumption made for top width.
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Published In
Journal of the Hydraulics Division
Volume 108 • Issue 10 • October 1982
Pages: 1070 - 1081
Copyright
© 1982 American Society of Civil Engineers.
History
Published in print: Oct 1982
Published online: Feb 3, 2021
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Delbert D. Franz, M.ASCE
Vice Pres., Linsley, Kraeger Assoc., Ltd., Mountain View, Calif. 94043; Formerly Visiting Assoc. Prof., Dept. of Civ. Engrg., Univ. of Kansas, Lawrence, Kans.
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ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.