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2003

Information about 2003

2003 – USE OF THE SLOPED LAYER METHOD FOR BONDED JOINTS ON TANNUR RCC DAM, JORDAN

2003 – Use of the Sloped Layer Method for Bonded Joints on Tannur RCC Dam, Jordan

2003 – Use of Artificial Aeration to Control Iron and Manganese in Reservoirs.

2003 – USE OF ARTIFICIAL AERATION TO CONTROL IRON AND MANGANESE IN RESERVOIRS

2003 – THE USE OF THE WATT INCLINOMETER FOR OBSERVING THE FACE DEFLECTIONS OF CONCRETE FACED ROCKFILL DAMS

2003 – The Use of the Watt Inclinometer for Observing the Face Deflections of Concrete Faced Rockfill Dams

2003 – THE IMPACT OF THE REVISION OF PROBABLE MAXIMUM PRECIPITATION ESTIMATES IN THE GTSM REGION OF AUSTRALIA

2003 – The Impact of the Revision of Probable Maximum Precipitation Estimates in the GTSM Region of Australia

2003 – Stapylton Reclaimed Water Storage Dam Environmental Constraints and Effects on the Dam and Diffuser Design

2003 – STAPYLTON RECLAIMED WATER STORAGE : ENVIRONMENTAL CONSTRAINTS ON THE DAM AND DIFFUSER DESIGN

2003 – SPILLWAY GATES A SURVEY OF OPERATIONAL AND RELIABILITY ISSUES RESULTS OF PRELIMINARY ANALYSIS

2003 – SPILLWAY GATE RELIABILITY AND HANDLING OF RISK FOR RADIAL AND DRUM GATES

2003 – Spillway Gate Reliability and Handling of Risk for Radial and Drum Gates

2003 – SPILLWAY GATE CONTROL UPGRADES: CLARK DAM, MEADOWBANK AND LIAPOOTAH

2003 – Spillway Gate Control Upgrades: Clark Dam, Meadowbank and Liapootah

2003 – SOME OBSERVATIONS ON TREE ROOTS AND PIPING IN EMBANKMENT DAMS

2003 – Some Observations on Tree Roots and Piping in Embankment Dams

2003 – Remedial Works Design At Churchman Brook in Western Australia

2003 – REMEDIAL WORKS DESIGN AT CHURCHMAN BROOK DAM IN WESTERN AUSTRALIA

2003 – Rainfall Depths and Temporal Patterns fort Short Duration Extreme Events

2003 – RAINFALL DEPTHS AND TEMPORAL PATTERNS FOR SHORT DURATION EXTREME EVENTS

2003 – POSITIVE COMMUNITY INVOLVEMENT SAVES TIME AND COSTS AT YARRAWONGA WEIR

2003 – Positive Community Involvement Saves Time and Costs At Yarrawonga Weir

2003 – OPTION INVESTIGATION AND DESIGN APPROACH ON THE WIVENHOE DAM SPILLWAY AUGMENTATION

2003 – Option Investigation and Design Approach on the Wivenhoe Dam Spillway Augmentation

2003 – NUMERICAL FLOW ANALYSIS FOR SPILLWAYS

2003 – Numerical Flow Analysis for Spillways

2003 – MANAGEMENT OF RESERVOIRS UNDER DROUGHT CONDITIONS

2003 – Management of Reservoirs Under Drought Conditions

2003 – LAKE BELLFIELD FLOOD UPGRADE DESIGN

2003 – Lake Bellfield Flood Upgrade Design

2003 – KEEPIT DAM UPGRADE THE COMMUNITY CONSULTATION WAY

2003 – Keepit Dam Upgrade – The Community Consultation Way

2003 – Irrigation Storages in New Zealand

2003 – Irrigation Storages in New Zealand

2003 – INVESTIGATIONS AND DESIGN OF UPGRADE WORKS AT TANK HILL RESERVOIR IN VICTORIA

2003 – Investigations and Design of Upgrade Works at Tank Hill in Victoria

2003 – INVESTIGATION OF BLOWBACK INCIDENTS AT RANGIPO POWER STATION

2003 – Investigation of Blowback Incidents at Rangipo Power Station

2003 – INVESTIGATION OF A DETERIORATING SEEPAGE CONDITION IN ARAPUNI DAM FOUNDATION, NEW ZEALAND

2003 – Investigation of a Deteriorating Seepage Condition in Arapuni Dam Foundation New Zealand

2003 – INCREASING STORAGE CAPACITY AT DARTMOUTH REGULATORY DAM WITH FUSEGATES : THE CONSTRUCTION STAGE

2003 – Increasing Storafe Capacity at Dartmouth Regulatory Dam with Fusegates: The Construction Stage

2003 – Experimental Investigation of Internal Erosion by the Process of Suffusion in Embankment Dams and their Foundations

2003 – Experimental Investigation of Internal Erosion by the Process of Suffusion in Embankment Dams and their Foundations

2003 – Energy Dissipation in Concrete Towers Subject to Extreme Earthquakes and Associated Reduction in Inertia Loads

2003 – ENERGY DISSIPATION IN CONCRETE INTAKE TOWERS SUBJECT TO EXTREME EARTHQUAKES AND ASSOCIATED REDUCTION IN INERTIA LOADS

2003 – DYKES TO ACCESS CANADIAN DIAMONDS THE DIAVIK EXPERIENCE

2003 – Dykes to Access Canadian Diamonds – The Diavik Experience

2003 – DEVELOPMENT OF THE METHOD OF STORM TRANSPOSITION AND MAXIMISATION FOR THE WEST COAST OF TASMANIA