Existing Googong spillway - design flood hydrology.
Material type: TextLanguage: ENG Publication details: OCT 1987Description: 17p., 9 refs, 4 figsReport number: HWR-86/13Subject: This report outlines the procedures used and the results obtained for the hydrological analysis of floods for the existing spillway at Googong dam. These estimated flows have then been used for determining the adequacy of the existing spillway. The Probable Maximum Flood (PMF) outflow for the present spillway configuration was determined in 1976 as 4,300 cumecs, plus freeboard, which is now equivalent to 45% of the estimated PMF. The Googong Imminent Failure Flood has been calculated to be 5500 cumecs without freeboardItem type | Current library | Collection | Call number | Status | Date due | Barcode | |
---|---|---|---|---|---|---|---|
Books | Australian Emergency Management Library | BOOK | 627.883 EXI (Browse shelf(Opens below)) | Available | 005257903 |
Browsing Australian Emergency Management Library shelves, Collection: BOOK Close shelf browser (Hides shelf browser)
This report outlines the procedures used and the results obtained for the hydrological analysis of floods for the existing spillway at Googong dam. These estimated flows have then been used for determining the adequacy of the existing spillway. The Probable Maximum Flood (PMF) outflow for the present spillway configuration was determined in 1976 as 4,300 cumecs, plus freeboard, which is now equivalent to 45% of the estimated PMF. The Googong Imminent Failure Flood has been calculated to be 5500 cumecs without freeboard
There are no comments on this title.