Filtration Bypassing Retaining Hydraulic Structures

Concrete dams that are part of river waterworks are integrated with earthworks or with banks using coastal abutments. If the soil of cost or earthen dam is permeable, then in the zone of contiguity water filtration occurs around the coastal abutment. Calculation of filtration bypassing the coastal abutment at specified water levels in the upper and lower pools is performed with the aim of constructing an encircling curve of depression and determining a gradient of filtration flow that controls the filtration strength of the soil beyond the abutment. This problem has no theoretical solutions – in view of its complexity, approximate calculation methods have been developed for individual calculation schemes. For the case when the soil behind the coastal abutment is homogeneous and isotropic, groundwater inflow from the coast is absent or insignificant and can be neglected, and the coastal abutment is located on a water bed and approximate methods by V. P. Nedrigi and R. R. Chugaeva are proposed in the paper. The experience of surveying a number of Belarusian hydropower stations has shown that the absence of a justified prediction pertaining to the position of groundwater levels beyond the estuary leads to a decrease in the strength and stability of the coastal abutment and its possible destruction. An experimental verification of the approximate method for calculation filtration bypassing the coastal abutment developed by R. R. Chugaev has been carried out in laboratory conditions. According to the obtained experience a depression curve encircling the abutment has been constructed which show good agreement between experimental and calculated data that allows to use this method for reasonable design of coastal abutment structures ensuring their reliable operation.

1. Bogoslavchik P. M., Kruglov G. G. (2018) Design and Calculations of Hydraulic Structures. Minsk, Vyshayshaya Shkola Publ. 367 (in Russian).

2. Investigation of Technical Condition of Waterworks Facilities at the Zaslavskoye Reservoir. Minsk, 2013. 76 (in Russian).

3. Kruglov G. G., Linkevich N. N. (2015) Results of Field Surveys on Hydraulic Structures of the Zaslavskoye Reservoir and Measures to Prevent their Destruction by Filtration Flow. Melioratsiya [Melioration], 73 (1), 160–165 (in Russian).

4. Linkevich N. N., Nesterov M. V. (2019) Operation of Hydraulic Structures. Minsk, Publishing House of Data Processing Centre of Ministry of Finance. 520 (in Russin).

5. Ivashechkin V. V., Veremenyuk V. V., Kruglov G. G., Linkevich N. N., Murashko O. A., Nedashkovskaya I. V. (2017) Hazard Assessment of the Teterinsky Reservoir on the Drute River of the Kruglyansky District of the Mogilev Region. Vestnik Universiteta Grazhdanskoi Zashchity MChS Belarusi = Journal of Civil Protection, (1), 62–71 (in Russian).

6. Nedriga V. P. (1983) Hydraulic Works: Designer’s Handbook. Moscow, Stroyizdat Publ. 543 (in Russian).

7. Chugaev P. P. (1974) Underground Circuit of Hydraulic Structures. Leningrad, Energiya Publ. 237 (in Russian).

8. Kruglov G. G., Medvedeva Yu. A. (2019) Hydrotechnical Structures. Laboratory Practice. Minsk, Vyshayshaya Shkola Publ. 109 (in Russian).

9. Bogoslavchik P. M., Bogdanovich M. I., Gatillo S. P., Kruglov G. G., Linkevich N. N. (2006) Hydrotechnical Structures of Complex Waterworks. Minsk, Belarusian National Technical University. 585 (in Russian).

10. Bogoslavchik P. M., Kruglov G. G. (2010) Hydraulic Structures of Thermal Power Plants and Nuclear Power Plants. Minsk, Vyshayshaya Shkola Publ. 270 (in Russian).

11. TKP 45-3.04-150–2009 (02250) Dams from Soil Materials. Building Design Standards. Minsk, Publishing House of Ministry of Architecture and Construction, 2010. 54 (in Russian).