Data Structures and Route Reduction Procedures in the Problem of Distribution Transport Flows in a Communication Network

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Introduction. In the problems of the distribution and routing of flows in communication networks, the input data is vehicle routes or data transmission channels. For the distribution of flows in this problems in optimization algorithms use special data structures – abstract data types, which describe the relationship between distributed flows and routes, as well as route reduction procedures, which can significantly reduce the number of such connections. The paper develops data structures and route reduction algorithms that allow solving the problem of distribution of flows in the case when the number of specified routes is very large, and the amount of computer RAM is limited. Estimates of the time complexity of the algorithm for reducing routes by nodes and arcs, as well as the algorithm for generating a reference data structure, have been obtained. The proposed algorithms were tested on networks with the number of nodes from 50 to 500 and the number of routes from 1225 to 124750, which showed their performance, good computational efficiency and they can be used in practical problems of distribution and routing of flows on large-dimensional networks. Purpose. We present an effective algorithm for the route reduction that allow solving the problem of distribution of flows in the case when the number of specified routes is very large, and the amount of computer RAM is limited. The technique. To get our estimators of time complexity of developed algorithms, we use numerical examples and simulations. Results. Our proposed algorithms it is shown that is sufficient accuracy and speed, which allows us to assert their practical applicability for engineering calculations on large-scale networks. Scientific novelty and practical significance. We demonstrate robustness and efficiency of proposed algorithms through rigorous computer simulations. Keywords: multicommodity networks, discrete flows, problems of combinatorial optimization, computer modelling.

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The article discusses methodological approaches to the construction of multicommodity hierarchical communication networks and identifies the main tasks of processing and distribution of discrete correspondence flows, which allow to create favorable conditions for reducing material, financial and labor costs in transport systems with further mechanization and automation of production. Multicommodity communication networks are characterized by the presence of a multitude of sources and drains of correspondence flows (products or requirements). Correspondence is understood as a pair of different network nodes, between which there is a directed (addressed) discrete flow of elements (for example, indivisible loads of uniform size, bits or symbols) of a given size. In a multicommodity network, all correspondence flows are subject to a one-time transfer from sources to drains. In general, a certain set of types (categories) of correspondence can be defined on the network, differing in weight, dimensions and other characteristics, but having common sources and drains. The hierarchical structure of the network and the principles of sorting, distribution and routing of flows are given.

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Задача розподілу і об'єднання дискретних потоків кореспонденцій в окремих зонах ієрархічної комунікаційної мережі
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  • PROBLEMS IN PROGRAMMING
  • V.O Vasyanin

The article is devoted to the study of the subproblem of distribution and merging of correspondence flows in separate zones of the backbone network, which arises when solving the general problem of optimizing the hierarchical structure of a multicommodity communication network with discrete flows and parameters. In a multicommodity network, each node can exchange correspondence (products, goods, cargo, messages) with other nodes. Correspondence is characterized by a source node, a drain node and a value, which for transport networks is given by the number of packaged goods in a package of a unified size, and for data transmission networks – by the number of bytes, kilobytes, etc. In the backbone network, all correspondence is transported in vehicles in transport units of a given size (capacity, volume) or transmitted via communication channels. The size of a transport block is measured by the number of units of correspondence that fit into it (for example, 40 packaged goods, 100 gigabytes). All trunk nodes are sorting centers in which correspondence is first sorted by destination addresses (nodes) and then packed as consolidated correspondence into transport blocks. Since the size of individual correspondence is much smaller than the size of the transport block, they can be combined (packed) with correspondence with other destination addresses several times and in different nodes during sorting. There are three levels of hierarchy in the network – backbone, zonal and internal and four types of nodes – trunk nodes of the first, second and third types, forming the backbone and zonal levels of the network and nodes of the fourth type, which are subordinate to each trunk node and form internal levels of the network. Node types differ from each other in functionality. The main task of the study is to develop a mathematical model and algorithms for solving the subproblem of optimizing the distribution and merging (sorting) of correspondence flows at the zonal levels of the network. It is shown that it can be formulated as a linear programming problem with a block structure of constraints and the Danzig-Wolf decomposition method and other methods of integer programming can be used to solve it. To solve the problem on real networks, approximate algorithms based on the construction of the shortest paths are proposed.

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  • 10.21778/2218-5453-2019-12-64-69
Multicriteria task of distribution of flows of a transport communication network
  • Dec 28, 2019
  • Issues of radio electronics
  • N I Fokin

The paper proposes a new approach to solving the problem of distribution of information flows on the communication network based on the method of constraints. A multi-pole multi-product graph is used as a mathematical model of the communication network structure. The problem of distribution of information flows is solved in three stages. At the first stage, the structural analysis of the network is carried out using the mathematical apparatus of Boolean algebra. As a result, we get a lot of ways to distribute information flows. At the second stage, the structural reliability of the found set of information flow distribution paths is calculated using the orthogonalization algorithm. At the final stage, using the method of constraints, a compromise version of the distribution of information flows of corresponding pairs of nodes is found.

  • Conference Article
  • 10.1109/logistiqua.2019.8907238
Multi-split delivery for the vehicle routing problem with clustering: Mathematical formulation and algorithm
  • Jun 1, 2019
  • Meryem Moumou + 2 more

The vehicle routing problem is a problem of combinatorial optimization and operational research, which has been largely studied for many years, as well as its variants. With the increased distribution of product and service flows, many logistics applications increasingly requires customers to be grouped into clusters that facilitate delivery or any processing upstream or downstream of customers. In this article, we propose an approach using the known problem of generalized vehicle routing (GVRP) which is an extension of the problem of vehicle routing (VRP) and the problem of split delivery vehicle routing (SDVRP). The GVRP handles a set of clients grouped into separate groups, while the SDVRP allowed for split deliveries. The constraint that each customer must be visited only once is then removed. In this article, using a simple example and combining the two previous methods, we give an illustration of the problem of multisplit delivery. This example presents the new concept of problems of clustered vehicle routings that overlap with multisplit deliveries. This can be considered as an extension of previous work. We also give a mathematical formulation of this type of problem. A two-level variant will be presented, and we propose an algorithm inspired by those proposed in the references.

  • Research Article
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Contributors
  • Oct 1, 2011
  • Operations Research

Contributors

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  • 10.1029/2010wr009155
Integrated modeling of groundwater–surface water interactions in a tile‐drained agricultural field: The importance of directly measured flow route contributions
  • Nov 1, 2010
  • Water Resources Research
  • J C Rozemeijer + 5 more

Understanding the dynamics of groundwater–surface water interaction is needed to evaluate and simulate water and solute transport in catchments. However, direct measurements of the contributions of different flow routes from specific surfaces within a catchment toward the surface water are rarely available. For this study, we physically separated the tile drain discharge toward a 43.5 m ditch transect from the groundwater–plus–overland flow routes. Direct groundwater flow and ephemeral overland flow were jointly captured in three sheet pile in‐stream reservoirs, while the effluent from three tile drain outlets was collected in vessels. Our flux measurements showed that, in response to a rainfall event, the tile drain contribution to the total ditch discharge decreased from 80% to 28%. We used these flow route measurements to calibrate a field‐scale integrated water transport model. The HydroGeoSphere code was used because it simultaneously solves the flow regimes in the variably saturated domain, the tile drain domain, and the surface flow domain. This simultaneous solution is needed for a correct representation of the mutual interactions between groundwater flow, tile drain flow, and ditch water flow. Our model produced a flow distribution between the flow paths which deviated only 2% from the measured flow distribution. A sensitivity analysis showed that model parameters related to tile drain entrance resistance and to the resistance to water flow through the surface water system controlled the water flow route distribution but with little effect on groundwater levels. This indicates that a model calibration based on groundwater levels alone does not necessarily produce a correct representation of the flow route contributions.

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