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Comparative Assessment of Different Modelling Schemes and Their Applicability to Inland Small Reservoirs: A Central Europe Case Study

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  • Petr Pelikán

    (Department of Landscape Management, Faculty of Forestry and Wood Technology, Mendel University in Brno, Zemědělská 3, 61300 Brno, Czech Republic)

  • Věra Hubačíková

    (Department of Applied and Landscape Ecology, Faculty of AgriSciences, Mendel University in Brno, Zemědělská 1, 61300 Brno, Czech Republic)

  • Tatiana Kaletová

    (Department of Water Resources and Environmental Engineering, Faculty of Horticulture and Landscape Engineering, Slovak University of Agriculture in Nitra, Hospodárska 7, 94976 Nitra, Slovakia)

  • Jakub Fuska

    (Department of Water Resources and Environmental Engineering, Faculty of Horticulture and Landscape Engineering, Slovak University of Agriculture in Nitra, Hospodárska 7, 94976 Nitra, Slovakia)

Abstract

Sustainable landscape management involve also water reservoir management. The demand of their reconstruction represents a good opportunity for redesigning hydrotechnical structures and their parameters using recent methods and models. The estimation of wind-driven waves on small water reservoirs and their effects on water reservoir structures rarely are applied, although it is an important part of the dam height calculation. The analysis of wave run-up on the upstream face of the dam was performed by means of the Slovak Technical Standard (STN), Coastal Engineering Manual (CEM), Shore Protection Manual (SPM) and model designed by American Society of Agricultural and Biological Engineers (ASABE). The estimations of the wave characteristics differ depending on the model; wave height ( H 13% ) within the range 0.32–0.56 m, wave period 1.32–2.11 s and run-up ( R 2% ) 0.84–1.68 m under conditions of design wind speed 25 m·s −1 . Results obtained by CEM, SPM models predict lower values than STN and ASABE models. Since the height difference between the dam crest and still water level in the reservoir is only 0.90 m, we can expect overtopping of the crest by waves after the critical wind speed is exceeded.

Suggested Citation

  • Petr Pelikán & Věra Hubačíková & Tatiana Kaletová & Jakub Fuska, 2020. "Comparative Assessment of Different Modelling Schemes and Their Applicability to Inland Small Reservoirs: A Central Europe Case Study," Sustainability, MDPI, vol. 12(24), pages 1-14, December.
    • Handle: RePEc:gam:jsusta:v:12:y:2020:i:24:p:10692-:d:465982
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    References listed on IDEAS

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    1. Xue Zhong & Xiaohui Jiang & Leilei Li & Jing Xu & Huanyu Xu, 2020. "The Impact of Socio-Economic Factors on Sediment Load: A Case Study of the Yanhe River Watershed," Sustainability, MDPI, vol. 12(6), pages 1-18, March.
    2. Omar Farrok & Koushik Ahmed & Abdirazak Dahir Tahlil & Mohamud Mohamed Farah & Mahbubur Rahman Kiran & Md. Rabiul Islam, 2020. "Electrical Power Generation from the Oceanic Wave for Sustainable Advancement in Renewable Energy Technologies," Sustainability, MDPI, vol. 12(6), pages 1-23, March.
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    1. Milan Daus & Katharina Koberger & Kaan Koca & Felix Beckers & Jorge Encinas Fernández & Barbara Weisbrod & Daniel Dietrich & Sabine Ulrike Gerbersdorf & Rüdiger Glaser & Stefan Haun & Hilmar Hofmann &, 2021. "Interdisciplinary Reservoir Management—A Tool for Sustainable Water Resources Management," Sustainability, MDPI, vol. 13(8), pages 1-21, April.

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