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Parametry migracji zanieczyszczeń w odpadach flotacyjnych na podstawie terenowego eksperymentu znacznikowego na przykładzie obiektu unieszkodliwiania odpadów wydobywczych „Gilów”

Chudy Krzysztof, Worsa-Kozak Magdalena

Biuletyn Państwowego Instytutu Geologicznego

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2019

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nr 475, Hydrogeologia z. 16

35--42

PL

W artykule zaprezentowano wyniki terenowego eksperymentu znacznikowego oraz szacowania parametrów migracji zanieczyszczeń dla drobnoziarnistych odpadów flotacyjnych na potrzeby danych wejściowych do modelu numerycznego migracji. Badania przeprowadzono dla Obiektu Unieszkodliwiania Odpadów Wydobywczych (OUOW) „Gilów” na 3 poligonach badawczych z wykorzystaniem jonu Cl– jako znacznika. Odpady flotacyjne zdeponowane w obiekcie mają charakterystykę gruntów drobnoziarnistych piaszczystych i pylastych, co przekłada się na ich niskie parametry migracji zanieczyszczeń. Prędkości migracji w poszczególnych profilach, oszacowane zarówno z krzywej przejścia znacznika, jak i obliczone w programie CXTFIT oscylowały w granicach od 0,27 do 1,8 m/a, klasyfikując odpady flotacyjne do najniższej, 5 klasy pod względem prędkości migracji. Przeprowadzone testy terenowe pozwoliły na uzyskanie rzeczywistych danych stanowiących wiarygodny wsad wejściowy na potrzeby dalszych analiz migracji zanieczyszczeń w obrębie OUOW „Gilów” i w jego otoczeniu

EN

The paper presents the results of the field tracer test and the results of estimation of pollutants migration parameters for fine-grained flotation wastes. The need of reliable input data for the numerical migration mod el was the cause of the research. It was carried out for the “Gilów” tailings pond on three sampling sites using the Cl– ion as a tracer. The flotation wastes deposited in the facility are classified as fine sandy and silty soils what corresponds with their low migration parameters. Migration rates in individual profiles, estimated from the tracer transition lines and calculated with the CXTFIT software, have been oscillated within the limits of 0.27 to 1.8 m/a. It places flotation wastes in the lowest, 5th class in terms of migration speed. The conducted field tests allowed to obtain real data constituting a reliable input for the purposes of further analysis of pollutants migration within the “Gilów” tailings pond and its surroundings.

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Determination of hydrodynamic model based on tracer test performed in WWT plant in Kędzierzyn Koźle, Poland

Frącz P., Wotzka D.

Poznan University of Technology Academic Journals. Electrical Engineering

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2016

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No. 88

175--185

EN

Analysis results of lithium chloride concentrations, which were measured during tracer test performed in wastewater treatment (WWT) plant placed in Kędzierzyn–Koźle, Poland, are presented in the paper. The considered WWT plant operates with a five-stage Bardenpho system for organic content reduction within activated sludge process (ASP). One of the significant factors, which have an impact on the efficiency of the ASP in a biological reactor, is its hydraulic behavior. In this study theoretical and actual retention times were determined by using of mathematical modeling. Three single and multistream dispersion models were applied, i.e. Tanks-in-Series, Extended Tanks-in-Series and a model based on the MARTIN method. Using the last model it was possible to identify multiple wastewater flows in the reactors, which include: main flow and short circuiting flows. Furthermore, it was stated that the theoretical retention times differ from the actual values, obtained through mathematical modeling.

3

Tracer test in Hobol Creek, Norway, under different flow conditions

Wörman A., Klove B., Wachniew P., Czupryński P., Packman A.

Acta Geophysica Polonica

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2005

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Vol. 53, nr 4

517-526

EN

The current paper describes a repetition of a tracer test using tritiated water in Hobol Creek, Norway, under two markedly different flow conditions in August and in October 2002. By carefully fitting a one-dimensional model of the solute trans-port in the creek, various mixing parameters could be evaluated and compared be-tween the two occasions. The change in residence time in and exchange rate with the hyporheic zone caused by the difference in flow could be well accounted for in terms of the "pumping" theory. The pumping theory represents the hydro-mechanics of the exchange flow. Further, we found that at least 70% mass recovery is needed to provide an accurate evaluation of model parameters and this can only be achieved up to a limited stream distance.