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Derivation of unit and flood hydrographs using a gis

โœ Scribed by Ivan Muzik


Book ID
104760888
Publisher
Springer
Year
1992
Tongue
English
Weight
527 KB
Volume
23
Category
Article
ISSN
0167-6369

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โœฆ Synopsis


A geographic information system (GIS) supporting a flood hydrograph prediction software package is described. The hydrograph prediction method is based on the convolution of excess rainfall with a synthetic unit hydrograph, derived by the Soil Conservation Service runoff curve number and a regional dimensionless unit hydrograph method, respectively. The GIS uses a raster method to store the following data: land use and land cover, soil type, rainfall intensity-frequency-duration statistics, runoff curve numbers (CN), regional dimensionless unit hydrograph, and regional lag-time relationship. The GIS has also the capability of computing a number of watershed and hydrologic parameters required for predictions, such as a watershed average rainfall and CN value, area, centroid, stream length etc. Most of the data for such computations are input from a digitizer. Substantial time and cost savings are possible once the data base has been created. Application of the system is illustrated by an example predicting flood frequency curves for selected watersheds in Alberta's Rocky Mountain foothills, Canada.


๐Ÿ“œ SIMILAR VOLUMES


FLOOD MODELLING WITH GIS-DERIVED DISTRIB
โœ I. MUZIK ๐Ÿ“‚ Article ๐Ÿ“… 1996 ๐Ÿ› John Wiley and Sons ๐ŸŒ English โš– 518 KB

The concept of a spatially distributed unit hydrograph is based on the fact that the unit hydrograph can be derived from the time-area curve of a watershed by the S-curve method. The time-area diagram is a graph of cumulative drainage area contributing to discharge at the watershed outlet within a s