Error
  • Error loading Modules:Can't create/write to file '/var/lib/mysql/tmp/#sql_bd4_0.MYI' (Errcode: 30) SQL=SELECT id, title, module, position, content, showtitle, control, params FROM jos_modules AS m LEFT JOIN jos_modules_menu AS mm ON mm.moduleid = m.id WHERE m.published = 1 AND m.access <= 0 AND m.client_id = 0 AND ( mm.menuid = 8 OR mm.menuid = 0 ) ORDER BY position, ordering
  • Error loading Modules:Can't create/write to file '/var/lib/mysql/tmp/#sql_bd4_0.MYI' (Errcode: 30) SQL=SELECT id, title, module, position, content, showtitle, control, params FROM jos_modules AS m LEFT JOIN jos_modules_menu AS mm ON mm.moduleid = m.id WHERE m.published = 1 AND m.access <= 0 AND m.client_id = 0 AND ( mm.menuid = 8 OR mm.menuid = 0 ) ORDER BY position, ordering
  • Error loading Modules:Can't create/write to file '/var/lib/mysql/tmp/#sql_bd4_0.MYI' (Errcode: 30) SQL=SELECT id, title, module, position, content, showtitle, control, params FROM jos_modules AS m LEFT JOIN jos_modules_menu AS mm ON mm.moduleid = m.id WHERE m.published = 1 AND m.access <= 0 AND m.client_id = 0 AND ( mm.menuid = 8 OR mm.menuid = 0 ) ORDER BY position, ordering
  • Error loading Modules:Can't create/write to file '/var/lib/mysql/tmp/#sql_bd4_0.MYI' (Errcode: 30) SQL=SELECT id, title, module, position, content, showtitle, control, params FROM jos_modules AS m LEFT JOIN jos_modules_menu AS mm ON mm.moduleid = m.id WHERE m.published = 1 AND m.access <= 0 AND m.client_id = 0 AND ( mm.menuid = 8 OR mm.menuid = 0 ) ORDER BY position, ordering
  • Error loading Modules:Can't create/write to file '/var/lib/mysql/tmp/#sql_bd4_0.MYI' (Errcode: 30) SQL=SELECT id, title, module, position, content, showtitle, control, params FROM jos_modules AS m LEFT JOIN jos_modules_menu AS mm ON mm.moduleid = m.id WHERE m.published = 1 AND m.access <= 0 AND m.client_id = 0 AND ( mm.menuid = 8 OR mm.menuid = 0 ) ORDER BY position, ordering
  • Error loading Modules:Can't create/write to file '/var/lib/mysql/tmp/#sql_bd4_0.MYI' (Errcode: 30) SQL=SELECT id, title, module, position, content, showtitle, control, params FROM jos_modules AS m LEFT JOIN jos_modules_menu AS mm ON mm.moduleid = m.id WHERE m.published = 1 AND m.access <= 0 AND m.client_id = 0 AND ( mm.menuid = 8 OR mm.menuid = 0 ) ORDER BY position, ordering
  • Error loading Modules:Can't create/write to file '/var/lib/mysql/tmp/#sql_bd4_0.MYI' (Errcode: 30) SQL=SELECT id, title, module, position, content, showtitle, control, params FROM jos_modules AS m LEFT JOIN jos_modules_menu AS mm ON mm.moduleid = m.id WHERE m.published = 1 AND m.access <= 0 AND m.client_id = 0 AND ( mm.menuid = 8 OR mm.menuid = 0 ) ORDER BY position, ordering
  • Error loading Modules:Can't create/write to file '/var/lib/mysql/tmp/#sql_bd4_0.MYI' (Errcode: 30) SQL=SELECT id, title, module, position, content, showtitle, control, params FROM jos_modules AS m LEFT JOIN jos_modules_menu AS mm ON mm.moduleid = m.id WHERE m.published = 1 AND m.access <= 0 AND m.client_id = 0 AND ( mm.menuid = 8 OR mm.menuid = 0 ) ORDER BY position, ordering
  • Error loading Modules:Can't create/write to file '/var/lib/mysql/tmp/#sql_bd4_0.MYI' (Errcode: 30) SQL=SELECT id, title, module, position, content, showtitle, control, params FROM jos_modules AS m LEFT JOIN jos_modules_menu AS mm ON mm.moduleid = m.id WHERE m.published = 1 AND m.access <= 0 AND m.client_id = 0 AND ( mm.menuid = 8 OR mm.menuid = 0 ) ORDER BY position, ordering
  • Error loading Modules:Can't create/write to file '/var/lib/mysql/tmp/#sql_bd4_0.MYI' (Errcode: 30) SQL=SELECT id, title, module, position, content, showtitle, control, params FROM jos_modules AS m LEFT JOIN jos_modules_menu AS mm ON mm.moduleid = m.id WHERE m.published = 1 AND m.access <= 0 AND m.client_id = 0 AND ( mm.menuid = 8 OR mm.menuid = 0 ) ORDER BY position, ordering
  • Error loading Modules:Can't create/write to file '/var/lib/mysql/tmp/#sql_bd4_0.MYI' (Errcode: 30) SQL=SELECT id, title, module, position, content, showtitle, control, params FROM jos_modules AS m LEFT JOIN jos_modules_menu AS mm ON mm.moduleid = m.id WHERE m.published = 1 AND m.access <= 0 AND m.client_id = 0 AND ( mm.menuid = 8 OR mm.menuid = 0 ) ORDER BY position, ordering
  • Error loading Modules:Can't create/write to file '/var/lib/mysql/tmp/#sql_bd4_0.MYI' (Errcode: 30) SQL=SELECT id, title, module, position, content, showtitle, control, params FROM jos_modules AS m LEFT JOIN jos_modules_menu AS mm ON mm.moduleid = m.id WHERE m.published = 1 AND m.access <= 0 AND m.client_id = 0 AND ( mm.menuid = 8 OR mm.menuid = 0 ) ORDER BY position, ordering
  • Error loading Modules:Can't create/write to file '/var/lib/mysql/tmp/#sql_bd4_0.MYI' (Errcode: 30) SQL=SELECT id, title, module, position, content, showtitle, control, params FROM jos_modules AS m LEFT JOIN jos_modules_menu AS mm ON mm.moduleid = m.id WHERE m.published = 1 AND m.access <= 0 AND m.client_id = 0 AND ( mm.menuid = 8 OR mm.menuid = 0 ) ORDER BY position, ordering
  • Error loading Modules:Can't create/write to file '/var/lib/mysql/tmp/#sql_bd4_0.MYI' (Errcode: 30) SQL=SELECT id, title, module, position, content, showtitle, control, params FROM jos_modules AS m LEFT JOIN jos_modules_menu AS mm ON mm.moduleid = m.id WHERE m.published = 1 AND m.access <= 0 AND m.client_id = 0 AND ( mm.menuid = 8 OR mm.menuid = 0 ) ORDER BY position, ordering
  • Error loading Modules:Can't create/write to file '/var/lib/mysql/tmp/#sql_bd4_0.MYI' (Errcode: 30) SQL=SELECT id, title, module, position, content, showtitle, control, params FROM jos_modules AS m LEFT JOIN jos_modules_menu AS mm ON mm.moduleid = m.id WHERE m.published = 1 AND m.access <= 0 AND m.client_id = 0 AND ( mm.menuid = 8 OR mm.menuid = 0 ) ORDER BY position, ordering
  • Error loading Modules:Can't create/write to file '/var/lib/mysql/tmp/#sql_bd4_0.MYI' (Errcode: 30) SQL=SELECT id, title, module, position, content, showtitle, control, params FROM jos_modules AS m LEFT JOIN jos_modules_menu AS mm ON mm.moduleid = m.id WHERE m.published = 1 AND m.access <= 0 AND m.client_id = 0 AND ( mm.menuid = 8 OR mm.menuid = 0 ) ORDER BY position, ordering
  • Error loading Modules:Can't create/write to file '/var/lib/mysql/tmp/#sql_bd4_0.MYI' (Errcode: 30) SQL=SELECT id, title, module, position, content, showtitle, control, params FROM jos_modules AS m LEFT JOIN jos_modules_menu AS mm ON mm.moduleid = m.id WHERE m.published = 1 AND m.access <= 0 AND m.client_id = 0 AND ( mm.menuid = 8 OR mm.menuid = 0 ) ORDER BY position, ordering

SAFETY OF BUILDING SYSTEMS. ECOLOGICAL PROBLEMS OF CONSTRUCTION PROJECTS. GEOECOLOGY

Construction of water intake facilities from partially drying up watercourses

Vestnik MGSU 2/2015
  • Orlov Evgeniy Vladimirovich - Moscow State University of Civil Engineering (MGSU) Candidate of Technical Scienc- es, Associate Professor, Department of Water Supply, Moscow State University of Civil Engineering (MGSU), 26 Yaroslavskoe shosse, Moscow, 129337, Russian Federation; This e-mail address is being protected from spambots. You need JavaScript enabled to view it .
  • Komarov Anatoliy Sergeevich - LLC “GLAKOMRU” Candidate of Technical Sciences, Director General, LLC “GLAKOMRU”, B. Koptevskiy proezd, Moscow, 8105039, Russian Federation; +7 (499) 183-54-56; This e-mail address is being protected from spambots. You need JavaScript enabled to view it .
  • Mel’nikov Fedor Alekseevich - Moscow State University of Civil Engineering (MGSU) student, Institute of Engineering and Ecological Construction and Mechanization, Moscow State University of Civil Engineering (MGSU), 26 Yaroslavskoe shosse, Moscow, 129337, Russian Federation; +7 (499)183-36-29; This e-mail address is being protected from spambots. You need JavaScript enabled to view it .
  • Serov Aleksandr Evgen’evich - Moscow State University of Civil Engineering (MGSU) student, Institute of Engineering and Ecological Construction and Mechanization, Moscow State University of Civil Engineering (MGSU), 26 Yaroslavskoe shosse, Moscow, 129337, Russian Federation; +7 (499)183-36-29; This e-mail address is being protected from spambots. You need JavaScript enabled to view it .

Pages 93-100

Partially ephemeral streams are complex objects that can still be used for water supply or irrigation of agricultural land. The problem of such streams is poorly studied, because the influence of various environmental factors complicates carrying out any experiments. Also it is not possible to make their full classification due to their very strong variability not only on a particular geographical belt, but also within separate areas of the river. All this undoubtedly complicates the task of the designers when designing the system. Creation of laboratory models, allowing us to evaluate the possibilities of a spring use for the purpose of water supply, is very promising. These watercourses have a large amount of suspended sediments, so it is not possible to use the standard scheme of water using of the coastal and fluvial water intake structures. It is proposed to organize the fight with the sediments in the flow chart of primary clarifiers, which will perform the function of settling suspensions, to facilitate the work of water treatment facilities. Also the creation of artificial prop is useful in order to achieve the required level of water in a watercourse for water organization. If under the bottom of the river there is underground water, and the permeability of the soil is good, it is possible to arrange the withdrawal of water through infiltration intakes, by setting the filter under the bottom of the watercourse with its connection to filter, from which the water will climb to submersible pumps. Additional filtration through the soil of the river bottom allows not using the scheme sumps, which significantly reduces the cost of epy incoming water treatment.

DOI: 10.22227/1997-0935.2015.2.93-100

References
  1. Markova I.M. Razrabotka strukturnoy skhemy ekologicheskogo monitoringa vodnykh ob”ektov na osnove modul’nogo printsipa [Development of a Structural Scheme of Environmental Monitoring of Water Bodies Based on the Modular Principle]. Vestnik MGSU [Proceedings of Moscow State University of Civil Engineering]. 2010, no. 4, vol. 2, pp. 100—107. (In Russian)
  2. Borovkov V.S., Markova I.M. Vnutriruslovye geoekologicheskie protsessy v vodotokakh na urbanizirovannykh territoriyakh [Under Channel Geo-ecological Processes in Streams in Urban Areas]. Ekologiya urbanizirovannykh territoriy [Ecology of Urbanized Territories]. 2006, no. 1, pp. 12—16. (In Russian)
  3. Alshalalfah B., Shalaby A., Dale S. Experiences with Aerial Ropeway Transportation Systems in the Urban Environment. Journal of Urban Planning and Development. March 2014, vol. 140, no. 1. DOI: http://dx.doi.org/10.1061/(ASCE)UP.1943-5444.0000158.
  4. Otstavnov A.A., Khar’kin V.A., Orlov V.A. K tekhniko-ekonomicheskomu obosnovaniyu bestransheynogo vosstanovleniya vetkhikh samotechnykh truboprovodov [To Technoeconomic Study of Trenchless Repair of the Old Gravity Pipelines]. Santekhnika [Sanitary Engineering]. 2004, no. 4, pp. 30—34. (In Russian)
  5. Isaev V.N. Sotsial’no-ekonomicheskie aspekty vodosnabzheniya i vodootvedeniya [Socio-economic Aspects of Water Supply and Sewerage]. Santekhnika [Sanitary Engineering]. 2007, no. 1, pp. 8—17. (In Russian)
  6. Orlov V.A. Puti obespecheniya sanitarnoy nadezhnosti vodoprovodnykh setey [Ways to Ensure the Sanitary Safety of Water Supply Networks]. Vestnik MGSU [Proceedings of Moscow State University of Civil Engineering]. 2009, no.1, pp. 181—187. (In Russian)
  7. Vitreshko I.A. Opredelenie poverkhnosti razdela pered vodopriemnikom v vodoeme [Definition of the Boundary Surface before Intake Conduit in the Pond]. Vestnik MGSU [Proceedings of Moscow State University of Civil Engineering]. 2011, no. 8, pp. 346—348. (In Russian)
  8. Westra J.V., Easter K.W., Olson K.D. Targeting Nonpoint Source Pollution Control: Phosphorus in the Minnesota River Basin. Journal of the American Water Resources Association. Middleburg, Apr. 2002, vol. 38, no. 2, pp. 493—505.
  9. Otstavnov A.A., Orlov V.A., Khar’kin V.A. K vyboru uchastkov beznapornykh truboprovodov dlya prioritetnogo bestransheynogo vosstanovleniya [Selection of the Areas of Pressure Pipelines for Priority Trenchless Repair]. Santekhnika [Sanitary Engineering]. 2004, no. 5, pp. 44—50. (In Russian)
  10. Min B., Logan B.E. Continuous Electricity Generation from Domestic Wastewater and Organic Substrates in a Flat Plate Microbial Fuel Cell. Environ. Sci. Technol. 2004, no. 38 (21), pp. 5809—5814. DOI: http://dx.doi.org/10.1021/es0491026.
  11. Orlov V.A. Gidravlicheskie issledovaniya i raschet samotechnykh truboprovodov iz razlichnykh materialov [Hydraulic Studies and Calculation of Gravity Pipelines Made of Different Materials]. Vodosnabzhenie i sanitarnaya tekhnika [Water Supply and Sanitary Engineering]. 2008, no. 8, pp. 45—49. (In Russian)
  12. Kaczor G., Bugajski P. Impact of Snowmelt Inflow on Temperature of Sewage Discharged to Treatment Plants. Pol. J. Environ. Stud. 2012, vol. 21, no. 2, pp. 381—386.
  13. Suykova N.V., Markova I.M., Borovkov V.S. Konsolidatsiya vodonasyshchennykh melkodispersnykh vzvesey i ikh transportirovanie vodnymi potokami [Consolidation of Water-Saturated Fine Sediments and Their Transportation by Water Flows]. Vodosnabzhenie i sanitarnaya tekhnika [Water Supply and Sanitary Engineering]. 2007, no. 11, pp. 49—53. (In Russian)
  14. Khurgin R.E., Orlov V.A., Zotkin S.P., Maleeva A.V. Metodika i avtomatizirovannaya programma opredeleniya koeffitsienta Shezi «S» i otnositel’noy sherokhovatosti «n» dlya beznapornykh truboprovodov [Methodology and Automated Program for Determining the Coefficient of Chezy «C» and Relative Roughness «n» for Non-pressure Pipelines]. Nauchnoe obozrenie [Scientific Review]. 2011, no. 4, pp. 54—60. (In Russian)
  15. Pugachev E.A., Golubev D.O. Effektivnoe ispol’zovanie vody. Tekhnologicheskie protsessy v razlichnykh oblastyakh promyshlennosti [Efficient Use of Water. Technological Processes in Various Industries]. Tekhnologii mira [Technologies of the World]. 2013, no. 8, pp. 43—48. (In Russian)
  16. Kaczor G., Bergel T. The Effect of Incidental Waters on Pollution Load in Inflows to the Sewage Treatment Plants and to the Receivers of Sewage. Przemysł Chemiczny. 2008, vol. 87, pp. 476—478.
  17. Orlov V.A. Gidravlicheskie issledovaniya i raschet napornykh truboprovodov, vypolnennykh iz razlichnykh materialov [Hydraulic Studies and Calculation of Pressure Pipes Made of Different Materials]. Vestnik MGSU [Proceedings of Moscow State University of Civil Engineering]. 2009, no. 1, pp. 177—180. (In Russian)
  18. Khodzinskaya A.G., Zommer T.V. Vysota podnyatiya chastits donnykh i vzveshennykh nanosov [Particles of Bottom and Suspended Sediments: Height of Rise]. Vestnik MGSU [Proceedings of Moscow State University of Civil Engineering]. 2014, no. 11, pp. 161—170. (In Russian)
  19. Abdel-Aty A.M., Ibrahim M.B.M., El-Did M.A., Radwan E.K. Radwan Influence of Chlorine on Algae as Precursors for Trihalomethane and Haloacetic Acid Production. World Applied Sciences Journal. 2009, no. 6 (9), pp. 1215–—1220.
  20. Orlov E.V., Mel’nikov F.A., Serov A.E., Yunchina M.N. Uluchshenie zabora vody. Stroitel’stvo vodopriemnykh kovshey na rekakh [Improvement of Water Intake. Construction of Water Intake Scoops on Rivers]. Tekhnika i tekhnologii mira [Equipment and Technologies of the World]. 2014, no. 9, pp. 41—45. (In Russian)
  21. Hong H.C., Mazumder A., Wong M.H., Liang Y. Yield of Trihalomethanes and Haloacetic Acids upon Chlorinating Algal Cells, and its Prediction via Algal Cellular Biochemical Composition. Water Research. 2008, no. 42 (20), pp. 4941—4948. DOI: http://dx.doi.org/10.1016/j.watres.2008.09.019. Epub 2008 Oct 1.
  22. Tchobanoglous G., Leverenz H., Nellor M.H., Crook J. Direct Potable Reuse. A Path Forward. (Report). WateReuse Research Foundation, 2011, 114 p. Available at: http://aim.prepared-fp7.eu/viewer/doc.aspx?id=39/. Date of access: 15.12.2014.
  23. Orlov E.V. Rayony kraynego severa. Osobennosti zabora vody iz poverkhnostnykh istochnikov [The Regions of the far North. Features of Water Withdrawals from Surface Sources]. Tekhnologii mira [Technologies of the World]. 2013, no. 8, pp. 39—42. (In Russian)
  24. Brodach M.M. Zelenoe vodosnabzhenie i vodootvedenie [Green Water Supply and Water Disposal]. Santekhnika [Sanitary Engineering]. 2009, no. 4, pp. 6—9. (In Russian)
  25. Isaev V.N., Mkhitaryan M.G. Aktualizatsiya SNiP 2.04.01—85* [Updating of Sanitary Norms and Requirements SNiP 2.04.01—85*]. Truboprovody i ekologiya [Pipelines and Ecology]. 2009, no. 3, pp. 11—15. (In Russian)

Download

Hydrogeological model of the territory of Kowsar hydraulic project

Vestnik MGSU 3/2015
  • Orekhov Vyacheslav Valentinovich - Moscow State University of Civil Engineering (National Research University) (MGSU) Doctor of Technical Sciences, chief research worker, Scientific and Technical Center “Examination, Design, Inspection”, Moscow State University of Civil Engineering (National Research University) (MGSU), 26 Yaroslavskoe shosse, Moscow; This e-mail address is being protected from spambots. You need JavaScript enabled to view it .
  • Khokhotva Sergey Nikolaevich - Moscow branch of ENEX Deputy Head, Centre of Hydraulic Structures Safety, Moscow branch of ENEX, 13 Vol’naya str., Moscow, 105118, Russian Federation; This e-mail address is being protected from spambots. You need JavaScript enabled to view it .

Pages 59-68

Mathematical hydrogeology model of the territory of Kowsar Project was created with account for the results of the engineering surveys and hydro geological monitoring, which was conducted in the process of Kowsar Project construction. In order to create the model in the present work a universal computer system Ansys was used, which implements the finite element method and solid modeling technology, allowing to solve the filtration problem with the use of thermal analogy. The three-dimensional geometric model was built with use of the principle “hard body” modeling, which displays the main line of the territory relief, including the created water reservoir, geological structure (anticline Duk) and the main lithological complexes developed within the territory. In the limestone mass As here is a zone characterized by water permeability on territory of Kowsar Project, and a layer characterized by seepage feeding, which occurs outside the considered territory. The water reservoir is a source of the change of hydro geological situation. The results of field observations witness, that the levels of underground waters within the area of the main structures reacts almost instantly on the water level change in the water reservoir; the delay period of levels change is not more than 1,5…2,0 weeks at maximum distance from the water reservoir. These particularities of the hydro geological regime allow using the steady-state scheme of the decision of forecast problems. The mass of limestone As, containing the structures of the Kowsar Project, is not homogeneous and anisotropy in its seepage characteristics. The heterogeneity is conditioned by exogenous influence on the mass up to the depth of 100…150 m. The seepage anisotropy of the mass is expressed by the difference of water permeability of the mass along and across the layers for almost one order. The structures of Kowsar Project is presented by a dam, grouting curtain on axis of the dam and consolidation curtain in its both banks, drainage structures. Underground waters of the territory are formed by infiltration. They unload in river Heirabad. In accordance with this circumstance, the northwest (the right bank) and the south-east (the left bank) hydro geological borders of the model are the borders with constant discharge seepage, entering from the area of the feeding in the area of unloading. The borders are distanced from the river on 2,5 km. In accordance with the regional direction of the flow of underground waters, the model is limited along the lines of the current (the impervious borders) at northeast (upwards on river) and south-west (down on river). Those borders are distanced from river on 2,2…2,3 km. As a result, the area of model is 28 km
2. Aroofing of almost watertight marls of the retinue Pb is the bottom border of the model. Theinternal borders are presented by the river Heirabad, the water reservoir and the drainage structures. The calibration of the model was conducted at the reservoir water mark of 580 m and 606…610 m. The correctness criterion of the decision had shown the convergence of the obtained values of discharge level of underground waters with the data of natural observations. In the process of calibration the revision of the input data was carried out - a seepage characteristic of thick limestone mass As and discharge, entering from the right and left bank borders of the model. The forecast calculation was performed for water reservoir level of 620 m. The creation of water reservoir has influenced the seepage regime of the territory by the area of more than 25 km
2. As a result of the buttress of the natural inflow there occurred the redistribution of the natural inflow and change of the direction of the natural inflow that has caused the appearance of springs in downstream of dam near the contact of the series As-Gs. The design inflow of underground waters in the river Heirabad on the area from dam up to the contact of the suites As and Gs in downstream is 2,4…2,6 m
3/s including springs. The share of the direct seepage from water reservoir forms ~40 % of this values, the rest 60 % correspond to the unload natural inflow redistributed as a result of buttress. It is possible to define the level and discharges of underground waters on the territory of hydro unit under any elevation of water reservoir with the help of the created geo seepage model. The model can be used for effectiveness evaluation of the grouting curtain in the operation period.

DOI: 10.22227/1997-0935.2015.3.59-68

References
  1. Lawrence K.L. ANSYS Tutorial Release 14. SDC Publication, 2012, 176 p.
  2. Basov K.A. ANSYS: spravochnik pol’zovatelya [ANSYS: User’s Guide]. Moscow, DMK Press, 2011, 640 p. (In Russian)
  3. Shestakov V.M. Gidrogeodinamika [Hydrogeodinamics]. 3rd edition, revised and enlarged. Moscow, MGU Publ., 1995, 368 p. (In Russian)
  4. Mironenko V.A. Dinamika podzemnykh vod [Dynamics of Groundwaters]. 5th edition. Moscow, Gornaya kniga Publ., 2009, 519 p. (In Russian)
  5. Segerlind L.J. Applied Finite Element Analysis. New York, John Wiley and Sons, Ink., 1976, 448 p.
  6. Orekhov V.V., Khokhotva S.N. Ob’’emnaya matematicheskaya model’ geofil’tratsii skal’nogo massiva, vmeshchayushchego podzemnye sooruzheniya GES Yali vo V’etname [Volume Mathematical Model of Geofiltration of the Rocky Massif Accommodating Underground Structures of Yali HPP in Vietnam]. Gidrotekhnicheskoe stroitel’stvo [Hydraulic Engineering]. 2004, no. 12, pp. 46—47. (In Russian)
  7. Aniskin N.A., Antonov A.S., Mgalobelov Yu.B., Deyneko A.V. Issledovanie fil’tratsionnogo rezhima osnovaniy vysokikh plotin na matematicheskikh modelyakh [Studying the Filtration Mode of Large Dams’ Foundations on Mathematical Models]. Vestnik MGSU [Proceedings of Moscow State University of Civil Engineering]. 2014, no. 10, pp. 114—131. (In Russian)
  8. Locke M., Indraratna B., Adikari G. Time-Dependent Particle Transport through Granular Filters. Journal of Geotechnical and Geoenvironmental Engineering. 2001, vol. 127, no. 6, pp. 521—528. DOI: http://dx.doi.org/10.1061/(ASCE)1090-0241(2001)127:6(521)
  9. Lykov A.V. Teoriya teploprovodnosti [The Theory of Heat Conduction]. Moscow, Vysshaya shkola Publ., 1967, 600 p. (In Russian)
  10. Zienkiewicz O.C., Cheung Y.K. The Finite Element Method in Structural and Continuum Mechanics. London, McGraw-Hill, 1967, 240 p.
  11. Fadeev A.B. Metod konechnykh elementov v geomekhanike [Finite Element Method in Geomechanics]. Moscow, Nedra Publ., 1987, 221 p. (In Russian)
  12. Connor J.J., Brebbia C.A. Finite Element Technique for Fluid Flow. London, Newnes-Butterworth, 1977, 260 p.
  13. Randy H. Shih. SolidWorks 2015 and Engineering Graphics. SDC Publication, 2015, 632 p.
  14. Bol’shakov V.P., Bochkov A.L., Sergeev A.T. 3D-modelirovanie v AutoCAD, Kompas-3D, SolidWorks, Inventor, T-Flex [3D modeling in AutoCAD, Kompas-3D, SolidWorks, Inventor, N-Flex]. Saint Petersburg, Piter Publ., 2011, 328 p. (In Russian)
  15. Vladimirov V.B., Zaretskiy Yu.K., Orekhov V.V. Matematicheskaya model’ monitoringa kamenno-zemlyanoy plotiny gidrouzla Khoabin’ [Mathematical Monitoring Model for Rock-Earth Dam of the Hoa Binh HPP]. Gidrotekhnicheskoe stroitel’stvo [Hydraulic Engineering]. 2003, no. 6, pp. 47—52. (In Russian)
  16. Mgalobelov Yu.B., Il’in Yu.V. Ispol’zovanie trekhmernoy matematicheskoy modeli pri proektirovanii i obosnovanii nadezhnosti betonnykh sooruzheniy gidrouzla Merove (Sudan) [Using Three-Dimensional Mathematical Model For The Design And Rationale Reliability Of Merove HPP Concrete Structures (Sudan)]. Yubileynyy sbornik nauchnykh trudov Gidroproekta (1930—2000) [Anniversary Collection of Scientific Works of Gidroproekt (1930—2000)]. No. 159. Moscow, Gidroproekt Publ., 2000, pp. 327—339. (In Russian)
  17. Baranova T.E., Istochnikov V.O. Metodika i opyt postroeniya prostranstvennoy inzhenerno-geologicheskoy modeli skal’nogo massiva (na primere uchastka podzemnykh sooruzheniy GES Yali vo V’etname) [Technique And Experience In Building Space Engineering-Geological Model Of The Rock Mass (on the Example of the Area of Underground Structures of Yali HPP in Vietnam)]. Geotekhnika. Otsenka sostoyaniya osnovaniy i sooruzheniy : trudy Mezhdunarodnoy konferentsii [Proceedings of the International Conference “Geotechnics. Assessment of the State of Bases and Structures”]. Saint Petersburg, 2001, pp. 90—94. (In Russian)
  18. Orekhov V.V. Ob”emnaya matematicheskaya model’ i rezul’taty raschetnykh issledovaniy napryazhenno-deformirovannogo sostoyaniya osnovnykh sooruzheniy Rogunskoy GES [Volume Mathematical Model and the Results of the Numerical Studies of Stress-Strain State of Rogun HPP Main Structures]. Gidrotekhnicheskoe stroitel’stvo [Hydraulic Engineering]. 2011, no. 4, pp. 12—19. (In Russian)
  19. Shestakov V.M., Pozdnyakov S.P. Geogidrologiya [Geohydrology]. Moscow, Akademkniga Publ., 2003, 176 p. (In Russian)
  20. Darsy N. Les fontaines publicues de la ville de Dijon. Paris, Victor Dalmont, 1856, 647 p.

Download

Results 1 - 2 of 2