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Abstract

While modeling water dynamics in dam reservoirs, it is usually assumed that the flow involves the whole water body. It is true for shallow reservoirs (up to several meters of depth) but may be false for deeper ones. The possible presence of a thermocline creates an inactive bottom layer that does not move, causing all the discharge to be carried by the upper strata. This study compares the results of hydrodynamic simulations performed for the whole reservoir to the ones carried out for the upper strata only. The validity of a non-stratified flow approximation is then discussed.

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Bibliography

[1] A. Bojarski, M. Cebulska, L. Lewicki, S. Mazon, G. Mazurkiewicz-Boron, E. Nachlik, P. Opalinski, P. Przecherski and S. Rybicki. Long- and short time perspectives for the usage of the Dobczyce reservoir. Cracow, Poland, 2012. (in Polish).
[2] J. Starmach and G. Mazurkiewicz-Boron (Eds). Dobczyce Reservoir Ecology-Eutrophication-Protection. Dept. of Freshwater Biology, Institute of Nature Conservation, Polish Academy of Sciences, Cracow, Poland, 2000. (in Polish).
[3] P. Hachaj. Numerical modelling of pollution transport phenomena in the lake of Dobczyce. In P.M. Rowinski, editor, Hydraulic Methods for Catastrophes: Floods, Droughts, Environmental Disasters, Publications of the Institute of Geophysics, Polish Academy of Sciences. E –Hydrology (formerly Water Resources), E-10(406):47-54, 2008.
[4] P. Hachaj, L. Lewicki, E. Nachlik and T. Siuta. Effectiveness of hydrodynamic models in assessment of dammed reservoir dynamics. Gospodarka Wodna, 8:286-288, 2014. (in Polish).
[5] P. Hachaj. Modelling of a two-dimensional velocity field for the water flow in the lake of Dobczyce. In P.M. Rowinski, editor, Transport Phenomena in Hydraulics, Publications of the Institute of Geophysics, Polish Academy of Sciences. E – Hydrology (formerly Water Resources), E-7(401):87-95, 2007.
[6] M. Gałek. Sensitivity analysis of the FESWMS model applied to the Dobczyce Reservoir. M.Sc. Thesis. Carcow University of Technology, Poland, 2010. (in Polish).
[7] R.C. Berger, J.N. Tate, G.L. Brown and G. Savant. Adaptive hydraulics users manual. AQUAVEO, 2010.
[8] K. Winters. Adaptive hydraulics – 2D shallow water flow model interface within the surfacewater modeling system. M.Sc. Thesis. Brigham Young University, Provo, UT, USA, 2008.
[9] M. Gałek and P. Hachaj. Application of theRMA2/RMA4models to simulate pollution transport in a retention reservoir. In P. Rowinski, editor, Experimental and Computational Solutions of Hydraulic Problems. GeoPlanet: Earth and Planetary Science, pages 301-313, Springer, 2013. doi: 10.1007/978-3-642-30209-1_21.
[10] P. Hachaj and M.Tutro. Flow patterns for dryling and wetting of a retention reservoir bed –umerical modeling. I nfrastructure and Ecology of Rural Areas, IV(3):1407-1419, 2014. doi: 10.14597/infraeco.2014.4.3.106.
[11] P. S. Hachaj, M. Szlapa and M. Tutro. Numerical modeling of sub-glacial flow in a retention reservoir. Technical Transactions; Environment Enginering, 1-S(18):37-51, Cracow University of Technology, 2015. doi: 10.4467/2353737XCT.15.182.4387.
[12] A. Bojarski, Z. Gręplowska and E. Nachlik. Goczałkowice Reservoir. Cause and effect DPSIR analysis of processes and important phenomena from the viewpoint of managing dam reservoir. Cracow University of Technology, Monograph No. 420. 2012. (in Polish).
[13] K. Witek. Water flow simulations in the Tresna reservoir using the AdH numerical model. B.Eng. Thesis, Cracow University of Technology, Poland, 2013. (in Polish).
[14] A. Saggio and J. Imberger. Mixing and turbulent fluxes in the metalimnion of stratified lake. Limnology and Oceanography, 46(2):392-409, 2001.
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Authors and Affiliations

Paweł S. Hachaj
1
Monika Szlapa
1

  1. Institute of Water Engineering and Water Management, Cracow University of Technology, Poland
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Abstract

The paper presents the way of water quality improvement in storage reservoirs, using pre-dams with plant filters. Pre-dams, built above the main reservoirs, reduce the inflow of pollutants transported by the river and take over most of biochemical processes responsible for eutrophication of the stored water. As a result, water flowing to the main reservoir contains smaller loads of pollutants. The above-mentioned method is more economic, requires relatively short construction time and is less laborious than generally used methods of surface water protection. It is specially recommended to improve the quality of water in small reservoirs, where quick silting and eutrophication occur. Proper functioning of pre-dams depends on proper selection of their parameters, such as: water storage time, water flow velocity, filling depth and type of plant filters. The authors estimated the effectiveness of a pre-dam reservoir situated above the main reservoir in Mściwojów on the Wierzbiak River. The pre-dam reservoir consists of a three-chamber sediment tank and three chambers with plant barriers. The purpose of the chambers is to decrease the quantity of sediments, the biogenie substances and other pollutants carried with water flowing to the main reservoir. Research carried out during the period 2000-2001 showed that pre-dams significantly contributed to the improvement of the water quality in the main reservoir - nitrates were eliminated in ca 65% and phosphates in ca 52%.
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Authors and Affiliations

Włodzimierz Czamara
Alicja Czamara
Mirosław Wiatkowski
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Abstract

The paper presents in form of a case study the results of 10-year long hydro-chemical studies on the Korzeń stream on which the “Skrzyszów” small storage reservoir was built. Studies aimed at evaluating the impact of the reservoir on the surface water quality in a Flysch stream. The basis for the analysis was results of 21 hydro-chemical water quality parameters, from the following groups of indicators: physical and acidity, oxygen and organic pollution, biogenic, salinity, metals. Indicators were determined in one-month intervals in two periods: 2005–2009 (before the reservoir was built) and 2015–2019 (after the reservoir was built). Obtained results were subjected to a statistical analysis. The trend analysis of changes was performed using the Mann–Kendall test or the seasonal Kendall test; significance of differences between indicator values from two periods was evaluated using the nonparametric Mann– Whitney U test. Results of analysis showed significant change trends of water quality parameters, in case of total iron concentration the trend was downward in both periods. Statistically significant differences between the values of definite majority of indicators were found in two analysed periods, indicating both favourable and unfavourable impact of the reservoir on water quality in the stream. Construction of the storage reservoir resulted in a significant change of physical and chemical indicators of water flowing in the stream. Random variation dynamics as well as tendencies and trends of changes over time have changed. In addition to modifying the stream hydro-chemical regime, the reservoir also affected the social and natural conditions.
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Authors and Affiliations

Wioletta Fudała
1
ORCID: ORCID
Andrzej Bogdał
1
ORCID: ORCID
Tomasz Kowalik
1
ORCID: ORCID

  1. University of Agriculture in Krakow, Faculty of Environmental Engineering and Land Surveying, Department of Land Reclamation and Environmental Development, Al. Mickiewicza 24, 30-059 Kraków, Poland

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