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Abstract

The environmental assessment of the surface water quality of the Western Bug River has been made using the system of classification quality of land surface water of Ukraine in accordance with the approved methodology, which allows comparing water quality of separate areas of water objects of different regions. The calculation of the environmental as-sessment of water quality has been carried according to three blocks: block of salt composition, block of trophic and sapro-bic (ecological and sanitary) indicators and block of indicators of content of specific toxic substances. The results are pre-sented in the form of a combined environmental assessment, based on the final conclusions of the three blocks and consists in calculating the integral ecological index. Comprehensive studies of changes in the water quality of the Western Bug Riv-er have been conducted within the territory of Ukraine for a long-term period. The water quality of the river on the final values of the integral indicators of the ecological condition corresponded mainly to 4nd category of the 3rd class – the wa-ter is “satisfactory” by condition and “little polluted” by degree of purity (except for points of observation that located within the Volyn region, where the water quality corresponded to 3rd category and the 2nd class. It is “good” by condition and “fairly clean” by the degree of purity). Visualization and part of the analysis are performed using GIS technologies in the software of the ArcGIS 10.3.

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Authors and Affiliations

Igor Gopchak
Tetiana Basiuk
Ihor Bialyk
Oleg Pinchuk
Ievgenii Gerasimov
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Abstract

The situation when groundwater considerably rises above the “normal” level, water intake, lowering of groundwater levels and other relevant practical tasks require the drainage facilities. The most effective techniques of numerical studies of the corresponding boundary problems at present time are methods of dealing with inverse boundary value problems (conformal and quasi-conformal mappings). As basis of this research we used the case of combining the fictitious domain methods with quasi-conformal mappings of the solution of nonlinear boundary value problems for the calculation of filtra-tion regimes in environments with free boundary areas (depression curves) and zones of “mountainous” areas. This paper reviews the stationary issue of flat-vertical stationary non-pressure liquid filtration to horizontal symmetric drainage. In the paper a practical methodology for solving boundary value problems on conformal mappings is suggested for the calculation of the filtration process in the horizontal symmetrical drainage. The idea of block iterative methods was used during the creation of the corresponding algorithm which is based on the alternating “freeze” of the anticipated conformance parameter, the internal and boundary connections of the curvilinear area. The results of the conducted numerical calculations confirmed the effectiveness of the suggested problem formulations and algorithms of their numerical solution and the possibility of their use in the modelling of nonlinear filtration processesoccurring in horizontal drainage systems, as well as in the design of drainage facilities and optimizing other hydrosystems. Therefore these results are of great importance.

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Authors and Affiliations

Andrii Bomba
Mykola Tkachuk
Volodymyr Havryliuk
Ruslan Kyrysha
Ievgenii Gerasimov
Oleg Pinchuk
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Abstract

The article considers issues of ensuring sustainable agricultural production by increasing reliability of an irrigation sys-tem and water security. The article describes results of hydraulic tests performed at the water outlet with a vertical move-ment valve member. Resistance coefficients and hydrodynamic effects at the water outlet were determined experimentally. The study devel-oped a method for calculating hydromechanical transient processes in the water outlet at the stop and start of the pump. The paper substantiates the new construction of a water outlet facility with a vertical displacement of the breakdown valve. Such a design better corresponds to peculiarities of the operation of pumping stations and, if there are water pipes of considerable diameter, it has a positive effect on transition hydrodynamic processes by reducing the number of failures and downtime by up to 10%.
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Bibliography

ALTSHUL A.D., KISELEV P.G. 1975. Gidravlika i aerodinamika (Osnovy mekhaniki zhidkosti) [Hydraulics and aerodynamics (Fundamentals of fluid mechanics]. 2nd ed. revised and enlarged. Moscow. Stroiizdat pp. 327.
ANDRIIASHEV M.M. 1979. Gidravlicheskiye raschety oborudovaniya vodovodov [Hydraulic calculations of water pipelines]. Moscow. Stroiizdat pp. 104.
ARSHENEVSKII N.N., POSPELOV B.B. 1980. Perekhodnye protsessy krupnykh nasosnykh stantsii [Transition processes of large pumping stations]. B-ka gidrotekhnika i gidroenergetika. Iss. 66. Moscow. Energiya pp. 112.
BASHTA T.M., RUDNEV S.S., NEKRASOV B.B., BAYBAKOV O.V., KIRILLOVSKY YU.L. 1970. Gidravlika, gidravlicheskiye ma-shiny i gidravlicheskiye privody: Uchebnik dlya mashinostroitel’nykh vuzov [Hydraulics, hydraulic machines and hydraulic drives: Mechanical engineering college and university textbook]. Moscow. Mashinostroyeniye pp. 504.
BOGOMOLOV A.I., MIKHAILOV K.I. 1972. Gidravlik: Uchebnik dlya vuzov. [Hydraulic technician: College and university textbook]. 2nd ed. revised and enlarged]. Moscow. Stroiizdat pp. 648.
BOL’SHAKOV V.A. (ed.) 1977. Spravochnik po gidravlike [Reference book on hydraulics]. Kyiv. Vyshcha shkola pp. 320.
BRONSHTEIN I.N., SEMENDYAEV K.A. 1962. Spravochnik po matematike dlya inzhenerov i uchashchikhsiya vuzov [Reference textbook on mathematics for engineers and college or university students]. Moscow. Gosudarstvennoye izdatel'stvo fiziko-matematicheskoy literatury pp. 608.
CHEBAYEVSKIY V.F., RYCHAGOV V.V., VISHNEVSKIY K.P., TRET'YAKOV A.A. 1982. Proektirovaniye nasosnykh stantsii i ispytaniye nasosnykh ustanovok [Designing pumping stations and testing pump units]. 3rd ed. revised and enlarged. Moscow. Kolos pp. 320.
CHUGAYEV R.R. 1975. Gidravlika (Tekhnicheskaya mekhanika zhidkosti): Uchebnik dlya vuzov [Hydraulics (technical fluid mechanics): College and university textbook]. Leningrad. Energiya pp. 600.
GAVRILENKO B.A., MININ V.A., ROZHDESTVENSKII S.N. 1968. Gidravlicheskii privod [Hydraulic drive]. Moscow. Mashinostroyeniye pp. 502.
HERASYMOV H.H. 1993. Perekhidni protsesy v nasosnykh ustanovkakh z poplavkovymy vodovypuskamy [Transient processes in pumping plants with floating water outlets]. Hidromelioratyvne ta hidrotekhnichne budivnytstvo. Resp. Mizhvidomchyi n.-t. zb. No. 20 p. 57–63.
HERASYMOV H.H., BURDIUZHA P.D. 1981. Vodovypusk. A. s. No. 1086061 A SSSR, E 02 V 9/06. [Water outlet. Archived File No. 1086061 A USSR, E 02 V 9/06.] No. 3296804/29-15. Registered on February 22, 1981. Published on April, 15, 1984. Bulletin No. 141 p. 3.
IDELCHIK I.E. 1954. Gidravlicheskiye soprotivleniya (fiziko-mekhanicheskiye osnovy) [Hydraulic resistance (Physical and mathematical fundamentals)]. Moscow–Leningrad: Gosenergoizdat pp. 316.
IDELCHIK I.E. 1975. Spravochnik po gidravlicheskim soprotivleniyam [Reference book on hydraulic resistances]. 2nd ed. revised and enlarged. Moscow. Mashinostroyeniye pp. 559.
JONES G.M., SANKS R.L., TCHOBANOGLOUS G., BOSSERMAN B.E. 2008. Pumping station design. 2nd ed. Butterworth-Heine-mann. ISBN 978-1-85617-513-5 pp. 1104. DOI 10.1016/b978-1-85617-513-5.x5001-x. KARELIN V.YA., NOVODEREZHKIN R.A. 1980. Nasosnye stantsii gidrotekhnicheskikh sistem s osevymi i diagonal’nymi nasosami [Pumping stations of hydrotechnical systems with axial-flow and angular-flow pumps]. Moscow. Energiya pp. 288. KAY M. 2008. Practical hydraulics. 2nd ed. Taylor and Francis. ISBN 978-0415351157 pp. 272.
KONDRATYEV V.N., SKOSAREV E.V., CHIBISOV I.T., SHAVARIN V.N. 1976. Proektirovanie sifonnykh vodovypuskov dlya nasosnykh stantsii [Designing siphon water outlets for pumping stations]. Gidrotekhnicheskoe stroitel’stvo. No. 1 p. 54–56.
KONDRATYEVA T.F. 1976. Predokhranitel’nye klapany [Safety valves]. 2nd ed. revised and enlarged. Leningrad. Mashinostroyeniye pp. 232.
KOVALENKO P.I., TUGAI A.M. 1974. Meliorativnyye gidrotekhnicheskiye sooruzheniya [Ameliorative hydraulic facilities]. Kiev. Budivel’nik pp. 123.
KURGANOV A.M., FEDOROV N.F. 1978. Spravochnik po gidravlicheskim raschetam sistem vodosnabzheniya i kanalizatsii [Reference book on hydraulic calculations of the water supply and sewerage systems]. 2nd ed. revised and enlarged. Leningrad. Stroiizdat pp. 424.
MIKHAILOV I.E., ZOLOTUKHIN V.I. 1977. Vliianiye vysoty vodozabornykh otverstii bashennykh vodopriyemnikov na poteri napora [Influence of the height of water inlets of the tower water intakes on pressure loss]. Gidrotekhnicheskoye stroitel’stvo. No. 2 p. 27–28.
MIKHAILOV I.E., ZOLOTUKHIN V.I. 1978. Vybor form i razmerov bashennykh vodopriyemnikov [Selection of shapes and sizes of tower water intakes]. Gidrotekhnicheskoe stroitel’stvo. No. 2 p. 24–27.
NOVAK P., MOFFAT A.I.B., NALLURI C., NARAYANAN R.A.I.B. 2007. Hydraulic structures. 4th ed. Taylor and Francis. ISBN 0-203-96463-2 pp. 736.
PEPLOV E.E., KOKAYA N.V. 1956. Zatvor s vozdushnoi kameroi [Air shutter]. Gidrotekhnika i melioratsiya. No. 6 p. 37–41.
PLESEVIČIUS P.I. 1974. Vliyaniye vysoty pod"yema tareli na gidravlicheskoye soprotivleniye armatury zapornykh klapanov truboprovodov sudovykh sistem [Impact of the height of plate lifting on the hydraulic resistance of valve members of marine systems’ pipelines]. Trudy Leningradskogo korablestroitel’nogo instituta. No. 94 p. 74–84.
SHOMAYRAMOV M., NORKULOV B., RAKHMANOV J., TADJIYEVA D., SUYUNOV J. 2019. Experimental researches of hydraulic vacuum breakdown devices of siphon outlets of pumping stations. In: Construction the Formation of Living Environment. XXII International Scientific Conference (FORM-2019). Tashkent, Uzbekistan. Eds. A. Volkov, A. Pustovgar, T. Sultanov, A. Adamtsevich. E3S Web Conf. 97 05009. DOI 10.1051/e3sconf/20199705009.
SLISSKII P.M. 1974. Gidravlicheskiye raschety napornykh orositel’nykh sistem s regulirovaniyem po nizhnemu befu [Hydraulic calculations of pressure irrigation systems with downstream control]. Trudy Moskovskogo energeticheskogo instituta. No. 203 p. 134–139.
SLISSKIY S.M. 1970. Gidravlika zdanii gidroelektrostantsii [Hydraulics of hydroelectric power station premises]. Moscow. Energiya pp. 424.
STEPANOV P.M., OVCHARENKO I.KH., SKOBELTSYN YU.A. 1984. Spravochnik po gidravlike dlya melioratorov [Reference textbook on hydraulics for irrigation engineers]. Moscow. Kolos pp. 207.
SURIN A.A. 1946. Gidravlicheskii udar v truboprovodakh i bor’ba s nim [Water hammer in pipelines and combatting it]. Moscow. Transzheldorizdat pp. 372.
TSUKANOVA E.A., BARZHANSKII E.E. RAKHMANOV ZH.R. 1975. Opredeleniye koeffitsientov poter tsilindricheskikh klapanov [Determination of loss coefficients for cylindrical valves]. Mekhanika mashinostroyeniya. No. 49 p. 77–84. VALIPOUR M. 2017. Global experience on irrigation management under different scenarios. Journal of Water and Land Development. No. 32 p. 95–102. DOI 10.1515/jwld-2017-0011.
VIL'NER YA.M., KOVALEV YA.T., NEKRASOV B.B. 1976. Spravochnoye posobiye po gidravlike, gidromashinam i gidroprivodam [Reference textbook on hydraulics of hydraulic machines and hydraulic drives]. Ed. B.B. Nekrasov. Minsk. Vysheishaya shkola pp. 419
YUREV A.S. 2001. Spravochnik po raschetam gidravlicheskikh i ventiliatsionnykh sistem [Reference textbook on calculations for hydraulic and ventilation systems]. Ed. A.S. Yurev. Saint Petersburg. ANO NPO Mir i semya. ISBN 5-94365-022-9 pp. 1154
ZAKHAROV O.V., KARELIN V.YA., NOVODEREZHKIN R.A. 1976. Opyt ekspluatatsii krupnykh osevykh nasosov na magistral’nykh kanalakh [Experience of operating large axial pumps on major supply channels]. Gidrotekhnicheskoye stroitel’stvo. No. 8 p. 20–24.
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Authors and Affiliations

Ievgenii Gerasimov
1
ORCID: ORCID
Henrikh Herasymov
1
ORCID: ORCID
Oleg Pinchuk
1
ORCID: ORCID

  1. National University of Water and Environmental Engineering, 11 Soborna St., 33028 Rivne, Ukraine
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Abstract

Monitoring of surface waters within the transboundary section of the Western Bug River showed, that during 2014–2018, a significant excess of the maximum permissible concentration (MPC) was observed for some substances for fish ponds. As a result of this, the water in the river for these substances was rated as “dirty” in terms of purity and correspond-ed to water quality class IV, namely: phosphorus was observed to exceed the MPC at the observation point Ambukіv vil-lage in 2015 (9.7 times), for manganese – an excess of the MPC at the observation point Ambukіv village in 2018 (9.7 times) and in point Zabuzhzhia village in 2014 (7.9 times), 2015 (8.0 times), 2017 (7.1 times), 2018 (8.3 times); for the total iron – the exceeding of MPC at the observation point Ambukіv village in 2016 (5.95 times) and 2017 (6.13 times); at the observation point Ustilug town in 2016 (5.23 times); in the observation point Zabuzhzhia village in 2016 (9.44 times) and 2017 (5.27 times). The assessment of the surface waters based on the determination of the pollution factor showed that during the study period their quality did not deteriorate but did not meet the norms. In general, surface waters of the river correspond to the second class of quality and are characterized as “poorly polluted” waters by the level of pollution.

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Authors and Affiliations

Igor Gopchak
Andrii Kalko
Tetiana Basiuk
Oleg Pinchuk
ORCID: ORCID
Ievgenii Gerasimov
ORCID: ORCID
Oksana Yaromenko
Viktor Shkirynets
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Abstract

The presence of water, food and energy crises, both at the global and regional levels, as well as their deterioration under conditions of climate change, with an insufficient level of technical condition of existing irrigation systems, increase the strategic importance of irrigation as the guarantor of the agricultural sector sustainable development.
This makes it necessary to increase, foremost, energy and overall (technical, technological, economic, and environmental) efficiency of the closed irrigation network of irrigation systems. In this regard, the complex that includes organisational-technological, technical, and resource-saving groups of measures was developed. Estimation of energy and overall efficiency of the closed irrigation network of irrigation systems at the implementation of developed complex were executed on the example of the agricultural enterprise located in the Petropavlovsk district of the Dnipropetrovsk region of Ukraine. For this purpose, machine experiment based on a use of the set of optimisation, forecasting and simulation models was implemented, including the model of climatic conditions, the model of water regime and water regulation technologies, as well as the model of crop yields on reclaimed lands.
According to the obtained results, established that implementation of the complex reduces the consumption of irrigation water by 2.2–30.7% and electricity consumption by 12.9–38.2%. The rate of specific costs decreases from 1.6 to 1.32–1.47, and the coefficient of environmental reliability increases by 5.6–16.7%. At the same time, the profitability index increases from 1.07 to 1.75–2.57, and the discounted payback period decreases from 18 to 8–5 years.
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Authors and Affiliations

Pyotr Kovalenko
1
ORCID: ORCID
Anatoliy Rokochynskiy
2
ORCID: ORCID
Ievgenii Gerasimov
2
ORCID: ORCID
Pavlo Volk
2
ORCID: ORCID
Nataliia Prykhodko
2
ORCID: ORCID
Ruslan Tykhenko
3
ORCID: ORCID
Ivan Openko
3
ORCID: ORCID

  1. Institute of Water Problems and Melioration of the National Academy of Agrarian Sciences of Ukraine, Ukraine, Vasylkivska St, 37, 03022, Kyiv, Ukraine
  2. National University of Water and Environmental Engineering, Rivne, Ukraine
  3. National University of Life and Environmental Sciences of Ukraine, Kyiv, Ukraine
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Abstract

The article discusses the option for the application of the methodology for the solution of boundary value problems on the conformal mapping for the calculation of filtration process in the horizontal systematic drainage, provided that the drain is installed at a different depth. In particular, the case of methods combining fictitious areas and quasiconformal mappings for solving nonlinear boundary conditions problems for calculating filtration regimes in soils with free sections of boundaries (depression curves) and intervals of the “drainage” type. As an example, the authors designed a hydrodynamic flow grid, determined the values of the flows to the drain, established a section line and elicited other process characteristics. The algorithm for the numerical solution of model nonlinear boundary conditions problems of quasiconformal reflection in areas bounded by two equipotential lines and two flow lines, when for one of the sections, the boundary is an unknown (free) curve with fixed and free ends. The conducted numerical calculations prove that the problems and algorithms of their numerical solution, with a relatively small iterations number (k = 141) suggested in the paper, can be applied in the simulation of nonlinear filtration processes that arise in horizontal drainage systems. Total filtration flow obtained Q = 0.9 dm3·s–1; flow for drains Q1 = 0.55 dm3·s–1 and Q2 = 0.35 dm3·s–1 are quite consistent with practically determined values.
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Authors and Affiliations

Volodymyr Havryliuk
1
ORCID: ORCID
Andrii Bomba
2
ORCID: ORCID
Oleg Pinchuk
2
ORCID: ORCID
Ievgenii Gerasimov
2
ORCID: ORCID
Serhii Klimov
2
ORCID: ORCID
Mykola Tkachuk
2
ORCID: ORCID
Vasyl Turcheniuk
2
ORCID: ORCID

  1. Rivne State University of Humanities, Rivne, Ukraine
  2. National University of Water and Environmental Engineering, Rivne, 11 Soborna St., 33028, Ukraine

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