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Journal articles on the topic 'Hydraulic engineering Linear programming'

Author: Grafiati

Published: 10 December 2022

Last updated: 31 July 2025

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1

Qi, Qing Lan, and Shao Xiong Zhang. "Nonlinear Regression Analysis for Programming and Engineering Application." Advanced Materials Research 846-847 (November 2013): 1080–83. http://dx.doi.org/10.4028/www.scientific.net/amr.846-847.1080.

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Aiming at the calculating the flow of cutthroat flume in Hydraulic Engineering, the test data is processed through the nonlinear regression analysis program which is based on the principle of least square method. With 33 equations of various functions including linear, power function curve and exponential curve to be selected as the mathematical model, the regression analysis is taken through 33 equations. Comparing the regression coefficient from analysis, the optimal mathematical model is selected as the empirical formula, which has great significance in guiding the practical engineering.

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Han, Bin, and Hongyan Gao. "Linear Parameter-Varying Model Predictive Control for Hydraulic Wind Turbine." Actuators 11, no. 10 (2022): 292. http://dx.doi.org/10.3390/act11100292.

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Wind speed uncertainty and measurement noise affect the control effect in hydraulic wind turbine systems. This paper proposes a model predictive control (MPC) method with a dynamic Kalman filter (KF) based on a linear parameter-varying (LPV) model to address this problem. First of all, the LPV model for a nonlinear system of a hydraulic wind turbine is established using function substitution. Then, a LPV-based KF is introduced into the MPC to provide more precise estimated results and improve the anti-interference ability of the system. According to the current condition of the hydraulic wind

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Zhang, Ming Zhe, Wei Wang, Dong Ning Su, Kang Min Zhong, and Zhi Ming Sui. "Mechanical-Electronic-Hydraulic Integration: Light Load Linear Reciprocating Motion Device Having Variable Frequency, Displacement and Velocity." Advanced Materials Research 279 (July 2011): 377–81. http://dx.doi.org/10.4028/www.scientific.net/amr.279.377.

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The light load linear reciprocating motion device driven by a small-size pneumatic cylinder is most economical, but its velocity and location precision is not good. When substituting the drive for small-size hydraulic cylinder, the significant shortcoming is environmental pollution. If the motion is achieved through rolling screw-nut mechanism driven by stepping motor, the space layout is very inconvenient. A light load linear reciprocating motion device integrating mechanical, electronic and hydraulic technology is designed. In this device, the motion is achieved through short-stroke rolling

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Saad, João Carlos Cury, and Miguel A. Mariño. "DESIGN OF MICROIRRIGATION SYSTEMS IN SLOPING LANDS USING LINEAR PROGRAMMING." IRRIGA 7, no. 3 (2002): 214–25. http://dx.doi.org/10.15809/irriga.2002v7n3p214-225.

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DESIGN OF MICROIRRIGATION SYSTEMS IN SLOPING LANDSUSING LINEAR PROGRAMMING[1] João CarlosCury SaadDepartment of Rural Engineering, College of Agricultural Sciences, São Paulo State University, P.O. 237, CEP 18603-970, Botucatu, SP. E-mail: joaosaad@fca.unesp.brMiguel A. MariñoDepartment of Land, Air and Water Resources and Department of Civil & Environmental Engineering, University of California, Davis, CA 95616, USA. E-mail: mamarino@ucdavis.edu 1 Summary When the area to be irrigated has a high slope gradient in the manifold line direction, an option is to use a tappered pipeline to redu

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Błaszczyk, Jacek, Andrzej Karbowski, Kamil Krawczyk, Krzysztof Malinowski, and Alnoor Allidina. "Optimal Pump Scheduling for Large Scale Water Transmission System by Linear Programming." Journal of Telecommunications and Information Technology, no. 3 (September 30, 2012): 91–96. http://dx.doi.org/10.26636/jtit.2012.3.1283.

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Large scale potable water transmission system considered in this paper is the Toronto Water System, one of the largest potable water supply networks in North America. The main objective of the ongoing Transmission Operations Optimizer project consists in developing an advanced tool for providing such pumping schedules for 153 pumps, that all quantitative requirements with respect to the system operation are met, while the energy costs are minimized. We describe here a linear, so-called SimplifiedModel (SM), based on mass-balance equations, which is solved on week horizon and delivers boundary

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Malikov, Rauf Kh, Natig M. Abbasov, Mahluga S. Rahimova, and Alihikmat A. Ahmadov. "Formalization of the non-linear programming for the configuration of the heat exchange system in column apparatuses of the petrochemical industry with minimum costs." Nafta-Gaz 79, no. 12 (2023): 804–8. http://dx.doi.org/10.18668/ng.2023.12.06.

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For increasing the efficiency of heat transfer processes, the layer-by-layer concept of arrangement of various types of packings in column apparatuses is considered. The results of hydraulic tests of a dry and irrigated cell packing, as well as individual hydraulic tests of a mesh packing, are presented. Methods and algorithms for solving linear programming problems under “uncertainty” conditions were considered. However, in some areas of science it is often difficult or impossible to formalize the problem in an appropriate way and reduce it to a linear programming problem. In this paper, meth

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Pałka, Piotr, Marcin Malec, Przemysław Kaszyński, Jacek Kamiński, and Piotr Saługa. "District Heating System Optimisation: A Three-Phase Thermo-Hydraulic Linear Model." Energies 16, no. 8 (2023): 3316. http://dx.doi.org/10.3390/en16083316.

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Investments in the development of the district heating system require a thorough analysis of the technical, economic, and legal aspects. Regarding the technical and economic context, a mathematical model of the district heating system has been proposed. It optimizes both the technical and economic aspects of the function and development of a district heating system. To deal with non-linearities, the developed linear programming model is divided into three phases: flow, thermal, and pressure. Therein, non-linear dependencies are calculated between the linear optimization phases. This paper pres

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Creaco, Enrico, Feifei Zheng, and Giuseppe Pezzinga. "Minimum transport-driven algorithm for water distribution network partitioning." Journal of Water Supply: Research and Technology-Aqua 71, no. 1 (2021): 120–38. http://dx.doi.org/10.2166/aqua.2021.143.

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Abstract This paper presents a novel algorithm driven by the minimization of the transport function for the partitioning of water distribution networks (WDNs) into district metered areas (DMAs). The algorithm is based on the linear programming (LP) embedded inside a multi-objective genetic algorithm, which enables engineering criteria, such as the minimization of the boundary pipes and the maximization of the uniformity of DMAs, to be considered in the partitioning. Furthermore, the application of the algorithm on the dual network topology based on segments and valves guarantees that configura

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Al-Khayat, Rasha Hayder, Ameer A. Kadhim, Maher A. R. Sadiq Al-Baghdadi, and Muhannad Al-Waily. "Flow parameters effect on water hammer stability in hydraulic system by using state-space method." Open Engineering 12, no. 1 (2022): 215–26. http://dx.doi.org/10.1515/eng-2022-0014.

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Abstract The water hammer (WH) phenomenon is one of the most dangerous phenomena in hydraulic systems, especially pipelines, gates, and locks on these lines. There are many analytical solutions to deal with the WH phenomenon, including the treatment of friction losses, but most solutions use linear arithmetic operations, which depart from the actual situation of the WH phenomenon. Also, the methods currently used are most challenging and complex and give imprecise results to treat the mentioned phenomenon. In order to reach a state closer to the situation of losses and stability of the hydraul

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Zhang, Bin, Shuang Wang, Yuting Liu, and Huayong Yang. "Research on Trajectory Planning and Autodig of Hydraulic Excavator." Mathematical Problems in Engineering 2017 (2017): 1–10. http://dx.doi.org/10.1155/2017/7139858.

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As the advances in computer control technology keep emerging, robotic hydraulic excavator becomes imperative. It can improve excavation accuracy and greatly reduce the operator’s labor intensity. The 12-ton backhoe bucket excavator has been utilized in this research work where this type of excavator is commonly used in engineering work. The kinematics model of operation device (boom, arm, bucket, and swing) in excavator is established in both Denavit-Hartenberg coordinates for easy programming and geometric space for avoiding blind spot. The control approach is based on trajectory tracing meth

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Méthot, Jean-François, and Martin Pleau. "The effects of uncertainties on the control performance of sewer networks." Water Science and Technology 36, no. 5 (1997): 309–15. http://dx.doi.org/10.2166/wst.1997.0225.

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The effects of uncertainties on the performance of a Certainty Equivalent Open Loop Feedback Control approach is investigated throughout simulations of the Quebec Urban Community Sewer Network. The optimization algorithm is based on nonlinear programming with the peculiarity that all the constraints are linear. The hydraulic routine is a Linear Time Invariant (LTI) model associated to a Kalman filter. Preliminary results show the benefit of adding a filtering action to guarantee robust performance in the presence of measurement errors and model mismatch. The selected control scheme seems to be

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Onen, Fevzi. "GEP PREDICTION OF SCOUR AROUND A SIDE WEIR IN CURVED CHANNEL." JOURNAL OF ENVIRONMENTAL ENGINEERING AND LANDSCAPE MANAGEMENT 22, no. 3 (2014): 161–70. http://dx.doi.org/10.3846/16486897.2013.865632.

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Side-weirs have been widely used in hydraulic and environmental engineering applications. Side-weir is known as a lateral intake structure, which are significant parts of the distribution channel in irrigation, land drainage, and urban sewerage system, by flow diversion device. Local scour involves the removal of material around piers, abutments, side-weir, spurs, and embankments. Clearwater scour depth based on five dimensional parameters: approach flow velocity (V1/Vc), water head ratio (h1–p)/h1, side-weir length (L/r), side-weir crest height (b/p) and angle of bend θ. The aim of this study

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Cassiolato, Gustavo Henrique Batista, Esdras Penêdo de Carvalho, and Mauro Antonio da Silva Sá Ravagnani. "An MINLP model for the minimization of installation and operational costs in water distribution networks." Acta Scientiarum. Technology 45 (December 19, 2022): e59993. http://dx.doi.org/10.4025/actascitechnol.v45i1.59993.

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Water Distribution Networks (WDN) are important systems for industrial processes and urban centers. WDN can be formed by reservoirs, pipes, nodes, loops, and pumps and its complete design can be formulated as an optimization problem. The majority of published papers in the open literature use meta-heuristics for problem solution, as well as hydraulic simulators to calculate pressures and velocities. In the present study, a Mixed Integer Non-Linear Programming (MINLP) model was developed to the synthesis of WDN considering the minimization of the WDN total cost, given by the sum of installation

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Nie, S. L., Y. P. Li, X. Y. Shi, G. H. Huang, and B. Hu. "An IPINP model for the assessment of filter allocation and replacement strategies in a hydraulic contamination control system under uncertainty." Proceedings of the Institution of Mechanical Engineers, Part C: Journal of Mechanical Engineering Science 223, no. 4 (2008): 999–1015. http://dx.doi.org/10.1243/09544062jmes1074.

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An interval-parameter integer non-linear programming (IPINP) model is developed for the assessment of filter allocation and replacement strategies in a hydraulic contamination control system under uncertainty. The IPINP can handle uncertainties expressed as interval values that exist in the left- and right-hand sides of constraints as well as in the objective function. A piecewise linearization approach is proposed to solve the IPINP model, which has advantages in identifying global optimum and is associated with low computational efforts for an uncertain non-linear programme. The developed me

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Price, Eyal, and Avi Ostfeld. "Iterative LP water system optimal operation including headloss, leakage, total head and source cost." Journal of Hydroinformatics 15, no. 4 (2013): 1203–23. http://dx.doi.org/10.2166/hydro.2013.124.

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Linear water balance optimal operation models are common with relative short solution times but suffer from a lack of certainty whether the given solution is at all hydraulically feasible. Introducing hydraulic headloss, water leakage and changing pump energy consumption, effect the resulting system optimal operation but also create a non-linear problem due to the convex relation between flow, headloss, water leakage and total head. This study utilizes a methodology published by the authors for linearization of convex or concave equations. An iterative linear programming (LP) minimal cost opti

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Madhuri, R., Y. S. L. Sarath Raja, and K. Srinivasa Raju. "Simulation-optimization framework in urban flood management for historic and climate change scenarios." Journal of Water and Climate Change 13, no. 2 (2021): 1007–24. http://dx.doi.org/10.2166/wcc.2021.436.

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Abstract A simulation-optimization framework is established by integrating Hydrologic Engineering Center Hydraulic Modeling System (HEC-HMS) for computation of runoff, siting tool EPA System for Urban Storm-water Treatment and Analysis INtegration (EPA-SUSTAIN) for placement of Best Management Practices (BMPs), and Binary Linear Integer Programming (BLIP) for runoff reduction. The framework is applied to an urban catchment, namely Greater Hyderabad Municipal Corporation (GHMC). The rainfall-runoff analysis was conducted for extreme rainfalls for historic (2016) and future events in 2050 and 20

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Hagos, Medhanie, Donghwi Jung, and Kevin E. Lansey. "Optimal meter placement for pipe burst detection in water distribution systems." Journal of Hydroinformatics 18, no. 4 (2016): 741–56. http://dx.doi.org/10.2166/hydro.2016.170.

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Pipe bursts in water distribution systems (WDS) must be rapidly detected to minimize the loss of system functionality and recovery time. Pipe burst is the most common failure in WDS. It results in water loss out of the system, increased head losses, and low pressure at the customers' taps. Therefore, effective and efficient detection of pipe bursts can improve system resilience. To this end, this study proposes an optimal meter placement model to identify meter locations that maximize detection effectiveness for a given number of meters and type of meter. The linear programming model is demons

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Dai, Wei, Liuqing He, Yongjun Pan, Sheng-Peng Zhang, and Liang Hou. "Improved Vehicle Vibration Control through Optimization of Suspension Parameters Using the Response Surface Method and a Non-Linear Programming with a Quadratic Lagrangian Algorithm." Actuators 12, no. 7 (2023): 297. http://dx.doi.org/10.3390/act12070297.

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Vibration-control techniques generally fall into two categories: passive methods that optimize the structure of the suspension to absorb any impact from the ground, and active methods that directly control the vertical force of the suspension by hydraulic or electric actuators when the vehicle traverses a bumpy road. In this study, a vibration-control method is described that employs both an optimal controller and suspension parameter optimization. Continuous speed bumps are implemented to simulate more complex and realistic driving conditions. First, a vehicle system is modeled using a semi-r

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Alvisi, S., M. Franchini, M. Gavanelli, and M. Nonato. "Near-optimal scheduling of device activation in water distribution systems to reduce the impact of a contamination event." Journal of Hydroinformatics 14, no. 2 (2011): 345–65. http://dx.doi.org/10.2166/hydro.2011.147.

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This paper proposes an innovative procedure for identifying, in the event of accidental or intentional contamination of a water distribution system, the optimal scheduling of activation of a pre-selected set of flow control devices which will serve to minimise the volume of contaminated water consumed by users after the detection of the contaminant in the system. The constraints are represented by the number of available response teams and the maximum speed at which these teams can travel along the roadway. The optimal scheduling of device activation is sought by means of an optimisation proce

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Rengel, Andrés, Alexander Aguila Téllez, Leony Ortiz, and Milton Ruiz. "Optimal Insertion of Energy Storage Systems Considering the Economic Dispatch and the Minimization of Energy Not Supplied." Energies 16, no. 6 (2023): 2593. http://dx.doi.org/10.3390/en16062593.

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This study presents an optimal insertion model for battery storage systems in the nodes of an electrical transmission network. The proposed model is developed through mixed integer linear programming applied to the calculation of DC power flows, considering restrictions given by the characteristics of the network and by the parameters of the generation units. The proposal’s main objective is to reduce the costs of operation and non-supplied energy produced, due to needing to meet the demand fully or partially. As a case study to evaluate the proposed methodology, the IEEE 24-bar test system is

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Жулай, Юрий Алексеевич, Юрий Александрович Кваша та Алексей Дмитриевич Николаев. "СРАВНИТЕЛЬНЫЙ АНАЛИЗ МЕТОДОВ РАСЧЁТА АМПЛИТУД КОЛЕБАНИЙ ДАВЛЕНИЯ, СОЗДАВАЕМЫХ КАВИТАЦИОННЫМ ГЕНЕРАТОРОМ". Aerospace technic and technology, № 3 (27 червня 2018): 58–68. http://dx.doi.org/10.32620/aktt.2018.3.08.

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One of the devices implementing energy-saving technologies is a Venturi tube of special geometry, called the cavitations generator of fluid pressure oscillation (hereinafter referred to as the generator). It converts the steady-state flow of process fluid into a discrete-impulse flow of increased power and has the simplicity of manufacturing that lacks moving parts, does not require additional energy sources and seamlessly fits into existing equipment. The practical use of the generator in engineering, metallurgy, the chemical industry and in mining, can reduce the specific energy consumption

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Patry, G. G., and M. W. Barnett. "Innovative Computing Techniques for Development of an Integrated Computer Control System." Water Science and Technology 26, no. 5-6 (1992): 1365–74. http://dx.doi.org/10.2166/wst.1992.0579.

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Over the past decade there has been a shift in emphasis from design and construction of wastewater treatment facilities to operation. Poor plant performance, high costs and damage to the environment have resulted from operational problems. Wastewater treatment consists of a complex sequence of inter-dependent biological, physical and chemical processes subject to time-varying hydraulic and organic load conditions. Wastewater treatment process operation and control is a knowledge intensive task. Research on improving operation and control has centred on identifying important mechanisms responsi

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Berghout, Brendan L., and George Kuczera. "Network Linear Programming as Pipe Network Hydraulic Analysis Tool." Journal of Hydraulic Engineering 123, no. 6 (1997): 549–59. http://dx.doi.org/10.1061/(asce)0733-9429(1997)123:6(549).

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Lu, Chen Yin, Jian Feng Ma, Xiao Hua Wang, and Xin Rong Shen. "Hydraulic Balance Optimization Calculation and Experimental Research on Model of Fluid Network System." Applied Mechanics and Materials 300-301 (February 2013): 681–88. http://dx.doi.org/10.4028/www.scientific.net/amm.300-301.681.

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By using the fluid network installed flow control valves as the research object, we establish fluid network system resistance model and calculate the hydraulic balance optimal operation by using the linear programming optimization method and characteristic curve fitting of pump. In a specially designed structure of the experimental platform, the feasibility and accuracy of hydraulic balance are tested and verified. Calculation and experimental results show that fluid network system is optimized by the linear programming. The flow control valve combined with pump frequency conversion technology

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Ji, Hui, Songlin Nie, and Yeqing Huang. "An interval-fuzzy two-stage stochastic programming method for filter management of hydraulic systems." Proceedings of the Institution of Mechanical Engineers, Part C: Journal of Mechanical Engineering Science 229, no. 15 (2014): 2788–809. http://dx.doi.org/10.1177/0954406214563737.

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An interval-fuzzy two-stage stochastic programming model for filter management of hydraulic system under uncertainties is proposed in this paper. The interval-fuzzy two-stage stochastic programming model integrates the two-stage stochastic programming, fuzzy programming, and interval parameter nonlinear programming into an optimization model of contamination control in hydraulic system. For a typical hydraulic system, it can be used for expressing the uncertainties existed in the purchase cost of filters, contamination ingression and generation rates, and contamination-holding capacity as prob

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BITTNER, JURAJ, and MIROSLAV CHMATIL. "HYDRAULIC PRESSURE AMPLIFIERS INTEGRATED WITHIN THE HYDRAULIC LINEAR ACTUATORS." MM Science Journal 2022, no. 3 (2022): 5791–94. http://dx.doi.org/10.17973/mmsj.2022_10_2022076.

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The rated pressure of common hydraulic pumps varies depending on their principle and geometric displacement but generally doesn’t significantly exceed 400bar threshold. While this is perfectly adequate for most industrial and off-highway applications, there are applications requiring very high force that cannot be achieved by the linear actuator supplied with common pump pressure due to the space constraints placed upon the actuator. Increasing the pressure by means of pressure amplification resolves this problem. This presentation deals with principle, design considerations, applications, and

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Belevitin, Andrey A., and Victoria G. Ryzhkova. "Identification of gas pipelines hydraulic efficiency coefficients." E3S Web of Conferences 102 (2019): 03002. http://dx.doi.org/10.1051/e3sconf/201910203002.

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This study investigates the identification of non-measureable parameters of the gas transmission system (gas pipelines hydraulic efficiency coefficients). The problem statement and solution procedure are presented. The original problem is divided into two interrelated components: the nonlinear optimization problem and the temperature calculation. The nonlinear optimization problem is solved using the Successive Linear Programming (SLP) method. The problems of insufficiency of measurements and multiplicity of solutions are described, and appropriate approaches are proposed (introduction of addi

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Diaby, Abdullatif Lacina, Lee Luong, Amer Yousef, and Jonas Addai Mensah. "A Review of Optimal Scheduling Cleaning of Refinery Crude Preheat Trains Subject to Fouling and Ageing." Applied Mechanics and Materials 148-149 (December 2011): 643–51. http://dx.doi.org/10.4028/www.scientific.net/amm.148-149.643.

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Refinery crude preheat train (CPHT) is prone to fouling and ageing effects due to the complexity of processed crude feedstock preheated prior to distillation. This has serious implications on the thermal and hydraulic performance of the CPHT. As a result, efficient performance of crude preheat trains is compromised and as such, optimal scheduling cleaning operations are required to restore performance. In this paper, we attempt to review the subject of fouling/ageing control and mitigation in crude preheat train network by optimal scheduling cleaning approach. Three prominent optimisation tech

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Zou, Jin, and Feng Pan. "A Fuzzy-Dynamic-Programming Approach to the Scheduling of Cascaded Hydropower Plants." Advanced Materials Research 760-762 (September 2013): 2028–36. http://dx.doi.org/10.4028/www.scientific.net/amr.760-762.2028.

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An optimization-based algorithm is presented for the optimal operation of hydropower systems with cascaded hydro-plants. Continuous reservoir dynamics and constraints, discrete operating states, and hydraulic coupling of cascaded hydro-plants are considered in an integrated way. The main idea is to decompose the cascaded hydro-plants into individual plants, and then use Fuzzy Dynamic Programming (FDP), rather traditional Dynamic Programming (DP), to solve the subproblem of each plant while considering the hydraulic coupling of the plants. Numerical test shows that this method converges very fa

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Roy, Asim, and Somnath Mukhopadhyay. "Pattern Classification Using Linear Programming." ORSA Journal on Computing 3, no. 1 (1991): 66–80. http://dx.doi.org/10.1287/ijoc.3.1.66.

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Eppstein, David. "Dynamic Three-Dimensional Linear Programming." ORSA Journal on Computing 4, no. 4 (1992): 360–68. http://dx.doi.org/10.1287/ijoc.4.4.360.

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Bixby, Robert E. "Commentary—Progress in Linear Programming." ORSA Journal on Computing 6, no. 1 (1994): 15–22. http://dx.doi.org/10.1287/ijoc.6.1.15.

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Chen, Jin Song, and Wen Bo Cheng. "Linear Analysis of Hydraulic Control System of an Electric-Hydraulic Proportion." Advanced Materials Research 898 (February 2014): 582–85. http://dx.doi.org/10.4028/www.scientific.net/amr.898.582.

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1780 mm hot rolling transport chain electro-hydraulic proportional hydraulic control system of Shanghai Meishan Iron and Steel Co., LTD. Of Baosteel is taken as an example in this paper. The features, the controlling method, the electro-hydraulic proportional directional valve selection and the decision of the specific circuits of this kind of metallurgical equipment are introduced in this paper.

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Toloo, Mehdi. "An Equivalent Linear Programming Form of General Linear Fractional Programming: A Duality Approach." Mathematics 9, no. 14 (2021): 1586. http://dx.doi.org/10.3390/math9141586.

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Linear fractional programming has been an important planning tool for the past four decades. The main contribution of this study is to show, under some assumptions, for a linear programming problem, that there are two different dual problems (one linear programming and one linear fractional functional programming) that are equivalent. In other words, we formulate a linear programming problem that is equivalent to the general linear fractional functional programming problem. These equivalent models have some interesting properties which help us to prove the related duality theorems in an easy m

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Pan, Victor, and John Reif. "Efficient parallel linear programming." Operations Research Letters 5, no. 3 (1986): 127–35. http://dx.doi.org/10.1016/0167-6377(86)90085-4.

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Lustig, Irvin J., and Edward Rothberg. "Gigaflops in linear programming." Operations Research Letters 18, no. 4 (1996): 157–65. http://dx.doi.org/10.1016/0167-6377(96)83270-6.

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Garaix, T., M. Gondran, P. Lacomme, E. Mura, and N. Tchernev. "Workforce Scheduling Linear Programming Formulation." IFAC-PapersOnLine 51, no. 11 (2018): 264–69. http://dx.doi.org/10.1016/j.ifacol.2018.08.289.

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Chetwynd, D. G. "Applications of Linear Programming to Engineering Metrology." Proceedings of the Institution of Mechanical Engineers, Part B: Management and engineering manufacture 199, no. 2 (1985): 93–100. http://dx.doi.org/10.1243/pime_proc_1985_199_052_02.

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Djordjevic, Vladimir, Vladimir Stojanovic, Hongfeng Tao, Xiaona Song, Shuping He, and Weinan Gao. "Data-driven control of hydraulic servo actuator based on adaptive dynamic programming." Discrete and Continuous Dynamical Systems - S 15, no. 7 (2022): 1633. http://dx.doi.org/10.3934/dcdss.2021145.

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<p style='text-indent:20px;'>The hydraulic servo actuators (HSA) are often used in the industry in tasks that request great powers, high accuracy and dynamic motion. It is well known that HSA is a highly complex nonlinear system, and that the system parameters cannot be accurately determined due to various uncertainties, inability to measure some parameters, and disturbances. This paper considers control problem of the HSA with unknown dynamics, based on adaptive dynamic programming via output feedback. Due to increasing practical application of the control algorithm, a linear discrete m

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Rajasekera, J. R., and S. C. Fang. "On the convex programming approach to linear programming." Operations Research Letters 10, no. 6 (1991): 309–12. http://dx.doi.org/10.1016/0167-6377(91)90001-6.

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Baek, Wonjang, and James P. Ignizio. "Pattern classification via linear programming." Computers & Industrial Engineering 25, no. 1-4 (1993): 393–96. http://dx.doi.org/10.1016/0360-8352(93)90304-g.

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Jin, Xiang Shu, Shi Yan Ding, Xue Zhong Tang, and Zhi Xi Hu. "Study on Load-Velocity Dynamic Property of Piston-Type Hydraulic Cylinder Based on SIMULINK." Advanced Materials Research 136 (October 2010): 18–22. http://dx.doi.org/10.4028/www.scientific.net/amr.136.18.

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According to liquid continuity theory and the dynamic equilibrium conditions, established a piston-type hydraulic cylinder mathematical model. Founded the simulation model in the SIMULINK/ MATLAB environment and solved its unit-step response based on the relation between load and velocity, gave the hydraulic cylinder design parameter and the medium character’s influence to its unit-step response, summarized the intrinsic relations between parameters and the time domain index, provided the theory basis to optimize the hydraulic cylinder dynamic property. The hydraulic cylinder load - speed dyna

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Chipka, Jordan, Michael A. Meller, Alexander Volkov, Matthew Bryant, and Ephrahim Garcia. "Linear dynamometer testing of hydraulic artificial muscles with variable recruitment." Journal of Intelligent Material Systems and Structures 28, no. 15 (2017): 2051–63. http://dx.doi.org/10.1177/1045389x16682845.

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A novel, meso-scale hydraulic actuator characterization test platform, termed a linear hydraulic actuator characterization device, is demonstrated and characterized in this study. The linear hydraulic actuator characterization device is applied to testing McKibben artificial muscles and is used to show the energy savings due to the implementation of a variable recruitment muscle control scheme. The linear hydraulic actuator characterization device is a hydraulic linear dynamometer that can be controlled to enable a desired force and stroke profile to be prescribed to the artificial muscles. Th

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Kutateladze, S. S. "Linear programming and Kantorovich spaces." Journal of Applied and Industrial Mathematics 1, no. 2 (2007): 137–41. http://dx.doi.org/10.1134/s1990478907020019.

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Jiang, Xue, Wen-Jun Zeng, A. Yasotharan, Hing Cheung So, and Thiagalingam Kirubarajan. "Robust Beamforming by Linear Programming." IEEE Transactions on Signal Processing 62, no. 7 (2014): 1834–49. http://dx.doi.org/10.1109/tsp.2014.2304438.

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CATTAFI, MASSIMILIANO, MARCO GAVANELLI, MADDALENA NONATO, STEFANO ALVISI, and MARCO FRANCHINI. "Optimal placement of valves in a water distribution network with CLP(FD)." Theory and Practice of Logic Programming 11, no. 4-5 (2011): 731–47. http://dx.doi.org/10.1017/s1471068411000275.

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AbstractThis paper presents a new application of logic programming to a real-life problem in hydraulic engineering. The work is developed as a collaboration of computer scientists and hydraulic engineers, and applies Constraint Logic Programming to solve a hard combinatorial problem. This application deals with one aspect of the design of a water distribution network, i.e., the valve isolation system design. We take the formulation of the problem by Giustolisi and Savić (2008 Optimal design of isolation valve system for water distribution networks. InProceedings of the 10th Annual Water Distri

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Levy, Robert. "Linear programming in prestressed trusses." Computers & Structures 33, no. 2 (1989): 421–25. http://dx.doi.org/10.1016/0045-7949(89)90013-8.

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Aboelmagd, Yasser M. R. "Linear programming applications in construction sites." Alexandria Engineering Journal 57, no. 4 (2018): 4177–87. http://dx.doi.org/10.1016/j.aej.2018.11.006.

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Hartvigsen, David. "Recognizing Voronoi Diagrams with Linear Programming." ORSA Journal on Computing 4, no. 4 (1992): 369–74. http://dx.doi.org/10.1287/ijoc.4.4.369.

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Kiessling, David, Pieter Pas, Alejandro Astudillo, Panagiotis Patrinos, and Jan Swevers. "Anderson Accelerated Feasible Sequential Linear Programming." IFAC-PapersOnLine 56, no. 2 (2023): 7436–41. http://dx.doi.org/10.1016/j.ifacol.2023.10.625.

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