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2018 | 27 | 2 |

Tytuł artykułu

The efficiency of a simple stabilization structure in a water reservoir

Warianty tytułu

Języki publikacji

EN

Abstrakty

EN
The Osada Recreation Area on the left bank of Brno Valley Dam (Czech Republic) represents a location that is extremely affected by the abrasion process due to a combination of adverse factors (fetch related to the dominant wind speed and direction over the water surface causing wave motion, the geological structure and morphology of banks, boat traffic). Our research focused on confirming the hypothesis that properly designed low-cost biotechnical structures can contribute to the active stabilization of a bank under special protection status. The hypothesis was verified by the method of wave train analysis (to prove wave height reduction) and spectral analysis (to prove wave energy dissipation due to breaking) of synchronized data collection of wave motion. The records of water surface motion were taken with the aid of electronic devices on the windward and leeward sides of the structure specifically assembled for the purposes of our research. Comparing the results of both sensors proved the effect of the stabilizing structure (double willow wattling) consisting in wave height and peak spectral energy density reduction. The leeward values decreased to approximately half the windward values due to the process of waves passing through the structure and energy dissipation.

Słowa kluczowe

Wydawca

-

Rocznik

Tom

27

Numer

2

Opis fizyczny

p.793-799,fig.,ref.

Twórcy

autor
  • Faculty of Forestry and Wood Technology, Mendel University in Brno, Zemedelska 3, 613 00 Brno, Czech Republic
autor
  • Faculty of Forestry and Wood Technology, Mendel University in Brno, Zemedelska 3, 613 00 Brno, Czech Republic
autor
  • Faculty of Forestry and Wood Technology, Mendel University in Brno, Zemedelska 3, 613 00 Brno, Czech Republic
autor
  • Faculty of Forestry and Wood Technology, Mendel University in Brno, Zemedelska 3, 613 00 Brno, Czech Republic
autor
  • Faculty of Forestry and Wood Technology, Mendel University in Brno, Zemedelska 3, 613 00 Brno, Czech Republic
autor
  • Faculty of Forestry and Wood Technology, Mendel University in Brno, Zemedelska 3, 613 00 Brno, Czech Republic
autor
  • Faculty of Regional Development and International Studies, Mendel University in Brno, trida Generala Píky 2005/7, 613 00 Brno, Czech Republi

Bibliografia

  • 1. ŠLEZINGR M. Stabilisation of reservoir banks using an “armoured earth structure”. Journal of Hydrology and Hydromechanics, 55, 64, 2007.
  • 2. BABANIN A. Breaking and dissipation of ocean surface waves. Cambridge University Press, New York, 2011.
  • 3. CHEN G.-Y, WU C.-L., WANG Y.-H. Interface depth used in a two-layer model of nonlinear internal waves. Journal of Oceanography, 70, 329, 2014.
  • 4. HSIEH C.-M., HWANG R.R., HSU J. R.-C., CHENG M.-H. Numerical modelling of flow evolution for an internal solitary wave propagating over a submerged ridge. Wave Motion, 55, 48, 2015.
  • 5. JANNO J., ŠELETSKI A. Reconstruction of coefficients of higher order nonlinear wave equations by measuring solitary waves. Wave Motion, 52, 15, 2015.
  • 6. COASTAL ENGINEERING RESEARCH CENTER. Shore protection manual. 4th ed., U.S. Government Printing Office, Washington, D.C., 1984.
  • 7. WORLD METEOROLOGICAL ORGANIZATION. Guide to wave analysis and forecasting. 2nd ed., WMO No. 702, Geneva, Switzerland, 1998.
  • 8. IAHR. List of Sea State Parameters. Intl. Assoc. Hydr. Res., Suppl. to Bull. No. 52, Brussels, 1986.
  • 9. U.S. ARMY CORPS OF ENGINEERS. Coastal engineering manual. Engineer Manual 1110-2-1100, I-VI, Washington, D.C., 20022011.
  • 10. UNMZ. ČSN 75 0255 Calculation of wave effects on hydrotechnic structures on water reservoirs. Institute for Technology Standardization, Metrology and State Testing, Praha, 1987 [In Czech].
  • 11. MELOUN M., MILITKÝ J. Statistical analysis of experimental data. Praha: Academia, The Academy of Sciences of the Czech Republic, 2004 [In Czech].
  • 12. PELIKÁN, P., KOUTNÝ, L. Hindcast of Wind Driven Wave Heights in Water Reservoirs. Soil and Water Research, 11 (3), 205, 2016.
  • 13. HASSELMANN K., BARNETT T.P., BONWS E., CARLSON H., CARTWRIGHT D.C., ENKE K., EWING J., GIENAPP H., HASSELMANN D.E., KRUSEMAN P., MEERBURG A., MULLER P., OLBERS D.J., RICHTER K., SELL W., WALDEN H. Measurements of wind-wave growth and swell decay during the Joint North Sea Wave Project (JONSWAP). Deutsches Hydrographisches Institut, Hamburg, 1973.
  • 14. KARAMI H., BASSER H., ARDESHIR A., HOSSEINI S. H. Verification of numerical study of scour around spur dikes using experimental data. Water and Environment Journal, 28, 124, 2014.
  • 15. WANG H., ZHANG Z., SONG D., ZHOU Y. AND LIU X. Water and sediment transport mechanisms in a large riverconnected lake. Water and Environment Journal, 29, 391, 2015.
  • 16. PELIKÁN P. The effect of shore abrasion on the transformation of the bank of water reservoirs. [Ph.D. Thesis.] Mendel University in Brno, Faculty of Forestry and Wood Technology, Brno, 2013 [In Czech].
  • 17. UHMANNOVÁ H., SMELÍK L. Methods for determination of grain size curves. Journal of Landscape Management, 5, 56, 2014.
  • 18. KUBINSKÝ D., WEIS K., FUSKA J., LEHOTSKÝ M., PETROVIČ F. Changes in retention characteristics of 9 historical artificial water reservoirs near Banská Štiavnica, Slovakia. Open Geosciences, 7, 880. ISSN 2391-5447, 2015.
  • 19. JUNÁKOVÁ N., KLEŠČOVÁ Z., GERGELOVÁ M. Prediction of siltation process in reservoirs. Journal of Landscape Management, 5, 7, 2014.
  • 20. ŠINKA K., KALETOVÁ T. Determining the characteristics of direct runoff from real rain using GIS environment. Acta Horticulturae et Regiotecturae, 16, 48, 2013

Typ dokumentu

Bibliografia

Identyfikatory

Identyfikator YADDA

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