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2014 | IV/3 |

Tytuł artykułu

Exceedance probability of selected low characteristic flows in mountain catchments

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Języki publikacji

EN

Abstrakty

EN
In Polish hydrology and water management the term characteristic flow exists denoting a specific value of flow at the given cross-section of a river calculated as the long-term minimum, mean, median or maximum calculated using the annual minimum, mean, median or maximum flow taken for each year from a series of (usually) daily flows. Some of these characteristic flows are used to define the low-flow (o drought) periods while the another criterion: a percentage flow Qp taken from the long-term flow duration curve is also widely used. In the paper the study on the frequency structure the empirical exceedance probability of a given characteristic flow made for some low and average characteristic flows (SNQ, WNQ, NSQ and SSQ) is presented. The results show that the exceedance probability of a given characteristic flow is variable, and the amount of this variability may be large, as is the case of WNQ and NSQ. So assigning a characteristic flow to a single FDC quantile value Qp (as can be find in the literature) cannot be justified. Correlation analysis made for the pairs (P. , characteristic flow), ( P., catchment area) and (P. , gauging station elevation) revealed some significant correlations. Only for SNQ is not correlated at all; correlation for other characteristic flows is statistically significant for at least one of the cases. The highest correlations (greater than 0.4 in absolute values) were found for the pairs ( P, gauging station elevation) for NSQ and, for SSQ, ( P, SSQ) and ( P, catchment area).

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Opis fizyczny

p.1421-1429,fig.,ref.

Twórcy

  • Institute of Water Engineering and Water Management, Krakow University of Technology, Warszawska 24, 31-155 Krakow, Poland

Bibliografia

  • Farat R., Kępińska-Kasprzak M., Kowalczak P., Mager P. (1995). Susze na obszarze Polski w latach 1951–1990 (Droughts on the area of Poland in the years 1951–1990). Materiały badawcze IMGW, Seria: Gospodarka Wodna i Ochrona Wódnr 16, s. 140.
  • Fleig A. K. (2004). Hydrological Drought – a comparative study using daily discharge series from around the world. der Albert-Ludwigs-Universität Freiburg i. Br.. Diplomarbeit. Freiburg;
  • Lambor J., 1971, Hydrologia inżynierska, Arkady, Warszawa.
  • Mager P., Kuźnicka M., Kępińska-Kasprzak M., Farat R. (2000). Changes in the intensity and frequency of occurrence of droughts in Poland (1891–1995), GeographicaPolonica 73, 2: 41–47
  • Ozga-Zielińska M., Brzeziński J. (1997). Hydrologia stosowana. Warszawa: Wydawnictwo Naukowe PWN, wyd.II, zmienione.
  • Stachý J. (1990). Przepływ średni niski SNQ jako miarodajna charakterystyka projektowa. (Average annual mininum flow SNW as the reliable design characteristics) Przeg.Geof., XXXV(1-2), 45–54
  • Tokarczyk T. (2008). Wskaźniki oceny suszy stosowane w Polsce i na świecie (Indices for drought assessment used in the world and in Poland). Infrastruktura i EkologiaTerenów Wiejskich. Nr 7/2008. PAN. Oddział w Krakowie, 167-182;
  • Tokarczyk T. (2010). Niżówka jako wskaźnik suszy hydrologicznej (Low-flow period and an index of hydrological drought). IMGW, Warszawa;
  • Tokarczyk T. (2013). Classification of low flow and hydrological drought for a river basin, Acta Geophysica 61(2), 404-421
  • Tomaszewski E. (2007). Hydrological Droughts in Central Poland – Temporal and Spatial Patterns. Geographia Polonica, Vol. 80, No. 2: 117–124
  • Tomaszewski E. (2011). Defining the threshold level of hydrological drought in lake catchments, Limnological Review 11(2), 81-88

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Bibliografia

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