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 47 of 153. I I I I I I I I I I I I I I I I I I I I 26 The simu_Lation 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) D ra its Mega 5. 4. 3. 2 1. 0.5 0.0 Note: 1. OF FLOW IN THE TODD RIVER BEFORE AND AFTER DAM 1977/78) Spillway Level , 1'1 /year 594m 592.51'1 5911'1 844 (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 %) (62 %) (65 %) (65 %) (68 %) (72 %) ( 79 ,.)