WORLD METEOROLOGICAL ORGANIZATION |
HOMS COMPONENT |
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Explanation of the criteria for classification and numbering of components |
K15.1.02 (JUL 00) |
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Explanation of the dates on the component's description | ||
METHODS FOR COMPUTING DESIGN FLOODS |
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1. Purpose and objectives Estimation of design floods from rainfall data. 2. Description Uses rainfall data, or mapped statistics of the annual maximum rainfalls to estimate design floods for water resources projects. This component is complementary to K15.1.01. 3. Input Point storm rainfall data, or isoline maps of annual maximum rainfall statistics, model parameters. 4. Output Design flood hydrograph. 5. Operational requirements and restrictions At least 20 years annual maximum rainfall data or alternatively maps of storm rainfall statistical parameters. Simultaneous rainfall and flow records for five or more storms and floods to determine rainfall-runoff model. 6. Form of presentation Manual describing the technique. 7. Operational experience Has been adopted for the "Standard for computing design floods for hydraulic structures", Ministry of Water Conservancy and Ministry of
Electric Power, China. See particularly appendices III, V and VI. 8. Originator and technical support Institute of Water Conservancy and Hydropower Research. 9. Availability From the HOMS National Reference Centre for China. 10. Conditions on use Cost of reproduction and mailing.
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Reclassified from K09.1.02 MAR 1987 (First entered: 23 JAN 81 |
Last updated: 09 SEP 81) |