Calculation of effective hydraulic parameters of concrete irrigation canals

• Autorzy: Fatxulloyev Alisher , Rakhimov Qudratjon , Allayorov Davronjon , Samiev Luqmon , Otakhonov Makhsud

Identyfikatory

DOI

10.24425/jwld.2023.143739

• Języki publikacji: EN

Abstrakty

EN

When taking water from pre-mountain rivers, for transferring of large amounts of river sediments, rich in mineral fertilizers, along with water to crop fields through irrigation networks requires high sediment transport capacity and deformation resistance from irrigation networks. The projecting and construction of irrigation canals with these features in the foothills requires concreting the canal. The high content of river sediments in the Sokh River (5 kg∙m^-3) and the low efficiency of the Right Bank Irrigation Reservoir (10-15%) require high hydraulic efficiency of water intake canals from this system. The main challenge is to reduce costs in concreted canals and ultimately ensure technical superiority. In the research were used generally accepted research methods in hydraulics, in particular field research and consequently, mathematical analysis. Kokandsay, Kartan and Bachkir irrigation canals were accepted as the object of research, the canals were designed on the basis of the best hydraulic section, the canal side slope was taken as a variable parameter and the technical and economic efficiency was checked using computer software. As a result, it was found that the consumption of concrete raw material for 1 running meter can save 0.2-0.3 m³, depending on the adoption of the canal side slope, the acceptance of the slope of the canal wall at values 1-1.5 will increase up to sedimentation 10%.

Słowa kluczowe

EN

canal bottom relative width; concrete canal; irrigation canal; sediment transport capacity; sedimentation tank; best hydraulic section; trapezoidal shape

• Wydawca: Wydawnictwo ITP
• Czasopismo: Journal of Water and Land Development
• Rocznik: 2023
• Tom: no. 56
• Strony: 14--20
• Opis fizyczny: Bibliogr. 33 poz., fot., rys., tab., wykr.

Twórcy

autor

Fatxulloyev Alisher

• “Tashkent Institute of Irrigation and Agricultural Mechanization Engineers” National Research University, Faculty of Hydromelioration, st. Kori Niyazov 39, Tashkent, Uzbekistan

• https://orcid.org/0000-0002-9813-1513

autor

Rakhimov Qudratjon

• “Tashkent Institute of Irrigation and Agricultural Mechanization Engineers” National Research University, Faculty of Hydromelioration, st. Kori Niyazov 39, Tashkent, Uzbekistan

• https://orcid.org/0000-0002-6513-8807

autor

Allayorov Davronjon

• “Tashkent Institute of Irrigation and Agricultural Mechanization Engineers” National Research University, Faculty of Hydromelioration, st. Kori Niyazov 39, Tashkent, Uzbekistan

• https://orcid.org/0000-0002-1745-6907

autor

Samiev Luqmon

• “Tashkent Institute of Irrigation and Agricultural Mechanization Engineers” National Research University, Faculty of Hydromelioration, st. Kori Niyazov 39, Tashkent, Uzbekistan

• https://orcid.org/0000-0003-4491-3752

autor

Otakhonov Makhsud

• “Tashkent Institute of Irrigation and Agricultural Mechanization Engineers” National Research University, Faculty of Hydromelioration, st. Kori Niyazov 39, Tashkent, Uzbekistan

• https://orcid.org/0000-0003-3969-4436

Bibliografia

• ABDULRAHMAN A. 2007. Best hydraulic section of a composite channel. Journal of Hydraulic Engineering Vol. 133(6) p. 695–697. DOI 10.1061/(ASCE)0733-9429(2007)133:6(695).
• ALLAYOROV D., FATXULLOYEV A., RAKHIMOV K., OTAKHONOV M., KHAMDAMOV M. 2021. Gidravlik eng qulay kanalning elementlari hisobi [Certificate of calculation of elements of irrigation canal with the best hydraulic section]. O’zbekiston Respublikasi Intellektual mulk agentligi. Electronic calculation software. No. DGU 13170. [Access 10.09.2021]. Available at: https://baza.ima.uz/Home/SpeedSearch
• ARIFJANOV A., FATXULLOYEV A. 2020. Natural studies for forming stable canal sections. Journal of Physics: Conference Series. Vol. 1425, 012025. DOI 10.1088/1742-6596/1425/1/012025.
• CARLING P. 1988. Canal change and sediment transport in regulated U.K. rivers. Regulated Rivers: Research and Management. Vol. 2 (3) p. 369–382. DOI 10.1002/rrr.3450020313.
• CHENG S.-H., WANG L., WANG Y.-B., WANG Z.-Z., ENGEL B.A. 2019. Design and type selection of concrete-lined small canals in cut and expansive soil in cold regions. Irrigation and Drainage. Vol. 68(5) p. 909–924. DOI 10.1002/ird.2385.
• CHOI H.I., KWON S.H., W EE N.S. 2004. Almost rotation-minimizing rational parametrization of canal surfaces. Computer Aided Geometric Design. Vol. 21(9) p. 859–881. DOI 10.1016/j.cagd.2004.07.002.
• CHOW V.T. 1959. Open-channel hydraulics. New York. McGraw-Hill. ISBN 007085906X pp. 680.
• CODE W.E. 1923. Design and construction of small concrete lined canals. Tucson, Arizona. College of Agriculture, University of Arizona pp. 48.
• DEPEWEG H., MENDEZ N. 2002. Sediment transport applications in irrigation canals. Irrigation and Drainage. Vol. 51(2) p. 167–179. DOI 10.1002/ird.49.
• EATON B.C., CHURCH M., MILLAR R.G. 2004. Rational regime model of alluvial channel morphology and response. Earth Surface Processes and Landforms. Vol. 29(4) p. 511–529. DOI 10.1002/esp.1062.
• FATXULLOYEV A., ALLAYOROV D., OTAKHONOV M. 2020a. Study of hydraulic parameters for concreting canals. IOP Conference Series: Earth and Environmental Science. Vol. 614(1), 012054. DOI 10.1088/1755-1315/614/1/012054.
• FATXULLOYEV A., GAFAROVA A., OTAKHONOV M., ALLAYOROV D. 2020b. The hydraulic efficiency of the soil canals. IOP Conference Series: Materials Science and Engineering. Vol. 883(1), 012042. DOI 10.1088/1757-899X/883/1/012042.
• FOZILJONOV S H. 2020. The importance of the geographical location of the Fergana valley in the study of rare plants. International Journal of Engineering and Information System. Vol. 4(11) p. 219–222.
• GRISHKAN S. 1950. Ustoychivoe sechenie orositelniyx kanalov [Stable section of irrigation canals]. Gidrotexnika i melioratsiya. No. 5 p. 3–20.
• HAN Y.-C., EASA S.M. 2016. Superior cubic channel section and analytical solution of best hydraulic properties. Flow Measurement and Instrumentation. Vol. 50 p. 169–177. DOI 10.1016/j.flowmeasinst.2016.06.019.
• HAN Y.-C., GAO X.-P., XU Z.-H. 2017. The best hydraulic section of horizontal-bottomed parabolic channel section. Journal of Hydrodinamics. Vol. 29(2) p. 305–313. DOI 10.1016/S1001-6058(16)60740-0.
• HANDAYANI Y., SOESANTO R., FAUZIYAH F., IBRAHIM E., HENDRI M., NGUDIANTORO N. 2021. Analysis of sedimentation as implications of beach accretion using spatial analysis in the coastal area of Banyuasin South Sumatra, Indonesia. Jurnal Lahan Suboptimal. Vol. 10(2) p. 244–254. DOI 10.36706/jlso.10.2.2021.554.
• IBRAHIM M.M., ELTOUKHY M.A.R., GHANIM A.D. 2021. Flow characteristics after installation of floating bridge in open channel. Journal of Water and Land Development. No. 49 p. 244–251. DOI 10.24425/jwld.2021.137118.
• JURÍK L., ZELEŇÁKOVÁ M., KALETOVÁ T., ARIFJANOV A. 2018. Small water reservoirs: sources of water for irrigation. In: Water resources in Slovakia: Part I Assessment and development. Eds. A.M. Negm, M. Zeleňáková. Ser. The Handbook of Environmental Chemistry. No. 69. Cham. Springer p. 115–131. DOI 10.1007/978-3-319-92853-1.
• KARAUSHEV A. 1977. Teoriya i metody rascheta rechnykh nanosov [Theory and methods for calculating river sediment]. Leningrad, Russia. Hydrometeoizdat pp. 444.
• KHALIMBETOV A., BAKIEV M., SHUKUROVA S., CHORIEV J., KHAYITOV K H. 2020. Study of submountain river flow patterns constrained by a combined dam. IOP Conference Series: Earth and Environmental Science. Vol. 614(1), 012053. DOI 10.1088/1755-1315/614/1/012053.
• KOÇ C. 2012. A study on construction costs per unit area of irrigation projects. Irrigation and Drainage Systems. Vol. 25 p. 255–263. DOI 10.1007/s10795-011-9120-3.
• KOVALENKO P., MIKHAYLOV Y U. 2008. Irrigation system control under uncertainty conditions. Journal of Water and Land Development. No. 12 p. 244–251. DOI 10.2478/v10025-009-0003-z.
• MIRCHKHULAVA C. 1967. Razmiv rusel i metodika otsenki ix ustoychivosti [Erosion of canals and methods for assessing their sustainability]. Moscow, Russian. Colos pp. 170.
• MONADJEMI P. 1994. General formulation of best hydraulic channel section. Journal of Irrigation and Drainage Engineering. Vol. 120 (1) p. 155–168. DOI 10.1061/(ASCE)0733-9437(1994)120:1(27).
• O’zbekiston milliy ensiklopediyasi [National Encyclopedia of Uzbekistan] 2012. Tashkent, Uzbekistan. O’zbekiston milliy ensiklopediyasi Davlat ilmiy nashriyoti pp. 23469.
• O’zbekiston Respublikasi Prezidentining 2020 yil 11 avgustdagi Jizzax va Sirdaryo viloyatlarida suv resurslaridan samarali foydalanish va yerlarning meliorativ holatini yaxshilash bo’yicha kechiktirib bo’lmaydigan chora-tadbirlar to’g’risidagi qarori [Decision of the President of the Republic of Uzbekistan dated August 11, 2020 on effective use of water resources and improvement of land reclamation in Jizzakh and Syrdarya regions]. O’zbekiston Respublikasi Qonun hujjatlari ma’lumotlari milliy bazasi, PQ-4801.
• PARVIZ M. 1994. General formulation of best hydraulic channel section. Journal of Irrigation and Drainage Engineering. Vol. 120(1) p. 27–45. DOI 10.1061/(ASCE)0733-9437(1994)120:1(27).
• RAI R.K., SINGH V.P., UPADHYAY A. 2017. Design of irrigation canals. In: Planning and evaluation of irrigation projects: Methods and implementation. Elsevier p. 283–318.
• SAMIYEV L., ALLAYOROV D., ATAKULOV D., BABAJANOV F. 2020. The influence of sedimentation reservoir on hydraulic parameters of irrigation canals. IOP Conference Series: Materials Science and Engineering. Vol. 883(1), 012031. DOI 10.1088/1757-899X/883/1/012031.
• ShNQ 2.06.03-12 2012. Sug’orish tizimlаri. Loyihаlаsh normаlаri [Irrigation systems. Design norms].
• TURRAL H., BURKE J., FAURÈS J. 2011. Climate change, water and food security. Rome. FAO pp. 164.
• YUNUSOV G., KHIKMATOV F., ADENBAYEV B., UMIRZAKOV G., TURGUNOV D., DOVULOV N. 2020. Sug’orish kanallarining ekspluatatsion ishonchliligi va samaradorligini ta’minlash texnologiyalari [Technologies for ensuring operational reliability and efficiency of irrigation canals. Monograph]. Tashkent, Uzbekistan. Fan va texnologiyalar nashriyot-matbaa uyi pp. 164.

Uwagi

Opracowanie rekordu ze środków MNiSW, umowa nr SONP/SP/546092/2022 w ramach programu "Społeczna odpowiedzialność nauki" - moduł: Popularyzacja nauki i promocja sportu (2024).