POSSIBLE RECESSION CURVE APPLICATIONS FOR RETENTION EVALUATION

oleh: Daniel Liberacki, Mariusz Korytowski, Paweł Kozaczyk

Format: Article
Diterbitkan: Polish Society of Ecological Engineering (PTIE) 2015-11-01

Deskripsi

The objective of the article was to present possible applications of recession flow curve in a small lowland watershed retention discharge size evaluation. The examined woodland micro catchment area of 0.52 sq km is located in Puszcza Zielonka in central Wielkopolska. The Hutka catchment is typically woody with high retention abilities. The catchment of the Hutka watercourse is forested in 89%, the other 11% is covered by swamps and wasteland. The predominant sites are fresh mixed coniferous forest (BMśw), fresh coniferous forest (Bśw) and alder carr forest (Ol). Landscape in catchment is characterized by a large number of interior depressions, filled partly with rainwater or peatbogs, with poorly developed natural drainage. The watercourses do not exceed 1 km in length, the mean width is approx. 0.5 m, while mean depth ranges from 0.2 to 0.3 m. During hydrological research conducted in 1997/1998–1999/2000, 35 major (characteristic) raised water stages were observed in Hutka after substantial precipitation. The recession curve dating from 18–24 September 2000 has the α and n rates nearest to average. Comparing the model curve and the curve created by observing watercourse flow, one can notice their resemblance and that they have similar ordinate values as well as shape. In the case of other recession curves, the maximum differences of ordinate values are also about 0.1–0.2 l/s/km<sup>2</sup>. The measuured α and n rates do not reveal any regularities. There are no significant statistical Horton model parameter (for recession flow curves) dependencies between α and n and e.g. initial flows (Q<sub>o</sub>) or the whole period of high water waves (Q<sub>p</sub>). Consequently, calculated relation between these parameters is only an approximation for the general evaluation of the retention discharge in the catchment area towards retention with flow function.