Image from Google Jackets
Image from OpenLibrary

Existing Googong spillway - design flood hydrology.

By: Contributor(s): Material type: TextTextLanguage: 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 freeboard
Tags from this library: No tags from this library for this title. Log in to add tags.
Star ratings
    Average rating: 0.0 (0 votes)

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.

to post a comment.

Powered by Koha