Alice Springs recreational dam hydrology report project 6
Jackson, D.; Paige, D.
E-Publications; E-Books; PublicationNT; Report no. 12/1979
1979-10-01
Date:1979-10
English
Northern Territory Government
Darwin
Report no. 12/1979
application/pdf
Attribution International 4.0 (CC BY 4.0)
Northern Territory Government
https://creativecommons.org/licenses/by/4.0/
https://hdl.handle.net/10070/228346
https://hdl.handle.net/10070/674275
Technical Report WRD79012 Viewed at 00:02:46 on 18/02/2010 Page 124 of 153. I I I I I I I I I I I I I I I I I I I I 26 The simulation indicates that if the dam is constructed on the long term average, stream flow volumes will be reduced by 20\. Table 11 shows a comparison of flow in the Todd River before and after the dam, on a daily basis. Table 11 COMPARISON (1960/62 (in days) Drafts Mega 5. 4. 3. 2. l. 0.5 0.0 Note: 1. OF FLOW IN THE TODD RIVER BEFORE AND AFTER DAM 1977/78) Spillway Level 3 m /year 594m 592.5m 591m 844 ( 55 %) 862 (56 %) 874 895 ( 58%) 911 ( 59 %) 949 937 (61% ) 991 (65 %) 991 991 (65% ) 1004 (65 %) 1004 1009 (66%) 1019 (66 %) 1041 1019 ( 66%) 1058 (69 %) 1101 1103 ( 72%) 1134 (74 %) 1219 Percentage of original number of-days in brackets .. ( 57%) ( 52%) (65 %) ( 65 %) (68% ) (72%) (79 %)
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