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UDC 628.14.001.57
Shishov S. Yu., Ivanov Vlad. Mikh., Bychkov D. A., Nezamaev E. A.
Hydraulic model for monitoring and control of the Tumen public water supply operation
Summary
Geographic information technologies allow facilitating significantly the task of operating the public water supply of an urban. In Tumen designing a hydraulic model of the water distribution network operation on the basis of «Zulu» program-design package has been carried out since 2006. The system is aiming at improving the quality, reliability and energy efficiency of the water supply and distribution operation. At the initial stage an integrated design scheme of the major water mains was developed. This hydraulic model provided for developing and implementing a number of important measures for the optimization of the water distribution network operation mode in Tumen. To improve the accuracy the model was further detalized by adding pipelines to every customer into the design scheme. At the same time pipeline certification started with recording results in the geographic information system. Calibration of the detailed hydraulic model was carried out on the basis of the information obtained from 530 pressure gauges installed at the residential service connections. The carried out calculations were noted for high accuracy (to 0.3 atm deviation). With the help of the detailed hydraulic model the following tasks are being accomplished in «Tumen Vodokanal» LLC: changing the operation modes of the pumping stations, planning water mains outage, determining technical possibility of connecting new objects. Basing on the calculations in 2011 a project of installing 24 pressure control valves in the water distribution network was implemented. The geographic information system is noted for the function of using map layers of tile-servers in Internet, as well as for possible data storage and failure analysis. The information obtained in the process of using the detailed hydraulic model is widely used by the distribution network operating service of «Tumen Vodokanal» LLC for the team task description and determining gate valve closure pattern.
Key words
pipeline , pump , pressure regulator , geoinformation system , control points in the distribution network , hydraulic model , certification
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UDC 681.518
Kritskii G. G.
Urban utility infrastructure and digital technologies
Summary
Integration of all the trends of software development in the process of digital transformation will provide for establishing a uniform highly reliable urban IT environment. The use of digital technologies will result in the elimination of the negative impact of human factor on the operation of the utility systems. By the electronic model of the water supply and wastewater disposal systems the mathematical model of these systems is meant assigned to the city base map with account of the cadastral territorial divisions and designed for the imitation simulation of their operation modes. The structure of the utilities layer in the specialized geographic information system (GIS) is developed automatically with the formation of the layer objects and modes of their operation. The process of plotting utility networks on the city map has been automated to the uttermost. At that a topologically fixed network graph is developed with the bridging of the relative data bases to each object. It is advisable to incorporate the electronic model of the water supply and wastewater disposal systems into the uniform urban information system with a common base map, common address database with the separation of user access according to the operator profile. The rough estimate of the efficiency of introducing the software can be carried out by the expenditure estimates. Using the expenditure estimates the economic benefit will be calculated to some tolerance, however, it will provide for evaluating the benefits and necessity of purchasing the software.
Key words
geoinformation system , digital technologies , digital model , digital twin , utility network simulation , mobile devices , utility network calculation
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UDC 550.813:65.012.25
Karmazinov F. V., Semenov Iu. V.
The use of geographical information system in the activities of the customer service of SUE « Vodokanal of St. Petersburg »
Summary
The technology of using the geographical information system for planning the inventory of the customer data base and data exchange between the billing information system and GIS of the enterprise with the purpose of providing for the visual control of the inventory procedure is described. The geographical information system of SUE «Vodokanal of St. Petersburg» includes a set of subsystems (modules) designed in «Baltros DesktopSubsystemEngine» unified integration runtime environment. On the whole the technology of the customer data base inventory developed on the basis of the city operational cadastral plan with the possibility of the visual control of the results proved to be efficient. It provides for planning the activities, handling data bulks and assessing situations to take operative decisions during staff meetings, in the process of analyzing and monitoring intermediate and final results of the inventory procedure.
Key words
geoinformation system , billing system , data exchange , customer data base inventory
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UDC 628.14.001.57
Butko A. V., Kur'ianov S. A., Shibaeva N. A.
The use of geographic information systems in the Rostov Vodokanal operations
Summary
The efficient operation of water supply systems in the cities is impossible without using advanced geographic information technologies. They provide for accumulating and organizing significant amounts of the daily incoming data that characterize the process and energy parameters of different equipment at the water and wastewater facilities – from water intakes to effluent outfalls. The information from 44 master control points, 80 water pumping stations of the first through fourth stages, potable and process water meters, meters of the effluent discharged into the surface water bodies is acquired in real-time mode. Processing this information, controlling and adjusting 45 pressure control valves and other work related to maintaining the set process flow pattern at the water and wastewater facilities located on the territory of more than 34,850 hectares require reliable assistants. These particular assistants, ZuluHydro and ZuluDrain home-made systems, are used by the engineers and technicians of «Rostovvodokanal» JSC in their routine work. The practical use of the processed information in the analytical and operational activities significantly reduces the time for making technologically correct decisions and provides for obtaining real benefits in the form of reduced energy costs and saving in material resources consumption.
Key words
water supply , pumping station , water disposal , software package , pressure regulator , geoinformation system , hydraulic model , certification of infrastructure facilities , metering arrangement , telemetry , hydraulic model, analysis of the accident cause
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UDC 628(14+21):66.011
DOI 10.35776/VST.2023.08.04
Gromov Grigorii, Novikov Kirill
On possible combining the concepts of BIM and GIS while developing schematics of external water supply and sewer networks
Summary
At the moment, the concepts of «scheme of water supply and wastewater disposal of a settlement» and «project documentation» are fixed in the Russian legislation. Based on the activities provided in the scheme, project documentation for each of them is further developed. At the same time, the development of an electronic model of the water supply and wastewater disposal scheme, in accordance with Decree of the Government of the Russian Federation of September 5, 2013 No. 782, is carried out using software based on a geographic information system (GIS); whereas the design documentation for a capital construction object should be developed on the basis of an information model in accordance with Decree of the Government of the Russian Federation No. 331 dated March 5, 2021. The information model is developed with the help of the software using BIM modeling. The analysis shows that for the moment the software that would fully combine these two concepts – GIS and BIM is not available. Interim results of the implementation of the software package in «Mosvodokanal» JSC are presented with the analysis of possible combining the concepts of BIM and GIS to obtain more accurate and complete information about the facility being implemented.
Key words
water supply , water disposal , geoinformation system , electronic model , outdoor networks , BIM-modeling
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UDC 628.179.3
Egorova Yu. A., Konevskii E. V., Vas'kovskii A. V., Zaiko V. A.
The experience of using geographical information technologies and program-calculation complexes in searching unaccounted-for-water losses in the Samara water supply system
Summary
The use of geographical information systems and program-calculation complexes for hydraulic simulation of water supply systems provides for minimizing the labor intensity and calculation time, carrying out more complete and high-quality analysis of the results obtained, and applying efficiently in practice of searching unaccounted-for-water losses in the water distribution networks. The elimination of water losses provides for reducing the operating expenses, introducing most economical operation method, improving the operating reliability of each separate element and the entire system. The introduction of ZuluHydro 7.0 geographical information system and hydraulic simulation designed by Polyterm Russian company at the facilities of «Samarskie Kommunal’nye Sistemy» LLC ensured 38% reduction of the delivery water volume into the local zone network, 8 m w. c. reduction of the output pressure at the main pumping station, formation of the algorithm of actions in searching unaccounted-for-water losses (technical and commercial), and its extrapolation on the entire Samara water supply system.
Key words
water supply system , geoinformation system , hydraulic model , unaccounted-for-water losses (technical and commercial)
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UDC 628.32.62-192.004.1
Bogomolov M. V., Dudchenko T. O., Pakhomov A. N., Streltsov S. A., Khamidov M. G., Belov N. A.
Improvement of Operational Reliability of Wastewater Disposal System of Moscow
Summary
The reliable and efficient operation of the wastewater disposal system of Moscow is one of the most important components of sanitary and ecological well-being of the city. Under the conditions of water saving and an annual reduction in volumes of water consumption and wastewater disposal the priority directions of development of the wastewater disposal system are improvement of water treatment quality and reliability of networks and facilities operation. With that end in view the Moscow State Unitary Enterprise Mosvodokanal (MSUE) introduces new methods of renovation of sewerage networks using widely up-to-date computer technologies and geoinformation systems, carries out the reconstruction of water treatment facilities. This complex of measures makes it possible to reduce considerably the risk of emergency situations.
Key words
treatment facilities , sewerage system , sewerage network , trenchless method of repair , pressure pipeline , geoinformation system , mini-TPP (mini-thermal power plant)
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UDC 628.32:65.012.45
Domnin K. V., Yeroshenko R. I., Krivosheyev V. A.
Developing information technologies at the Khabarovsk MUE «Vodocanal»
Summary
Automation and centralization of control over the facilities of Khabarovsk Vodokanal have been carried out since 1991. At present 38 sewage and 40 water pumping stations are working in fully automatic mode. At the Municipal water treatment facilities and Tungus ground water facilities the systems of process automation and visualization were introduced. An automated water quality biomonitoring system is in operation. An automated system of commercial energy accounting is being designed. The existing information systems are continuously improved with the introduction of advanced software. A most critical task for the nearest future is establishing a corporate information management system.
Key words
automated control system , geoinformation system , process control , energy accounting system , fiber-optic communication line
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UDC 628.21:004.65:53.072.12
DOI 10.35776/VST.2024.11.05
Rakitskii D. S., Vas'kovskii A. V., Konevskii E. V.
Designing an electronic network and a hydraulic model of the wastewater disposal system of the Urban District of Samara
Summary
For the purpose of improving the efficiency of the wastewater disposal system control in the Urban District of Samara, along with providing for the reliable operation and mitigation of the negative impact on the environment in the context of the urban area development, the specialists of Samarskie Kommunal’nye Sistemy, LLC, are designing and using in their work an electronic network and a hydraulic model of the municipal sewer system and its structures. However, prior to developing and launching the model operation, a detailed analysis of the current condition of the wastewater disposal system (passportization), arrangement of the interaction of the subdivisions on the data updating (actualization), provision of the data entry on the calculated nodal loads and data on the occurring blockages are needed. The correct simulation can provide for the significant improvement of the system operation efficiency, mitigation of the flooding risks and improvement of the general control of the water resources. Using these technologies will not only contribute to the sustainable development of the urban infrastructure, but also provide for the environmental protection and public health.
Key words
water disposal system , geoinformation system , hydraulic model , basic data , GIS Ingeo , ZuluGIS
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UDC 628(14+21):66.011
Primin Oleg, Gromov Grigorii
Designing an electronic model of water supply and wastewater disposal systems and model implementation by the example of a Russian city
Summary
Basing on the requirements set by the Russian legislation the development of the water industry and municipal utilities infrastructure shall be implemented in accordance with water supply and wastewater disposal plans. In case the city population exceeds 150 thousand inhabitants these plans shall include electronic models of water supply and wastewater disposal systems. The practical experience of «MosvodokanalNIIproject» JSC in the field of designing water supply and wastewater disposal plans for Russian cities shows that designing a proper electronic model requires significant scope of information including topological data for all the existing pipelines, geodesic marks of the pipelines, water consumer and pump characteristics, etc. Full data acquisition and displaying in electronic format can take a lot of time. In case the operator of the water and wastewater systems does not have a detailed electronic model at the first stage usually a decision is made within the frames of water supply and wastewater disposal systems engineering to design an enlarged version that will provide for estimating and analyzing the operation of water mains, main pumping stations and regulation facilities. Further on, based on the model analysis and approbation and on the city Masterplan and urban infrastructure the prospective models are developed. The experts of «MosvodokanalNIIproject» JSC successfully designed electronic models of water supply and wastewater disposal systems of Ufa, Irkutsk, Penza, and Orenburg. The experience of designing an electronic model of water supply and wastewater disposal systems by the example of a Russian city is presented.
Key words
hydraulic design , geoinformation system , water and wastewater systems , electronic model , zoning of system
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UDC 628.144/.218.001.575
Nekrasov A. V., Nikiforov A. F.
Tools for developing schemes and electronic models of water and wastewater networks
Summary
RF Government Decree No. 782 «On water and wastewater schemes» together with the applicable Rules specifying a number of provisions of Federal Law «On water supply and wastewater disposal» are considered with relation to the problems that water companies are facing in the process of its implementation. Developing electronic models of water and wastewater systems is a task of the companies that are directly responsible for providing these services. Comparing to electronic models schemes are more general information structures. Models serve as data sources for scheming and allow predicting network development. In the process of data transfer from electronic models to network schemes the use of identical software is sufficient. To solve this problem geographic information systems that are optimal for making an inventory of the network elements are most appropriate. Herewith the software for math modeling shall be able to import the available data. The direct use of the imported model in calculations is possible only if we have relatively small-sized networks. For network model building it is reasonable to use specially configured software which is of prime importance for big cities. When choosing the software special attention shall be paid both to the possibility of communicating with the geographic information system at the data level and to the availability of means to provide for the adequacy of calculation models and simulated networks.
Key words
water supply network , hydraulic design , geoinformation system , electronic model of water and (or) wastewater system , water supply and wastewater disposal , electronic model
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UDC 628.1/.2:004.9
Egorova Yu. A., Zaiko V. A., Konevskii E. V., Vas'kovskii A. V.
Development of the information complex at «Samarskie Kommunal’nye Sistemy» LLC
Summary
Data processing arrangement has been the most important condition of high efficient management of a utility system of any complexity degree. Integrated synergy of software from different designers is under development at «Samarskie Kommunal’nye Sistemy» LLC that will provide for the consolidation of data from the enterprise divisions. In the process of data exchange standard software tools built-in by the designers are used to full advantage; however if necessary the elements designed using own resources or by contractors are used. Much attention is paid to the compliance with the requirements to protecting the information classified as an official secret. The data exchange system is being upgraded; however even in its current form it provides for supplying the technical departments with operational information, reducing the time required for development of adequate hydraulic models, improving their sophistication, carrying out efficient locating and eliminating latent water losses in the water supply system.
Key words
geoinformation system , software , electronic model , information consolidation , water supply and wastewater disposal system
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