Finniss River (Batchelor) Dam studies vol 1
Summary and Engineering
Sir Alexander Gibbs, and Partners Australia; Willing & Partners Pty Ltd; Environmental Planning Associates
Northern Territory. Department of Transport & Work
E-Publications; E-Books; PublicationNT; Finniss River DAM studies; Report; 43/1981
Batchelor; Finniss River
The findings of the report indicate that the concept of a further storage supply to Darwin based on a dam on the Finniss River at Batchelor would be feasible and that the optimum development programme for the Batchelor Scheme would involve, in sequence, the following works : (i) construction of a pumping station at Hanna's Pool to divert the unregulated flows of the Finniss River through a steel rising main to the Darwin River catchment. (ii) construction of Batchelor Dam to F.S.L. 68 m A.H.D. (iii) construction of a concrete lined channel to transfer water between Batchelor and Darwin River Reservoirs.
Dept. of Transport & Works in association with Sir Alexander Gibb & Partners Aust., Willing & Partners, Environmental Planning Associates.
Summary and recommendations -- 1. Introduction -- 2. Yield Studies -- 3. Alternatives project layouts and costs -- 4. Economic studies -- 5. Project design and estimates -- APPENDICES : APPENDIX A Topographic Survey & Mapping -- APPENDIX B Geological Studies -- APPENDIX C Hydrological Investigations -- APPENDIX D Soils Laboratory Test Results -- APPENDIX E Batchelor Dam Design -- APPENDIX F Costing Data for Pipelines and Channels -- APPENDIX G Results of Economic Analyses for Alternative Discount Rates
Dams; Environmental impact statements; Water resources development Environmental aspects
Northern Territory Government
Finniss River DAM studies; Report; 43/1981
Final report volume 1 Summary and Engineering
1 volume (various paging) : illustrations and maps ; 30 cm.
Attribution International 4.0 (CC BY 4.0)
Northern Territory Government
https://hdl.handle.net/10070/674135 [Finniss River (Batchelor) Dam studies vol 2]
400 300 100 400 'O ---l: Cl 300 ...J UJ ->U.J ~ 200 l/) u.J z co 100 ~ a u 400 300 200 BATCH= LOR F.S.L. 71 0 (C~PACITY 270 MCM) 3 X L TA F / 2 70 MC M .-~..-,t----+I ---+~~~b~~~ ./_ l3 XL TA F/ 2 O MCM _. ~~::::=:---t----f~1X~Lr,1~ArF l~7~'V ~O ~M~C !LM- .....J /1,11""'"" 1X LT AF/ 2 l 0MCM .. BATCHELOR F.S.L . 680(CAIPA[ITY 177 MCM) 3XLTAF/ 177 MCM 4 1 X LT AF/ 100 H CM BAT C r E LOR F. S. L 6 4 0 ( CJ PAC I TY 7 9 M C M ) 1 X LT AF / 79 MC M* 1 X LTAF / 60 MCM' .. NOTE : REFERS TO WAR RA I -B,~TC HE LOR [ IVERS ION C~PACITY (LTAF = 57 m3Js)ANO S '"DRAGE VO ... UME AT B, .. TCHELOR 100 BELOW WHICH FLOW IS DIVER T~D FROM \lARRAI. ,____ __ -1,_ ___ .J...-__ _.J.. ___ ..i,__ __ _.J.. ___ .J...-__ _J,.. _____ .. 1 2 3 4 5 6 7 8 0 TRANSFER CAPAC ITY ( BATCHELOR -DARWIN RIVER) IN CUMECS COMB INED SAFE YIELD - DARW IN AND BATCHELOR RESERVOIRS WITH DIVERSION WEIR AT WARRAI FIGURE 2.8
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