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tom 23
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nr 3
571-585
EN
Drinking Water Distribution Systems (DWDSs) play a key role in sustainable development of modern society. They are classified as critical infrastructure systems. This imposes a large set of highly demanding requirements on the DWDS operation and requires dedicated algorithms for on-line monitoring and control to tackle related problems. Requirements on DWDS availability restrict the usability of the real plant in the design phase. Thus, a proper model is crucial. Within this paper a DWDS multi-species quality model for simulation and design is derived. The model is composed of multiple highly inter-connected modules which are introduced to represent chemical and biological species and (above all) their interactions. The chemical part includes the processes of chloramine decay with additional bromine catalysis and reaction with nitrogen compounds. The biological part consists of both heterotrophic and chemo-autotrophic bacteria species. The heterotrophic bacteria are assumed to consume assimilable organic carbon. Autotrophs are ammonia oxidizing bacteria and nitrite oxidizing bacteria species which are responsible for nitrification processes. Moreover, Disinfection By-Products (DBPs) are also considered. Two numerical examples illustrate the derived model's behaviour in normal and disturbance operational states.
EN
The presented paper contains issues related to corrosion of water supply lines formed in cast iron and steel. This process can manifest in different ways, including pipe degradation, release of iron by-products, water flow restriction, microbial growth and the reduction of drinking water safety for consumers, which present a significant threat to water supply safety. The aim of the paper was to show changes that emerged in pipes formed in grey cast iron and steel as a result of potable water flow depending on the duration of their use. The corrosion scales from old water pipe lines were analyzed for their structure and composition. The description of the test methodology presents the procedure regarding, analysis of the inner and outer coating with the use of scanning equipment, and chemical analysis of the corrosion sludge. In this study, corrosion products were carefully collected from four old, corroded iron pipes made of different materials – gray cast iron and steel. It can be concluded that scale charac-teristics, including micromorphology, porosity and composition, vary significantly due to different pipe materials and times operating. Characteristics of corrosions scales sampled from different pipe segments show obvious differences, both in physical and chemical aspects. Corrosion scales were found highly amorphous. Diverse results can be observed in the case of the test of inner and outer surface of water supply pipes with the use of scanning equipment. The highest quantity of corrosion pits in the structure were present in the line formed in grey cast iron no. 2, while the deepest pits – over 14 mm – were recorded in steel pipe no. 4. Lines with the most reduced cross-section include steel pipe no. 3, which was characterized by presence of sludge sized over 26 mm. When considering the issue of the chemical composition of the formed corrosion sludge, particular attention must be drawn to the elements that may penetrate into water as a result of its flow, thus causing a considerable deterioration of its quality in chemical and physical terms. Among the major constituent elements of the deposits, iron was most prevalent followed, in the order of decreasing prevalence, by silicon, aluminum, sulfur, calcium, manganese, magnesium. Consequently, characterization of corrosion scales is indispensable to water quality protection.
EN
The presented paper contains issues related to corrosion of water supply lines formed in cast iron and steel. This process can manifest in different ways, including pipe degradation, release of iron by-products, water flow restriction, microbial growth and the reduction of drinking water safety for consumers, which present a significant threat to water supply safety. The aim of the paper was to show changes that emerged in pipes formed in grey cast iron and steel as a result of potable water flow depending on the duration of their use. The corrosion scales from old water pipe lines were analyzed for their structure and composition. The description of the test methodology presents the procedure regarding, analysis of the inner and outer coating with the use of scanning equipment, and chemical analysis of the corrosion sludge. In this study, corrosion products were carefully collected from four old, corroded iron pipes made of different materials – gray cast iron and steel. It can be concluded that scale characteristics, including micromorphology, porosity and composition, vary significantly due to different pipe materials and times operating. Characteristics of corrosions scales sampled from different pipe segments show obvious differences, both in physical and chemical aspects. Corrosion scales were found highly amorphous. Diverse results can be observed in the case of the test of inner and outer surface of water supply pipes with the use of scanning equipment. The highest quantity of corrosion pits in the structure were present in the line formed in grey cast iron no. 2, while the deepest pits – over 14 mm – were recorded in steel pipe no. 4. Lines with the most reduced cross-section include steel pipe no. 3, which was characterized by presence of sludge sized over 26 mm. When considering the issue of the chemical composition of the formed corrosion sludge, particular attention must be drawn to the elements that may penetrate into water as a result of its flow, thus causing a considerable deterioration of its quality in chemical and physical terms. Among the major constituent elements of the deposits, iron was most prevalent followed, in the order of decreasing prevalence, by silicon, aluminum, sulfur, calcium, manganese, magnesium. Consequently, characterization of corrosion scales is indispensable to water quality protection.
EN
Model-based predictive control (MPC) is an effective method for control of the large scale systems. The method relying on repeating applying the first element of the calculated control sequence to the system, based on the model of the system and available system output measurements. A time duration of control calculation is a crucial criterion for applying this method. In this paper effective algorithm of control the drinking water distribution system (DWDS) is presented. Algorithm is based on genetic algorithm (GA), specialized genetic operators (SPO) and simulator Epanet. To improve the GA convergence, specialized genetic operators based on system operator knowledge of practical system control are proposed. Effectiveness of proposed specialized genetic operators on the example DWDS of the Chojnice city is presented.
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