ESTIMATION OF PEAK FLOWS FOR NATURAL UNGAUGED WATERSHEDS IN SOUTHERN SASKATCHEWAN
G. Sandrock, T. Viraraghavan, G. A. Fuller
Abstract
Open-access reader
G. Sandrock, T. Viraraghavan, G. A. Fuller
Abstract
Open-access reader
This study developed and evaluated methods to estimate peak flows from unregulated ungauged watersheds, located within the mid to southern parts of Saskatchewan, with a gross drainage area not exceeding 350 square kilometres. The analysis used annual maximum daily discharge records from thirty three currently-operated stations that were not affected by streamflow regulation. Watershed characteristics such as drainage area, drainage density, main stream slope, watershed relief and watershed shape factor were obtained for each of the thirty three basins. Single station frequency analysis of peak flows was performed on the available data of each hydrometric station. Using regression analysis, the peak flows for several return periods were related to the watershed characteristics and regression equations, related to gross and effective drainage areas, were derived for various return periods.
OpenAlex reports 15 citations for this work. Citation counts describe recorded attention and do not establish research quality.
A contribution statement is not available in the OpenAlex record.
Method details are not available in the OpenAlex metadata.
Findings are not separately available in the OpenAlex metadata.
Limitations are not available in the OpenAlex metadata.
Application details are not available in the OpenAlex metadata.
This study developed and evaluated methods to estimate peak flows from unregulated ungauged watersheds, located within the mid to southern parts of Saskatchewan, with a gross drainage area not exceeding 350 square kilometres. The analysis used annual maximum daily discharge records from thirty three currently-operated stations that were not affected by streamflow regulation. Watershed characteristics such as drainage area, drainage density, main stream slope, watershed relief and watershed shape factor were obtained for each of the thirty three basins. Single station frequency analysis of peak flows was performed on the available data of each hydrometric station. Using regression analysis, the peak flows for several return periods were related to the watershed characteristics and regression equations, related to gross and effective drainage areas, were derived for various return periods.
Key concepts: Watershed, Hydrology (agriculture), Drainage, Drainage basin, Drainage density, Watershed area, Environmental science, Return period