Flood Warning and Damages in Alice Springs: Part 1 Executive Summary. Part 2 Tangible Damages Part 3 Intangible Damages & Emergency Procedures
Handmer, John; Smith, D. I.; Greenaway, Mark
E-Publications; E-Books; PublicationNT; Report ; 53/1989
1989-04-01
Made available via the Publications (Legal Deposit) Act 2004 (NT).
Date:1989-04
English
Power and Water Authority
Alice Springs
Report ; 53/1989
application/pdf.
Check within Publication or with content Publisher.
https://hdl.handle.net/10070/228902
https://hdl.handle.net/10070/673596
Technical Report WRA89053 Viewed at 03:02:00 on 18/02/2010 Page 100 of 139. I I I I I I I I I I I I I I I I I I I I , .J. A compensating factor is that if there is no tlow down the spillway channel, the tlow is less Li1an the capacity of the low level outlet, and the sediment transport potential in the downstream river bed is low_ COMPARISON OF OPTIONS A companson between the options of a "fu!!" dam (the option originally proposed), "empty" dam, and a "partially full" dam at the Junction Waterhoie site is given in matrix form in Table J. A number of explanatory notes accompany Table 1.