LEGAL REGULATION IN THE IMPLEMENTATION OF A SET OF MEASURES AIMED AT ENSURING THE OPERATIONAL RELIABILITY AND SAFETY OF OWNERLESS HYDRAULIC STRUCTURES

Author(s):  
Z.M. Kadiev ◽  
◽  
A.N. Kochetov ◽  

На территориях, поднадзорных Федеральной службе по экологическому, технологическому и атомному надзору, территориальными Управлениями в рамках возложенных полномочий, проводятся регулярные работы, направленные на выявление и сокращение количества бесхозяйных гидротехнических сооружений. Статус гидротехнического сооружения в качестве бесхозяйного, являющегося объектом, создающими повышенную опасность для населения, требует принятия незамедлительных мер по постановке их на учет и передаче в собственность и/или оперативное управление эксплуатирующей организации для обеспечения безопасности с целью предотвращения чрезвычайных ситуаций и стихийных бедствий. Законодатель уделил особое внимание вопросу соблюдения обязательных требований безопасности бесхозяйных ГТС. И отнес их к наиболее вероятно опасным объектам хозяйственного права. Отсутствие собственника и/или эксплуатирующей организации, подготовленного и аттестованного штата обслуживающих сооружения специалистов, не может не отразиться на потенциальной опасности самого сооружения и, как следствие, территории его расположения. Эти события могут послужить причиной возникновения ситуаций, влекущих за собой негативные последствия, ввиду наличия опасности для жизни и здоровья людей, проживающих на данной территории.

2021 ◽  
pp. 52-57
Author(s):  
E. V. ANDREEV ◽  

During the operation of pressure hydraulic structures, there is an objective need to ensure their safety and reliability. In the case of non-stationary loads on hydraulic structures, they can be either seriously damaged or destroyed. One of the non-stationary effects can be considered a directed explosion on the body of a hydraulic structure or in the immediate vicinity of it. At significant Mach numbers, the processes of excitation of the internal degrees of freedom of molecules, ionization and dissociation of gas molecules, and their recombination occur behind the shock wave front. The course of these processes is due to the almost tenfold compression of the gas at the time of the explosion and it’s heating relative to the room temperature of the order of 104 K. The use of approximate and numerical methods is a consequence of the difficulties associated with the need to solve nonlinear equations of gas dynamics, with the simultaneous use of relaxation equations and equations of chemical kinetics at the same time.


Author(s):  
O. V. Kovalenko

Actualuty of the problem. The effective functioning of water-reclamation systems depends to a large extent on the operational reliability and durability of hydraulic structures. The structural elements of hydraulic structures of water management and reclamation complex from the moment of commissioning are subject to aggressive environmental influences. Aggressive factors (hydrostatic water pressure, alternating freezing and thawing, wetting and drying, corrosive action of salts dissolved in water, dynamic action of ice, etc.) constantly affect concrete structures, gradually destroying them. Therefore, the development of measures aimed at ensuring high resistance of structures to the aggressive environmental factors is relevant. Effective operation of structures with long-term aggressive environmental factors is only possible if they are protected (reinforced) with effective insulating, anticorrosive, high-strength, wear-resistant and cavitation-resistant composite materials. Specific characteristics of polymer and polymer-cement composite materials (high strength, corrosion resistance, frost resistance, adhesion to different coatings) enable to create effective technologies for restoring the functional capacity of hydraulic structures and increasing their stability. The need of reinforcing concrete structures of hydraulic facilities by combining or partially replacing them with modern composite materials and structures made of polymers and polymer cement is determined in view of increasing coolness, reliability and durability of the structures. These materials should be standardized at the stage of design, construction, repair and reconstruction of structures that will ensure their operational reliability and durability in aggressive environment. The development and implementation of technical solutions increasing the operational reliability and durability of hydraulic facilities for water-reclamation purposes while reducing their material and metal intensity are ones of the main areas of scientific research in the field of construction, repair and reconstruction of water-reclamation systems. Achieving high technical and economic performance of hydraulic facilities, taking into account the significant effect of aggressive environmental factors on them is possible using a scientifically sound combination of concrete and reinforced concrete structures with polymer and polymer cement composite materials. The highest level of reliability will be ensured by the structures providing the protection against damage, corrosion and filtration using the latest high performance composite materials. Optimization of technical solutions to increase the operational reliability and durability of hydraulic facilities is only possible provided that modern composite materials properties are comprehensively studied, their compliance with the requirements of water and reclamation construction, taking into account extreme operating conditions, is determined and new efficient technologies for future performance of the facilities are created. Along with expanding the use of polyme and polymer-cement composite materials, finding new varieties of polymer additives and obtaining reliable data on the durability of these materials in different operating conditions will be extended. Results. The Institute of Water Problems and Land Reclamation of NAAS has developed the main technological areas of polymer and polymer-cement composite materials application for increasing the operational reliability of hydraulic structures of water management and reclamation complex: polymeric film screens and geomembranes for increasing the anti-filtration properties; polymer and bitumen-polymer sealants for the arrangement and restoration of deformation joints; polymer and polymer-cement mixtures for structural repairs, restoration of bearing capacity, waterproofing protection, protection against filtration, accidental damage, corrosion, cavitation and actuation of hydraulic structures; concrete polymers, polymer concrete and polymer cement with high physical and mechanical properties for construction, repair and reconstruction of hydraulic structures.


2021 ◽  
pp. 79-88
Author(s):  
V. B. ZHEZMER ◽  
◽  
A. O. SHCHERBAKOV

The issues of ensuring the safety and operational reliability of the functioning of irrigation and drainage systems with a long service life are considered. It has been established that the service life of irrigation and drainage systems in the south of Russia is about 40-50 years, the average wear is 72%. In the Krasnodar territory the rate of wear of reservoirs, ponds and canals is about 80-100% which indicates to a signifi cant siltation and loss of throughput capacity. Depreciation of dams and dikes is 35-40%. The main damages of the HTS are erosion of the upper slope, malfunction of the spillway and silting of the reservoir bowl (pond) which leads to increased filtration through the dam body, an increase in the level of the depression curve and complication of the passage of fl ood water. Changes in the rules for the operation of hydraulic structures, in particular, a decrease in the normal retaining level in comparison with the design level is not a rare occurrence. At the same time, the HTS operation in the sparing mode can be considered a temporary measure used until repair or reconstruction is carried out. The operational efficiency of hydraulic structures with a high degree of wear at the level of ultimate loads and impacts below the design values is noticeably getting reduced. The use of constant monitoring, as well as forecasting the reliability of hydraulic structures, can reduce the severity of the problem. Safe and effi cient operation of hydraulic structures with a high degree of wear during the period preceding repair or reconstruction can be ensured by introducing a system for automated monitoring of hydraulic structures in combination with a decision support system (DSS).


2021 ◽  
pp. 55-62
Author(s):  
E. V. ANDREEV ◽  

At the stage of the life cycle, ensuring the operational reliability and safety of pressure head hydraulic structures is an urgent task. One of the serious threats at the present stage is the destruction of hydraulic structures by the impact of non-stationary loads, by directed explosions in the immediate vicinity of the structures or on their surface. Shock waves pose a serious threat to hydraulic structures. Impulse short-term impact on the solid surfaces of hydraulic structures or on the aquatic environment characterizes the specifi cs of the problem under consideration, as the nonstationary of the process of motion of continuous media into which, in a short time interval, a volume of energy can be released that can deform or completely destroy them. Scenarios of this kind can occur either in the immediate vicinity of a hydraulic structure or as a result of the collision of solid bodies on its surface. Water upstream of the hydro technical structure and its body is a complex liquid because many of its characteristics differ significantly in size from similar characteristics of other liquids or have so-called anomalies on pressure and temperature dependences.


2021 ◽  
Vol 16 (8) ◽  
pp. 182-191
Author(s):  
S. A. Amashukeli

The paper discusses certain issues related to the legal regulation of relations arising in the creation and operation of hydraulic structures as an element of water management systems. The relevance of the topic raised is due to the significant impact on the water body of any hydraulic structure created for the use of water resources. The paper shows the legal nature of the relationship between a hydraulic structure and a water body and the ways of reflecting this relationship in the rules of law governing relations on the use and protection of waters; the legal regime for the protection of hydraulic structures from the negative consequences of improper operation is studied. Based on an analysis of the current Russian legislation, the author concludes that there is a differentiated approach to the legal regulation of the relations in question. The provisions of water legislation and legislation on environmental protection are applied to a hydraulic structure as part of a water management system that affects a water body. To a technically complex object, the improper operation of which potentially poses a threat to human life, different provisions are applied, namely the provisions of legislation and a number of regulatory and technical safety acts.


2019 ◽  
Vol 11 (138) ◽  
pp. 179-180
Author(s):  
A.V. KUZMINA ◽  
◽  
A.P. KOROBOVA ◽  
D.A. KAREV ◽  
◽  
...  

2007 ◽  
Vol 41 (2) ◽  
pp. 74-80
Author(s):  
V. M. Davidenko ◽  
P. I. Fotiev ◽  
S. Z. Safin ◽  
O. V. Moskvichev ◽  
N. N. Prosvetova

2021 ◽  
pp. 66-72
Author(s):  
V.Ya. Zharnitsky ◽  
◽  
E. V. ANDREEV ◽  
Yu.V. Zaitsev

Ensuring the operational reliability of hydraulic structures is an important task at the stage of the life cycle of the structure. The main reasons of destructions of hydraulic structures in the course of research were identifi ed as errors in the design of such structures and their construction, or the absence of operating organizations and, as a result, the lack of proper maintenance for such structures. Such errors inevitably lead to the creation of defects in the body of hydraulic structures with the subsequent development of deformations and destruction of hydraulic structures because of a violation of the fi ltration strength. In this regard, standard methods for assessing operational reliability appear to be cumbersome and ineffi cient in the conditions of a short time allotted for assessing the degree of damage to the structure, obtaining reliable results on the current level of operational condition of hydraulic facilities, taking into account the physical and mechanical properties of the materials, the degree of damage and the characteristics of the operation.


Author(s):  
O. V. Kovalenko

Hydrotechnical structures of water management and land reclamation complex from the moment of commissioning are subject to aggressive environmental effects: hydrostatic water pressure, alternating freezing and thawing, moistening and drying, corrosive action of salts dissolved in water, dynamic action of ice. The trouble-free operation of structures with long-term aggressive environmental factors is possible only in the case of providing their protection (reinforcement) with effective insulating, anticorrosive, high-strength, wear-resistant and cavitation-resistant composite materials. Waterproofing coatings, which arrange on the surface of reinforced concrete structures, plays an important role in ensuring operational reliability and durability of hydraulic structures. Having rather low cost of waterproofing coatings as compared to the cost of structures the fate of their responsibility in terms of ensuring the durability and operational reliability of the structures is high enough. Waterproofing coatings serve as a barrier to an aggressive environment and thus protect structures from destruction. Notwithstanding the importance of waterproofing protection, this issue is not given due attention today. Therefore, filtration of water through the structures of water-reclamation facilities is a common phenomenon. Water filtration through damaged concrete of hydraulic structures causes dissolution and leaching of water with calcium hydroxide (leaching), which further causes the decomposition of other components of the cement stone and leads to the dilution of the concrete structure and to the strengthening of drip filtration. Drip filtration increases over time, then jet filtration develops, which can lead to complete destruction of the structure. Therefore, providing waterproofing protection of structures is an important engineering task in their construction and operation. One of the determining factors for the effectiveness of waterproofing is the right selection of material. Traditional waterproofing materials on a bituminous basis have insufficient physical-mechanical properties and durability. However, modern technologies of waterproofing protection of concrete and reinforced concrete structures are based on the use of effective composite materials with high physical, mechanical and protective properties. Depending on the type of binder, waterproofing materials can be based on bitumen, bituminous-mineral, bitumen-polymer, coal, polymer compositions, as well as on the basis of cements and polymer cements. The selection of a waterproofing material should be made taking into account the specifics of the operating environment and the conditions of use. The most common in the construction of gluing roll materials on a bituminous basis can only partially satisfy the need for hydraulic engineering, as for the waterproofing of hydraulic structures. There are high requirements with regard to the aggressiveness of the environment and their low repairsability. The most promising for use in the technology of arrangement of waterproofing coatings on concrete and reinforced concrete structures of hydraulic engineering facilities of water management and reclamation complex are polymer cement mixtures, binders in which are Portland cement modified with polymer latex dispersion powder (for two-component). Creation of effective polymer cement waterproofing compositions is based on optimization of the ratio of interpenetrating meshes of polymers and crystal matrix hydrates. Modification of cement systems by polymers allows to increase adhesion and deformation characteristics, fracture resistance and corrosion resistance of polymer cement composites. Depending on the components included in the mixture, waterproofing coatings may be rigid or elastic. Rigid formulations are a water-mixed, dry mixture that includes a vinyl acetate copolymer and designed for waterproofing concrete and reinforced concrete structures with low water filtration. Elastic waterproofing materials are usually two-component. These materials are used for waterproofing structures that are susceptible to deformation, as well as surfaces with a high degree of water filtration and where cracks up to 1 mm are formed. Elastic two-component formulations are dry mixtures with the addition of redispersible polymer powders. They consist of two components: a dry mixture of modified fine cement and aqueous latex polymer, usually acrylic. The content of polymer latex in the mixture has a significant effect on the rheological properties of polymer-cement mixtures and on the physical and mechanical properties of waterproofing coatings made of them. Thus, the introduction of a redispersible polymer powder Axilat L 8262 in a waterproofing mixture in the amount of up to 10% by weight of cement increases the mobility of the mixture from 3,2 to 8,0 cm, increases the adhesive strength of the coating to concrete from 0,45 to 1,95 MPa, increases its bending strength from 6,9 to 7,9 MPa, reduces its water absorption in 24 hours from 7,02% to 0,35% .  


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