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https://hdl.handle.net/2440/21867
Type: | Thesis |
Title: | An improved engineering design flood estimation technique: removing the need to estimate initial loss / by Theresa Michelle Heneker. |
Author: | Heneker, Theresa Michelle |
Issue Date: | 2002 |
School/Discipline: | Dept. of Civil and Environmental Engineering |
Abstract: | Develops an alternative design flood estimation methodology. Establishing a relationship between catchment characteristics and the rainfall excess frequency duration proportions enables the definition of these proportions for generic catchment types, increasing the potential for translation to catchments with limited data but similar hydrographic properties, thereby improving design process. |
Dissertation Note: | Thesis (Ph.D.)--University of Adelaide, Dept. of Civil and Environmental Engineering, 2002 |
Subject: | Flood forecasting Runoff Measurement Mathematical models. Rain and rainfall Mathematical models. Flood control Hydrology Mathematical models Data processing. Hydrologic models. |
Description: | "May 2002" Includes list of papers published during this study Errata slip inserted inside back cover of v. 1 Includes bibliographical references (leaves 331-357) 2 v. : ill. (some col.), col. maps ; 30 cm. |
Provenance: | This electronic version is made publicly available by the University of Adelaide in accordance with its open access policy for student theses. Copyright in this thesis remains with the author. This thesis may incorporate third party material which has been used by the author pursuant to Fair Dealing exception. If you are the author of this thesis and do not wish it to be made publicly available or If you are the owner of any included third party copyright material you wish to be removed from this electronic version, please complete the take down form located at: http://www.adelaide.edu.au/legals |
Appears in Collections: | Research Theses |
Files in This Item:
File | Description | Size | Format | |
---|---|---|---|---|
01front.pdf | 264.51 kB | Adobe PDF | View/Open | |
02whole_v1.pdf | 21.13 MB | Adobe PDF | View/Open | |
03whole_v2.pdf | 42.26 MB | Adobe PDF | View/Open |
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