scholarly journals Optimal control of fluctuations of the “liquid substance - pipeline” system in terms of speed during transportation of a liquid substance

2021 ◽  
Vol 2094 (5) ◽  
pp. 052020
Author(s):  
S M Sergeev ◽  
E N Provotorova ◽  
Y O Lebedeva ◽  
L N Borisoglebskaya ◽  
Ja Kravets

Abstract The process of transporting a liquid substance (oil, petroleum products, gas mixtures) the pipeline network and related engineering facilities, being a dynamically non-equilibrium physical system, are often carried out in extreme modes, which can form dangerous wave phenomena accompanied by various instabilities, generating undesirable consequences and even catastrophes. Similar phenomena can occur in technical devices and apparatuses containing in their design hydraulic networks for the transfer of continuous media (aircraft, energy objects). Eliminate (extinguish or reduce the intensity) such phenomena are possible in the shortest possible time by making additional structural changes to the pipeline network, which make it possible to use external devices for dynamic influence on the “liquid substance – pipeline” system and eliminate (or minimize) the possibility of negative wave effects. The paper is devoted to the problem of eliminating dangerous vibrations initiated by a liquid substance transported through a pipeline network, provided that time resources are spent minimally. A mathematical model of the wave process and the problem of optimal control over the speed of such a model are considered. The control effect on the “liquid substance-pipeline” system is carried out at the initial and final points of the pipeline network, while the necessary information about the state of the system is used in a finite number of points distributed along the entire length of the pipeline, which makes it possible to calculate external influences on the system. In order to simplify the presentation of the results, a linear carrier of a liquid substance is used (in applications, a pipeline without branches) and a one-dimensional wave equation – the length of the pipeline is much larger than its diameter.

2016 ◽  
Vol 858 ◽  
pp. 145-150
Author(s):  
Yu Liang Zhao ◽  
Zhao Dong Xu

This paper discussed an elastic-plastic time-history analysis on a structure with MR dampers based on member model, in which the elastoplastic member of the structure is assumed to be single component model and simulated by threefold line stiffness retrograde model. In order to obtain better control effect, Linear Quadratic Gaussian (LQG) control algorithm is used to calculate the optimal control force, and Hrovat boundary optimal control strategy is used to describe the adjustable damping force range of MR damper. The effectiveness of the MR damper based on LQG algorithm to control the response of the structure was investigated. The results from numerical simulations demonstrate that LQG algorithm can effectively improve the response of the structure against seismic excitations only with acceleration feedback.


2021 ◽  
pp. 147592172110565
Author(s):  
Chungeon Kim ◽  
Hyunseok Oh ◽  
Byung Chang Jung ◽  
Seok Jun Moon

Pipelines in critical engineered facilities, such as petrochemical and power plants, conduct important roles of fire extinguishing, cooling, and related essential tasks. Therefore, failure of a pipeline system can cause catastrophic disaster, which may include economic loss or even human casualty. Optimal sensor placement is required to detect and assess damage so that the optimal amount of resources is deployed and damage is minimized. This paper presents a novel methodology to determine the optimal location of sensors in a pipeline network for real-time monitoring. First, a lumped model of a small-scale pipeline network is built to simulate the behavior of working fluid. By propagating the inherent variability of hydraulic parameters in the simulation model, uncertainty in the behavior of the working fluid is evaluated. Sensor measurement error is also incorporated. Second, predefined damage scenarios are implemented in the simulation model and estimated through a damage classification algorithm using acquired data from the sensor network. Third, probabilistic detectability is measured as a performance metric of the sensor network. Finally, a detectability-based optimization problem is formulated as a mixed integer non-linear programming problem. An Adam-mutated genetic algorithm (AMGA) is proposed to solve the problem. The Adam-optimizer is incorporated as a mutation operator of the genetic algorithm to increase the capacity of the algorithm to escape from the local minimum. The performance of the AMGA is compared with that of the standard genetic algorithm. A case study using a pipeline system is presented to evaluate the performance of the proposed sensor network design methodology.


Energies ◽  
2019 ◽  
Vol 12 (16) ◽  
pp. 3170
Author(s):  
Hu ◽  
Chen ◽  
Ding ◽  
Gu

Current studies have achieved energy savings of vehicle subsystems through various control strategies, but these control strategies lack a benchmark to measure whether these energy savings are sufficient. This work proposes a control design framework that uses the 1.5 °C target in the Paris Agreement as a benchmark to measure the adequacy of energy savings of vehicle subsystems. This control design framework involves two points. One is the conversion of the 1.5 °C target into a constraint on the energy consumption of a vehicle subsystem. The other is the optimal control design of the vehicle subsystem under this constraint. To describe the specific application of this control design framework, we conduct a case study concerning the control design of active suspension in a battery electric light-duty vehicle. By comparison with a widely used linear quadratic regulator (LQR) method, we find that this control design framework can both ensure the performance comparable to the LQR method and help to meet the 1.5 °C target in the Paris Climate Agreement. In addition, a sensitivity analysis shows that the control effect is hardly changed by battery electric vehicle market share and electricity CO2 intensity. This work might provide insight on ways that the automotive industry could contribute to the Paris Agreement.


Author(s):  
Glenn Pettitt ◽  
Shana Westfall

During many years of working on oil and gas pipeline projects, the authors have experienced many occasions where safety and environmental professionals on the same project have conducted assessments without using an integrated approach, often to the detriment of the project. This ‘siloed’ behaviour is evident in the way that safety and environmental teams are often assembled at different times and have little to no interaction. An Environmental, Social and Health Impact Assessment (ESHIA) is used as a key mechanism to identify potential adverse consequences from a pipeline project in terms of unwanted impacts to fauna and flora and local communities. Simultaneously, major hazard studies are carried out for a pipeline project to identify major accident hazards risks to adjacent communities or at above ground installations (AGIs), usually from flammable events due to the transport of natural gas, crude oil or petroleum products. Both the ESHIA and the major accident hazards processes will identify appropriate prevention, control and mitigation measures to reduce the risk from the pipeline system and to manage the potential adverse consequences in the unlikely event of a major accident. Within the scope of many ESHIAs prepared now, there is an assessment of environmental and social impacts from ‘unplanned events’, which essentially are those major hazard events with the potential to cause multiple injuries or fatalities to people in the local community or at AGIs. As such events are likely to have a major consequence to the environment, particularly in the case of crude oil and petroleum products releases, it makes sense for such events to be studied by both safety and environmental professionals using an integrated approach. Such an integrated approach requires collaboration between various professionals from an early point within a project, as there are several different aspects with a pipeline project that will require the assessment of key personnel. For a pipeline project in the design stages, the main points for consideration are as follows: • Construction of the pipeline system, with major disruptions to the local environment from the construction itself (line pipe and AGIs) and due to the logistical requirements (traffic movements, movements of personnel and construction camps, moving major equipment across the world). • Operation of the pipeline system, with potential adverse impacts due to a loss of containment, as has been shown by many accidents in the past (e.g. Ref 1, 2). The key issue here is that the initiating events often remain the same, certainly with regard to operations where the initiating event will be a loss of containment. There may be adverse consequences to people, the biological environment and the physical environment, depending on the location and nature of the incident. For this reason joint participation in the hazard identification (HAZID) process by key safety, social and environmental professionals is considered beneficial to a pipeline project to ensure all potential initiators are included. In this case, the HAZID process would also include an environmental impact identification (ENVID), rather than conducting both processes separately. A major advantage of conducting an integrated approach is the potential cost-savings. By bringing together technical safety and environmental professionals at an early stage of pipeline project design, there is the potential to avoid ‘doubling-up’ on potential issues, as well as conducting two parallel processes that have many similarities. Perhaps more significantly, many potential adverse consequences (environmental, social and safety) can be prevented, controlled or mitigated through their early consideration during project design. Hence, by bringing together these different technical view-points at an early stage of pipeline system design, potential risk reduction options that would be beneficial to people and the environment may be identified. If ESHIA considerations and major accident hazard studies are evaluated in parallel during the early stages of a project (e.g. Appraise or Select), a pipeline project will have more available options to prevent potential impacts. As prevention of hazards is generally more cost-effective than designing in control and mitigation measures (for recovery of an incident), this will have a critical financial benefit. Furthermore, early changes to project design are generally far less costly than changes in the latter stages of a pipeline project; hence, early identification of prevention and risk reduction may be hugely beneficial.


Author(s):  
Alan X. L. Zhou ◽  
David Yu ◽  
Victor Cabrejo

Continuous economic development demands safe and efficient means of transporting large quantities of crude oil and other hydrocarbon products over vast extensions of land. Such transportation provides critical links between organizations and companies, permitting goods to flow between their facilities. Operation safety is paramount in transporting petroleum products in the pipeline industry. Safety can affect the performance and economics of pipeline system. Pipeline design codes also evolve as new technologies become available and management principles and practices improve. While effective operation safety requires well-trained operators, adequate operational procedures and compliance with regulatory requirements, the best way to ensure process safety is to implement safety systems during the design stage of pipeline system. Pressure controls and overpressure protection measures are important components of a modern pipeline system. This system is intended to provide reliable control and prevent catastrophic failure of the transport system due to overpressure conditions that can occur under abnormal operating conditions. This paper discusses common pressure surge events, options of overpressure protection strategies in pipeline design and ideas on transient hydraulic analyses for pipeline systems. Different overpressure protection techniques considered herein are based on pressure relief, pressure control systems, equipment operation characteristics, and integrated system wide approach outlining complete pressure control and overpressure protection architecture for pipeline systems. Although the analyses presented in this paper are applicable across a broad range of operating conditions and different pipeline system designs, it is not possible to cover all situations and different pipeline systems have their own unique solutions. As such, sound engineering judgment and engineering principles should always be applied in any engineering design.


CORROSION ◽  
1959 ◽  
Vol 15 (3) ◽  
pp. 74-82
Author(s):  
M. R. BARUSCH ◽  
L G. HASKELL ◽  
R. L PIEHL

Abstract This article summarizes the corrosion inhibitor program of a products pipeline system since its initial operation eight years ago. Initially alkaline sodium nitrite solutions were utilized for corrosion protection. This material was an effective corrosion inhibitor, but its use resulted in the production of large quantities of rust and scale, and in addition contributed to water cloud problems. Use of an oil soluble corrosion inhibitor minimized these problems and resulted in improved protection of the pipeline. During the past three years an average internal corrosion rate of only 0.025 mil per year was observed, in spite of the fact that prolonged periods occurred when no inhibited product contacted sections of the pipe. A mechanism explaining the behavior of oil soluble corrosion inhibitors in a pipeline is presented. This theory accounts for the outstanding effectiveness of such materials and explains why they protect the metal during the prolonged periods when uninhibited stocks are present. The use of more than one oil soluble corrosion inhibitor in products transported through a pipeline causes mixtures of inhibitor molecules to be adsorbed on the surface of the pipe. One inhibitor in contact with the pipe tends to displace another inhibitor previously adsorbed on the surface. This results in some interchange of the corrosion inhibitors in the products transported. The degree of protection realized from the use of several corrosion inhibitors in a pipeline system is discussed. 5.8.2


2018 ◽  
Vol 153 ◽  
pp. 09001
Author(s):  
Rangsan Wannapop ◽  
Thira Jearsiripongkul ◽  
Krit Jiamjiroch

Metropolitan Waterworks Authority (MWA) is Thailand's national government agency responsible for the supply of water to 3 provinces Bangkok, Nonthaburi and Samut Prakan with more than 2,384.9 km2 of service area and 2,281,058 consumers in the year 2016. Bangkok, which is both the capital and the economic center of the country, is densely populated. Consequently, there is a huge demand for water; MWA has to supply 5.914 million cubic meters of water per day. Because the metropolitan water supply area is a densely populated city, the water supply system is very complex like a spider’s web. For this reason, MWA has adopted EPANET software for its water supply managing tool in the main pipeline system. There are some mistakes in the main pipe network; the elevations of the nodes are not assigned, so there are some errors. In this study, we have assigned elevations for all nodes on the pipeline network based on mean sea level (MSL). After adjusting the elevation of each node, it was found that the new pipeline network has increased the correlation between means to 0.893 from the existing model mean of that is 0.803 of accuracy up 0.09 (11.2%).


Author(s):  
Yuliya V. Razvadovskaya ◽  

The article attempts to identify the key parameters of new industrialization, scientifically substantiate the place of such components as digitalization, cooperation, and the role of the public sector in economic transformation. An attempt is made to formulate the main theses of the concept of phase, which makes it possible to establish not only the divisibility of the process of new industrialization, but also to identify the main economic characteristics in the form of dominants, determinants and patterns for each phase of neoindustrial transformations. It is noted that, in most of the existing studies, new industrialization itself acts as one of the phases of economic development, along with such phases as industrialization, deindustrialization and reindustrialization. Each of these phases has a corresponding time interval and corresponding key parameters that allow identifying the main processes and results of passing the phase. Moreover, each of these phases also obeys the laws of phase behavior and, accordingly, can be divided into certain phases. The article considers new industrialization as a fourphase process. In view of the fact that new industrialization is a process that includes both the goals of modernization and the goals of innovative development, and thus assumes that there is a lag behind the basic technological development of the potential of the industry, the first phase of the process is the initiation of new industrialization, which implies a control effect on the process. Increasing the productivity of capital and labor in the system of new industrialization presupposes the active use of new technologies and knowledge, the increasing of efficiency through the widespread involvement of technological innovations in the economic circulation, as well as structural changes and the use of new combinations of resources. Digitalization at the initial stage of new industrialization can be viewed as a digital transformation, which leads to the formation of a new technological basis for production. At the stage of the full deployment of new industrialization, digitalization is a determinant that ensures the effective development of neoindustrial transformations. At the initial stage of new industrialization, the form of ownership of industrial resources is considered as a key dominant. The author concludes that key parameters such as digitalization, cooperation and the form of ownership at various phases of new industrialization can act as both determining and influencing factors, and under certain conditions become process patterns.


2021 ◽  
Vol 80 (4) ◽  
pp. 233-239
Author(s):  
D. A. Macheret

The most important business of the domestic railway industry is freight transportation, which decisively affects the financial and economic stability and efficiency of the Russian railways. Successful activities in the field of rail freight transport are determined by both the volume and the structure of these transportations. In the long term perspective, there is a risk of a reduction in the freight base of railways due to the global paradigm of decarbonization of the economy, as well as the implementation of a “circular economy”, which assumes a continuous cycle of material processing with close to 100% utilization of products that have completed their life cycle and the use of appropriate materials for the production of new products. Reducing the consumption of coal, oil and petroleum products in the course of decarbonization will lead to a corresponding reduction in the volume of their transportation by rail, and the implementation of the “closed cycle economy” — to a reduction in the transportation of non‑hydrocarbon raw materials, which also occupies a significant share in rail transportation. Taking into account the noted trends, the article provides an expert categorization of goods transported by rail by the level of long‑term prospects. All freights are divided into four categories: non‑promising, low‑promising, promising and highly promising. Based on the proposed categorization with the use of retrospective data on rock loading of freights on railway transport, a significant change in the structure of loading was revealed in terms of its long‑term prospects. For a generalized evaluation of the level of long‑term prospects of the loading structure, a new indicator is proposed — an indicator of long‑term prospects of loading. Its retrospective analysis was carried out. The results of the analysis are given a qualitative evaluation based on the developed scale of zonal values of this indicator. The necessity of solving the problem of timely replacement of freights, the traffic volumes of which will decrease in the future due to structural changes, with freights with a higher level of long‑term prospects, has been substantiated. The target structure of freight loading on the railway network is proposed and the time horizon on which it is desirable to achieve it is substantiated. The directions for the development of research on this topic have been determined.


Author(s):  
Robert V. Hadden ◽  
Kevin J. De Leenheer

As part of its Integrity Management Program, Trans Mountain Pipe Line hydrostatically tests sections of its pipeline system with water transported to test sites through the pipeline. After completion of the testing, the water continues through the pipeline to a water treatment facility where it is treated and discharged to the municipal sewer system. Hydrostatic testing of an operating pipeline, although simple in concept, is a major undertaking. This paper will outline the technical aspects of Trans Mountain’s hydrostatic testing program including: test water transportation, environmental constraints, coordination of test activities and water treatment.


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