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Journal articles on the topic 'Hydraulic engineering structures'

Author: Grafiati

Published: 3 June 2025

Last updated: 1 August 2025

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1

Bung, Daniel B., Sébastien Erpicum, and Blake P. Tullis. "Advances in Hydraulic Structures Engineering." Journal of Hydraulic Engineering 147, no. 1 (2021): 02020001. http://dx.doi.org/10.1061/(asce)hy.1943-7900.0001851.

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2

Dassanayake, Darshana Tharindra, and Hocine Oumeraci. "HYDRAULIC STABILITY OF COASTAL STRUCTURES MADE OF GEOTEXTILE SAND CONTAINERS (GSCS): EFFECT OF ENGINEERING PROPERTIES OF GSCS." Coastal Engineering Proceedings 1, no. 33 (2012): 55. http://dx.doi.org/10.9753/icce.v33.structures.55.

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Due to their numerous advantages, Geotextile Sand Containers (GSCs /or Geobags) are getting increasingly popular as an alternative to conventional hard (rock / concrete) structures. This study attempts to evaluate the significance of the most important engineering properties and their influence on the hydraulic stability of GSC-structures. The most important engineering properties of GSCs are the mechanical properties of the geotextile material, the sand fill ratio, type of the fill material, the interface friction, etc. In fact most of these properties will affect the deformation of GSCs and

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3

Sayar, Serim Dogac, Scott Baker, Ioan Nistor, and Jorge Gutierrez Martinez. "HYDRAULIC PERFORMANCE OF ECOFRIENDLY BREAKWATER ARMOUR UNITS." Coastal Engineering Proceedings, no. 38 (May 29, 2025): 52. https://doi.org/10.9753/icce.v38.structures.52.

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Traditional coastal defence structures tend to foster less diverse aquatic populations and larger concentrations of invasive species than natural habitats, which can be harmful to the ecosystem (Firth et al., 2016). There is growing interest in implementing principles and methods of ecological engineering, which combines ecosystems with engineering principles to develop coastal structures to decrease their negative environmental effects. When designing coastal constructions, ecoengineering has the potential to build sustainable coastal protection structures and to improve coastal habitat. Deve

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4

Gisonni, C. "Hydraulic structures." Journal of Hydraulic Research 46, no. 5 (2008): 715. http://dx.doi.org/10.1080/00221686.2008.9521916.

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5

Li, Mingchao, Yanqing Han, Gang Wang, and Fugen Yan. "3D Multiscale Integrated Modeling Approach of Complex Rock Mass Structures." Mathematical Problems in Engineering 2014 (2014): 1–6. http://dx.doi.org/10.1155/2014/867542.

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Based on abundant geological data of different regions and different scales in hydraulic engineering, a new approach of 3D engineering-scale and statistical-scale integrated modeling was put forward, considering the complex relationships among geological structures and discontinuities and hydraulic structures. For engineering-scale geological structures, the 3D rock mass model of the study region was built by the exact match modeling method and the reliability analysis technique. For statistical-scale jointed rock mass, the random network simulation modeling method was realized, including Baec

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6

Fonder, N., and S. Xanthoulis. "Roman aqueduct and hydraulic engineering: case of Nîmes aqueduct and its Pont du Gard bridge." Water Supply 7, no. 1 (2007): 121–29. http://dx.doi.org/10.2166/ws.2007.014.

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Romans are considered as the greatest aqueduct builders of the ancient world, though qanat systems were in use in ancient Persia, India, Egypt, and other Middle Eastern countries thousand of years earlier. Based on history documents and civil engineering studies, this paper summarizes hydrology and hydraulics engineering techniques developed by Roman Engineers. The study case is the Nîmes Aqueduct and its Pont du Gard bridge, the most intact aqueduct bridge remaining today. Despite the existence of superb ruins and conducts' frames, little is known of the hydraulic engineering of these Roman a

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7

Alonso, Eduardo E., Mercedes Sondon, and Mauricio Alvarado. "Landslides and hydraulic structures." Engineering Geology 292 (October 2021): 106264. http://dx.doi.org/10.1016/j.enggeo.2021.106264.

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8

Rogozhin, E. A., N. K. Kapustian, and G. N. Antonovskaya. "A New System for Monitoring Hydraulic Engineering Structures." Seismic Instruments 54, no. 5 (2018): 531–35. http://dx.doi.org/10.3103/s0747923918050134.

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9

Konovalov, Vladimir, Tatyana Yershova, and Svetlana Bedrina. "Mining and hydraulic engineering structures as commercialized facilities." E3S Web of Conferences 177 (2020): 06003. http://dx.doi.org/10.1051/e3sconf/202017706003.

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About 70 acting and inactive mining and hydraulic engineering structures containing considerable number of valuable components have been identified in the Ural mining region, suggesting that they can be viewed as man-made mineral fields. The paper studies an optional approach to identify these structures as real estate assets with their further record in the Unified State Register of Immovable Property and their commercialization.

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10

Adrian, Ronald J., and Ivan Marusic. "Coherent structures in flow over hydraulic engineering surfaces." Journal of Hydraulic Research 50, no. 5 (2012): 451–64. http://dx.doi.org/10.1080/00221686.2012.729540.

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11

Balzannikov, Mikhail. "Studies of Structures of Gates in Hydraulic Engineering." IOP Conference Series: Materials Science and Engineering 661 (November 20, 2019): 012056. http://dx.doi.org/10.1088/1757-899x/661/1/012056.

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12

Sarwari, Soraya, Yan Qiao, and Muhammad Abubakar Rafi. "A Short Review Note on Finite Element Method for Hydraulic Structural Engineering." Journal of Engineering, Science and Technological Trends 1, no. 2 (2024): 69–75. http://dx.doi.org/10.48112/jestt.v1i2.826.

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Dams play a critical role in water resources engineering, providing irrigation and drinking water through the creation of reservoirs. However, geotechnical and hydraulic engineers face challenges such as the possibility of piping events and collapse due to water leaking under the dam body, as well as variation in bearing capacity, void ratio, and water content in different regions of the ground where the dam body consolidates. The paper also highlights the advances in hydraulic structural engineering through the Finite Element Method (FEM) and other numerical modelling techniques, which have e

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13

Yaroslavskii, Z. Ya, and E. S. Lepnova. "Land reclamation hydraulic structures." Hydrotechnical Construction 20, no. 5 (1986): 286–91. http://dx.doi.org/10.1007/bf01436020.

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14

Zolotov, L. A., and I. N. Ivashchenko. "Safety of hydraulic structures." Hydrotechnical Construction 25, no. 2 (1991): 67–73. http://dx.doi.org/10.1007/bf01424078.

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15

Solov'eva, Z. I. "Safety of hydraulic structures." Hydrotechnical Construction 27, no. 5 (1993): 263–67. http://dx.doi.org/10.1007/bf01545664.

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16

Novozhilov, I. A. "Safety of hydraulic structures." Hydrotechnical Construction 27, no. 12 (1993): 679–80. http://dx.doi.org/10.1007/bf01545707.

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17

Lyapin, A. N. "Capacity of hydraulic structures." Hydrotechnical Construction 26, no. 7 (1992): 437–42. http://dx.doi.org/10.1007/bf01545019.

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18

Volosukhin, Ya V., P. A. Kipkeeva, F. M. Borlakova, L. A. Chagarova, and M. N. Chomayeva. "The Belogorsky reservoir hydraulic structures multifactor survey." IOP Conference Series: Earth and Environmental Science 839, no. 4 (2021): 042077. http://dx.doi.org/10.1088/1755-1315/839/4/042077.

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Abstract The article analysed the long-term data from 2001-2015, presented by the hydraulic structures’ observation post, and the Belogorsk Reservoir and the 2016-2017 study conducted by the Hydraulic Structures Safety Engineering Consulting Center on multi-factor surveys and in-kind data analysis with their reliability assessment. As a hydraulic structures visual survey result, their structures and nodes, a defective statement is drawn up, which reflects defects, the hydraulic structures safe operation damages and violations According to the defective statement, as well as the facilities cond

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19

Tsimbelman, N. Ya, T. I. Chernova, and T. E. Shalaya. "Engineering Analysis Methods for Hydraulic Shell Structures with Infill." Solid State Phenomena 265 (September 2017): 779–84. http://dx.doi.org/10.4028/www.scientific.net/ssp.265.779.

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The article examines the history of development and state-of-the-art of the design theory of structures of filled shells delivered in “Civil Engineering” specialist, MSc, and postgraduate engineering disciplines courses. The analysis of the engineering design methods based on the theory of shells propositions has been performed. Structural numerical model field of application expansion has been proved. The obtained parameters and proposed methods can be used in numerical simulations using finite element method to analyze and design the thin shell structures with soil infill. The propositions r

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20

Wang, Zong Min, Hai Bo Qiu, Bao Jun Yang, and Hong Ling Zhao. "Computer Supported Collaborative Design Based Hydraulic Structures 3D Designing." Applied Mechanics and Materials 295-298 (February 2013): 1905–8. http://dx.doi.org/10.4028/www.scientific.net/amm.295-298.1905.

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As the rapid growth of three-dimensional (3D) designing approaches to hydraulic structures designing in the last few years, computer supported collaborative design (CSCD) methods and systems are becoming more and more important and essential to the field of hydraulic engineering. This paper introduces the basic concepts of 3D design and CSCD, gives the necessity of 3D and CSCD methods in hydraulic structure designing, conducts a survey of the development stages of hydraulic structure designing and finally proposes a potential way to improve the design process and productivities in the hydrauli

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21

Riazantsev, O., and V. Shylin. "Hydrotechnical construction, water engineering and water technologies: some modern issues and training of professionals." New Collegium 1, no. 103 (2021): 29–34. http://dx.doi.org/10.30837/nc.2021.1.29.

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The article considers modern problems and problems that currently exist in hydraulic engineering and hydropower, problems of land and water resources. And also problems of training of experts. able to solve these problems Recently, the problems caused by existing large hydraulic structures are increasingly mentioned. The main problem is that the nodes of hydraulic structures often form artificial reservoirs of a large plane. It often happens that the depths of reservoirs are insignificant. This situation is very unsatisfactory because the land is used irrationally. which is a valuable re

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22

Yang, Guang Ming. "Research to Safety Evaluation Expert System of Hydraulic Engineering Metal Structures." Applied Mechanics and Materials 48-49 (February 2011): 994–1001. http://dx.doi.org/10.4028/www.scientific.net/amm.48-49.994.

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Combining the successful applications in AI, in this paper, an expert system is studied and designed for evaluating the safety of hydraulic metal structures, whose goal is compute the reliability of hydraulic metal structures. Applying the techniques of AI, a framework is made up for evaluating the safety of hydraulic metal structures. The framework of knowledge base system is designed and presented with the domain knowledge. Based on the theory of relational database, the conceptual and logical views of database system are designed and analysed. Additionally, method base system is designed. A

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23

Saidov, Bekzod. "THE MAIN ELEMENTS OF THE STRATEGIC REGULATION OF THE SAFETY OF HYDRAULIC STRUCTURES." Technical Sciences 4, no. 2 (2021): 17–20. http://dx.doi.org/10.26739/2181-9696-2021-2-4.

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As a result of the theoretical and experimental experiments carried out in this research work, research was carried out to prevent possible expected violations in hydraulic structures, as well as to prevent the occurrence of possible hazards that can lead to adverse events. The safety of hydraulic structures requires a lot of attention. In the process of analyzing the risks and factors associated with adverse events, as well as the management of hydraulic engineering facilities, it will be necessary to conduct practical work.Keywords:technogen, hydraulic engineering, construction, project, saf

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24

Proshchyn, I., and L. Matvieiev. "INFLUENCE OF EMERGENCY SITUATIONS ON HYDRAULIC STRUCTURES FOR CONDUCTING HOSTILITIES." Наукові праці Державного науково-дослідного інституту випробувань і сертифікації озброєння та військової техніки 15, no. 1 (2023): 122–28. http://dx.doi.org/10.37701/dndivsovt.15.2023.17.

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The article analyzes the potential impact of the consequences of emergency situations on hydraulic structures on hostilities, in particular, in the conditions of armed aggression of the russian federation. The issues of using hydraulic structures for military purposes are also considered. The study analyzes threats from the possible destruction of the largest hydraulic structures of Ukraine, considering the presence of radioactive sludge in the Kiev and Kaniv reservoirs and the nuclear threat at the Zaporizhzhia NPP. The most common and simplest methods of intentional damage to hydraulic

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25

De Rouck, Julien, Koen Van Doorslaer, Jan Goemaere, and Hadewych Verhaeghe. "GEOTECHNICAL DESIGN OF BREAKWATERS IN OSTEND ON VERY SOFT SOIL." Coastal Engineering Proceedings 1, no. 32 (2011): 67. http://dx.doi.org/10.9753/icce.v32.structures.67.

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Two new breakwaters are being constructed to protect the renewed harbour entrance in Ostend, Belgium. In this paper, both the hydraulic design and geotechnical design are discussed. For the hydraulic design, model tests have been carried out in a 2-D wave flume to optimise the cross section. Stability of the final breakwater, with special attention to the crest element and the armour unit HARO, and stability during the construction phases were tested. The geotechnical design, especially of the north-western breakwater, was an engineering challenge since it is located above a thick layer of ver

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26

Bekbasarov, I. I., and N. А. Shanshabayev. "ANALYSIS OF RESEARCH RESULTS AND APPLICATION OF PILES AS PART OF HYDRAULIC FACILITIES." Bulletin of Kazakh Leading Academy of Architecture and Construction 90, no. 4 (2023): 77–96. http://dx.doi.org/10.51488/1680-080x/2023.4-06.

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The review article analyzes the results of research and application of various types of pile structures as part of hydraulic structures, including hammered, bored, tongue-and-groove piles. The results of the analysis of the study of foreign and domestic experts have shown the effectiveness of the use of piles in hydraulic engineering. The applications of piles as anti-filtration curtains of dams, for blocking riverbeds, the base of trough channels, aqueducts, mooring, embankments, fencing, shore-strengthening and other hydraulic structures are described. The features of the work of various typ

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27

Lukyanov, Sergey, Alexander Averkiev, Alexander Rybalko, Yuri Tatarenko, Natalia Frolova, and Oleg Shevchuk. "Innovative technologies of geoinformation support for hydraulic structures." E3S Web of Conferences 110 (2019): 01024. http://dx.doi.org/10.1051/e3sconf/201911001024.

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The paper presents the technologies of geoinformation support within hydraulic structures construction and exploitation at the stage of engineering-geological, engineering-ecological and engineering-hydrometeorological surveys for environmental economics during the implementation of major projects in the field of sustainable development of cities and municipalities. The impact of dredging on the natural environment is considered, and a conclusion about the need to study the rate of sedimentation at different stages of exploration, design, construction, and operation of underwater engineering f

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28

Panin, V. N. "Special features of welding hydraulic engineering structures and equipment." Welding International 21, no. 10 (2007): 738–49. http://dx.doi.org/10.1080/09507110701668804.

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29

Popov, Valeriy P., Dmitriy V. Popov, and Anna Yu Davidenko. "On Technology of Hydraulic Engineering Structures Pile Foundations Production." Procedia Engineering 111 (2015): 652–55. http://dx.doi.org/10.1016/j.proeng.2015.07.127.

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30

Popov, Valeriy P., Dmitriy V. Popov, and Anna Yu Davidenko. "On Technology of Hydraulic Engineering Structures Retaining Walls Production." Procedia Engineering 111 (2015): 656–59. http://dx.doi.org/10.1016/j.proeng.2015.07.128.

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31

Ivashchenko, I. N., and V. B. Yancher. "Engineering method of calculating the reliability of hydraulic structures." Hydrotechnical Construction 22, no. 6 (1988): 321–26. http://dx.doi.org/10.1007/bf01426821.

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32

Smolyakova, Anastasia. "ANALYSIS OF APPROACHES TO MODELING THE OCCURRENCE, DEVELOPMENT AND ELIMINATION OF EMERGENCY SITUATIONS AT HYDRAULIC ENGINEERING FACILITIES." NATURAL AND MAN-MADE RISKS (PHYSICO-MATHEMATICAL AND APPLIED ASPECTS) 2023, no. 1 (2024): 42–50. https://doi.org/10.61260/2307-7476-2024-2023-1-42-50.

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Currently, an important problem, both for society and for the economy of the country as a whole, remains the problem of the safety of water bodies, especially dams and other hydraulic structures. To date, there are more than 29 thousand hydraulic structures in the Russian Federation. The destruction of such facilities is of both defense, economic and social significance for the country, as well as a potential danger to the health and life of the population, as well as the entire natural environment. About 100 million people live in the zone of possible impact of damaging factors. Based on this

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33

Mohammed, Ahmed Y. "Driftwood blocking sensitivity on sluice gate flow." Open Engineering 12, no. 1 (2022): 1051–59. http://dx.doi.org/10.1515/eng-2022-0384.

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Abstract Hydraulic structures such as sluice gates are more sensible of driftwood that is transported by a river; all this debris, like a trunk, deadwood, and rootstocks, can be accumulated upstream hydraulic structures may cause many hydraulic troubles, so studded such as these phenomena more essential to prevent or reduce its effects on these structures. Many studies dealt with the impact of driftwood on scouring around piers and weirs and its hydraulics, but the studded dealt with sluice gate structures are few and still need deep studies. This study dealt with the sensitivity of driftwood

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34

Frolov, Kirill E. "Experimental studies of reinforced concrete structures of hydraulic structures strengthened with composite materials." Structural Mechanics of Engineering Constructions and Buildings 15, no. 3 (2019): 237–42. http://dx.doi.org/10.22363/1815-5235-2019-15-3-237-242.

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Relevance. During the operation process (first of all, long-term operation) of hydraulic structures, it becomes necessary to strengthen their reinforced concrete structures. In recent years, reinforcement of reinforced concrete structures has been used in industrial and civil construction by external reinforcement systems made of composite materials (for example, carbon materials). In this case, in hydraulic engineering construction there are only isolated examples of such amplification. Aims of research. Experimental studies of reinforced concrete structures of hydraulic structures strengthen

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35

Frishter, Lyudmila. "Pre-project evaluations of All-Russian Exhibition Center landscape park ponds condition." MATEC Web of Conferences 170 (2018): 02015. http://dx.doi.org/10.1051/matecconf/201817002015.

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Modeling and planning of Moscow urban development sustainability affect many urban infrastructures, including social, transport, engineering ones, as well as modern level of land improvement. Modern architectural and design possibilities in urban environment planning are implemented in a large-scale reconstruction project of the All-Russian Exhibition Center (VVC). The reconstruction of the VVC complex in Moscow includes creation of artificial urban landscape with pronounced nature of exhibition complex. VVC landscape complex includes a cascade of ponds, hydraulic engineering system based on t

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36

Wang, Lei, Shengwen Tang, Terasa E. Chen, Wengui Li, and Chamila Gunasekara. "Sustainable High-Performance Hydraulic Concrete." Sustainability 14, no. 2 (2022): 695. http://dx.doi.org/10.3390/su14020695.

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37

Khamitov, I. K., Yu A. Sokolova, E. M. Gotlib, and A. A. Filip'ev. "Effective coatings for hydraulic structures." Hydrotechnical Construction 21, no. 4 (1987): 240–42. http://dx.doi.org/10.1007/bf01429620.

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38

Allilueva, E. I., L. M. Garkun, T. S. Vorotova, and L. M. Deryugin. "Portland cement for hydraulic structures." Hydrotechnical Construction 22, no. 4 (1988): 209–13. http://dx.doi.org/10.1007/bf01429844.

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39

Boltunov, V. A. "Biophysical profiling of hydraulic structures." Hydrotechnical Construction 29, no. 10 (1995): 618–31. http://dx.doi.org/10.1007/bf02443054.

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40

Ferdos, Farzad, Anders Wörman, and Ingvar Ekström. "Hydraulic Conductivity of Coarse Rockfill used in Hydraulic Structures." Transport in Porous Media 108, no. 2 (2015): 367–91. http://dx.doi.org/10.1007/s11242-015-0481-1.

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41

Volgin, George. "The hydraulic resistance coefficient in the conditions of simultaneous effect of Re, Fr and Unknown node mfrac found in MathML fragment.$ {B \over h} $." E3S Web of Conferences 97 (2019): 05031. http://dx.doi.org/10.1051/e3sconf/20199705031.

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One of the most important tasks of engineering hydraulics is to determine the energy loss during the motion of the fluid flow. The study of the question of whether the patterns of hydraulic resistances are similar in a calm and turbulent flow is relevant in the design of hydraulic structures. In most cases, a turbulent regime of fluid motion is observed in various applications, but to date, the theory of turbulence is not considered complete. When designing hydraulic structures, inaccuracies in the existing calculation methods can lead to a decrease in the efficiency and reliability of the ent

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42

Mukimova, S. R. "Hydraulic engineering construction on the territory of ancient and medieval Tajikistan." Heritage and Modern Times 4, no. 4 (2022): 443–52. http://dx.doi.org/10.52883/2619-0214-2021-4-4-443-452.

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The article discusses traditions of constructing hydraulic structures on difficult terrain since ancient times. Features of the landscape and socioeconomic conditions on the territory of Tajikistan have led to the development of engineering structures here over the centuries from the simplest local building materials – stone, tree, clay. Despite the primitiveness of the building culture, the masters of the past could arrange large irrigation structures that allow transporting water over difficult terrain, arrange dams, distribution irrigation units and much more. Much of the experience of the

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43

Chernykh, O. N., and V. A. Burlachenko. "WAYS OF OPTIMIZING THE STUDY OF HYDROTECHNICAL DISCIPLINES BY STUDENTS OF THE DIRECTION OF NATURAL “DEVELOPMENT AND WATER USE”." Vestnik scientific and methodological council in environmental engineering and water management, no. 23 (2021): 18–25. http://dx.doi.org/10.26897/2618-8732-2021-23-18-25.

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The article discusses the proven ways of organizing the control of educational work through the use of interactive, in the study of environmental hydraulic engineering in order to consolidate the material on the disciplines of the hydrotechnical cycle by students of the direction of Environmental Engineering and Water Use in the direction of Environmental Hydraulic Structures and Water Resources Management and Envi-ronmental Hydraulic Structures. The expediency and effectiveness of conducting classes in the form of a business game, which is a simulation model of a working design group at a des

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44

Ginzburg, S. M., and A. M. Yudelevich. "Reliability Assessment of Hydraulic Structures." Power Technology and Engineering 54, no. 6 (2021): 793–801. http://dx.doi.org/10.1007/s10749-021-01289-0.

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45

Mamayusubovich, Shaynazarov Ravshan. "Didactic Bases of Using Software Tools for Modeling Hydrotechnic Installations for Future Engineers." European International Journal of Pedagogics 5, no. 2 (2025): 68–71. https://doi.org/10.55640/eijp-05-02-18.

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The article provides future engineers with solutions for automating the activities of organizations that provide construction and use of hydraulic structures using modern modeling technologies in their design, designing a 3D project of hydraulic structures developed by IT companies using modern engineering programs. Also, the article is based on the need for future engineers to learn how to use the best programs and technologies for their use for modeling hydraulic structures, and at the same time to future engineers the use of modeling programs for hydraulic structures. In addition, some of t

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46

Zyuzina, Oksana V. "Experimental studies of reinforced concrete structures of hydraulic structures strengthened with prestressed transverse reinforcement." Structural Mechanics of Engineering Constructions and Buildings 16, no. 6 (2020): 504–12. http://dx.doi.org/10.22363/1815-5235-2020-16-6-504-512.

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Relevance. When repairing hydraulic structures, it is often necessary to face the task of strengthening them. Among the methods of strengthening retaining structures, the most interesting are those that allow to immediately include reinforcement elements in joint work with the structure and carry out work without removing the backfill soil from the rear edge. When choosing repair materials, attention should be paid to corrosion-resistant composite materials, the use of which in hydraulic engineering is not yet standardized, but the scope of their application is expanding every year. The main a

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47

Pawar, Nikunj, Dr Nina R. Dhamge, Om Kharkar, Vedanti Yeole, Utkarsh Siddham, and Nikhil Meshram. "Frequency Analysis of Rainfall Data." International Journal for Research in Applied Science and Engineering Technology 11, no. 5 (2023): 2181–86. http://dx.doi.org/10.22214/ijraset.2023.52070.

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Abstract: The intensity of precipitation plays a crucial role in hydraulic engineering when creating hydraulic structures and evaluating their impact. To design hydraulic projects such as drainage networks, bridges, and road culverts, Intensity-DurationFrequency (IDF) curves are used. These curves are heavily influenced by project planning, design, and operation in the field of water resources engineering and are also used in various flood structures. In this study, the frequency of rainfall intensity duration was determined in Kamti, Khari, catchments, Nagpur Maharashtra, from 1996 to 2019. T

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48

Politko, Valentin A., Sergey V. Solomatin, Anastasia I. Karakozova, and Pavel A. Truskov. "Ice loads on hydraulic engineering structures: enhancement of analysis methods." Vestnik MGSU, no. 5 (May 2020): 701–11. http://dx.doi.org/10.22227/1997-0935.2020.5.701-711.

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Introduction. It is very important to properly analyze ice loads when selecting architectural and structural solutions for hydraulic engineering structures (HS), as this analysis has a significant impact on the economic efficiency of a construction project as a whole. Since this discipline is relatively new and relevant for certain areas only, the use of the finite-element method is not common for the modeling of ice as compared to other materials, such as concrete and steel, and it is rarely used in design. Materials and methods. Ice loads are classified into types subject to the availa

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Liu, Lei, Liang Chen, Zai Qin Wang, Zhen Li, Shan Feng Wang, and Hui Li. "Preparation and Properties of Water-Borne Inorganic Zinc-Rich Coating in Hydraulic Engineering Metal Structures." Applied Mechanics and Materials 423-426 (September 2013): 861–65. http://dx.doi.org/10.4028/www.scientific.net/amm.423-426.861.

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Hydraulic engineering metal structures are susceptible to corrosion because of their chronically work in special environment. Water-borne inorganic zinc-rich coatings, owing to their excellent corrosion resistance and environmental performance, are suitable to be used in hydraulic engineering metal structures. In the paper, organic lotion and flaky zinc are used to upgrade the properties through modifying their filler and film. The experimental results show that the water-borne inorganic zinc-rich coatings with flaky zinc as filler and modified potassium silicate as film materials are provided

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Kachaev, A., and S. Turapin. "FEATURES OF RECONSTRUCTION OF EARTH DAMS OF RECLAMATION SYSTEMS." Science & World, no. 3 (December 22, 2024): 6–10. https://doi.org/10.26526/2307-9401-2024-3-6-10.

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Abstract:

Hydraulic structures of the melioration complex currently require work on their reconstruction and modernization. The tasks in this area are very urgent and ambitious - bringing soil and reinforced concrete hydraulic structures into regulatory compliance to increase their reliability and efficiency in the private and public sectors of the economy. Each hydraulic structure is unique. Therefore, each of them, whose service life is more than 25 years, may have its own features and methods of their engineering resolution during reconstruction.

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