Hydraulic and hydrologic design problems of a particular tidal outfall and its sensitivity to input parameters
1980
Datt, Uma
Computer programmes are developed to determine the number and size of tidal outfall gates and length of overflow weir necessary to route river flood flow resulting from a design storm through dike-protected river flats into the ocean subject to tidal influence. The hydraulic characteristics of the standard Fijian gates were obtained from the 1:25 model tests. Rainfall-runoff relationships and design hydrographs were determined in sub-routines by curve number and unit hydrograph analyses. Sensitivity studies are reported and an example design included.
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书目信息
出版者
Lincoln College, University of Canterbury
其它主题
Computer modelling; Anzsrc::040608 surfacewater hydrology; Anzsrc::090702 environmental engineering modelling; Tidal outfall; Discharge
语言
英语
许可
https://researcharchive.lincoln.ac.nz/pages/rights, Digital thesis can be viewed by current staff and students of Lincoln University only. If you are the author of this item, please contact us if you wish to discuss making the full text publicly available.
类型
Thesis
2024-12-20
2025-10-26
Dublin Core