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Federation and Meteorology |
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Table of Contents
Memories of the Bureau, 1946 to 1962 Foreword Terminology Prologue Preface Chapter 1: The Warren Years, 1946 to 1950 Chapter 2: International Meteorology Chapter 3: The Timcke Years, 1950 to 1955 Chapter 4: A Year at the Massachusetts Institute of Technology Chapter 5: The Dwyer Years, 1955 to 1962 Leonard Joseph DwyerA Complex Character Reorganising the Bureau Public Weather Services Forecasts for the General Public Importance of Radio Stations The Advent of Television Automatic Telephone Forecast Service Beacons Wording and Verification of Forecasts Warnings Services for Aviation Atomic Weapons Tests Atomic Weapons TestsMosaic G1 and G2 Atomic Weapons TestsBuffalo 1, 2, 3 and 4 Atomic Weapons TestsOperations Antler, 2 and 3 Atomic Weapons TestsMinor Trials Instruments and Observations Radiosondes Radar/Radio Winds and Radar Weather Watch Automatic Weather Stations Sferics Meteorological Satellites Telecommunications Tropical Cyclones Bureau Conference on Tropical Cyclones International Symposium on Tropical Cyclones, Brisbane Hydrometeorology Design of Water Storages, Etc Flood Forecasting Cloud Seeding Reduction of Evaporation Rain Seminar Cloud Physics Fire Weather Research and Special Investigations International Activities The International Geophysical Year The Antarctic and Southern Ocean International Symposium on Antarctic Meteorology International Antarctic Analysis Centre ADP, EDP and Computers Training Publications Management Conference Services Conference CSIRO and the Universities Achievements of the Dwyer Years Chapter 6: A Springboard for the Future Appendix 1: References Appendix 2: Reports, Papers, Manuscripts Appendix 3: Milestones Appendix 4: Acknowledgements Appendix 5: Summary by H. N. Warren of the Operation of the Meteorological Section of Allied Air Headquarters, Brisbane, 194245 Endnotes Index Search Help Contact us |
Design of Water Storages, Etc (continued)All of these bodies were concerned with hydrologic designs either for water supply, hydro-generation of electricity, construction of drainage systems or the building of major water storages. The design of these undertakings depended very much on the space-time distribution of rainfall in Australia and the hydrology of drainage systems, rivers and water storages. The Institution of Engineers had published Rainfall and Runoff, a comprehensive depth-area-duration study.The entry of the Bureau into the field of hydrometeorology was not regarded as appropriate by many of the Commonwealth and State water authorities although the SMHEA and the WRP welcomed our initiative. The Australian Academy of Science had also shown interest in hydrology by establishing a National Committee to study the subject and the CSIRO had also established a group in Canberra to work in this field. Gerry O'Mahony had been involved with the staff of the SMHEA in Cooma and at one stage after his return from his year at ANU Gerry and I visited Cooma to discuss their problems with Eric Kraus, whom we shall meet again under the heading of cloud seeding. Our trip in a wartime jeep through the Snowy Mountains was a memorable experience, Eric was a delightful guide who had been recruited as resident meteorologist with SMHEA after a period of working for Taffy Bowen in the CSIRO Division of Radiophysics. Allan Rainbird was later seconded to SMHEA from September 1960 to August 1961 when Eric Kraus was granted a year's leave of absence to study at Woods Hole Oceanographic Institution in the US. The water authorities and research workers associated with design of water storages, drainage systems and flood mitigation required an accurate and complete description of the frequency distribution of the depth-area-duration of rainfall. The requirement for information on depth (amount) of rainfall and its duration ranged from an assessment of the duration of low rainfalls (to see if a storage would be economically viable) to an assessment of the duration of extremely high rainfalls (to see what size of drainage channels and dam walls would be required). In some cases a balance needed to be struck by risk of high rainfalls and cost of construction so that a design might envisage occasional flooding (once in twenty years) as acceptable. In other cases (such as construction of earth-fill dams) spillway design was required to provide for the maximum possible rainfall.
People in Bright Sparcs - Bowen, Edward George (Taffy); Dwyer, Leonard Joseph; O'Mahony, Gerard (Gerry)
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