6,507 research outputs found

    Minimum Makespan Multi-vehicle Dial-a-Ride

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    Dial a ride problems consist of a metric space (denoting travel time between vertices) and a set of m objects represented as source-destination pairs, where each object requires to be moved from its source to destination vertex. We consider the multi-vehicle Dial a ride problem, with each vehicle having capacity k and its own depot-vertex, where the objective is to minimize the maximum completion time (makespan) of the vehicles. We study the "preemptive" version of the problem, where an object may be left at intermediate vertices and transported by more than one vehicle, while being moved from source to destination. Our main results are an O(log^3 n)-approximation algorithm for preemptive multi-vehicle Dial a ride, and an improved O(log t)-approximation for its special case when there is no capacity constraint. We also show that the approximation ratios improve by a log-factor when the underlying metric is induced by a fixed-minor-free graph.Comment: 22 pages, 1 figure. Preliminary version appeared in ESA 200

    Network Design Problems with Bounded Distances via Shallow-Light Steiner Trees

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    In a directed graph GG with non-correlated edge lengths and costs, the \emph{network design problem with bounded distances} asks for a cost-minimal spanning subgraph subject to a length bound for all node pairs. We give a bi-criteria (2+Δ,O(n0.5+Δ))(2+\varepsilon,O(n^{0.5+\varepsilon}))-approximation for this problem. This improves on the currently best known linear approximation bound, at the cost of violating the distance bound by a factor of at most~2+Δ2+\varepsilon. In the course of proving this result, the related problem of \emph{directed shallow-light Steiner trees} arises as a subproblem. In the context of directed graphs, approximations to this problem have been elusive. We present the first non-trivial result by proposing a (1+Δ,O(∣R∣Δ))(1+\varepsilon,O(|R|^{\varepsilon}))-ap\-proxi\-ma\-tion, where RR are the terminals. Finally, we show how to apply our results to obtain an (α+Δ,O(n0.5+Δ))(\alpha+\varepsilon,O(n^{0.5+\varepsilon}))-approximation for \emph{light-weight directed α\alpha-spanners}. For this, no non-trivial approximation algorithm has been known before. All running times depends on nn and Δ\varepsilon and are polynomial in nn for any fixed Δ>0\varepsilon>0

    Dial a Ride from k-forest

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    The k-forest problem is a common generalization of both the k-MST and the dense-kk-subgraph problems. Formally, given a metric space on nn vertices VV, with mm demand pairs ⊆V×V\subseteq V \times V and a ``target'' k≀mk\le m, the goal is to find a minimum cost subgraph that connects at least kk demand pairs. In this paper, we give an O(min⁥{n,k})O(\min\{\sqrt{n},\sqrt{k}\})-approximation algorithm for kk-forest, improving on the previous best ratio of O(n2/3log⁥n)O(n^{2/3}\log n) by Segev & Segev. We then apply our algorithm for k-forest to obtain approximation algorithms for several Dial-a-Ride problems. The basic Dial-a-Ride problem is the following: given an nn point metric space with mm objects each with its own source and destination, and a vehicle capable of carrying at most kk objects at any time, find the minimum length tour that uses this vehicle to move each object from its source to destination. We prove that an α\alpha-approximation algorithm for the kk-forest problem implies an O(α⋅log⁥2n)O(\alpha\cdot\log^2n)-approximation algorithm for Dial-a-Ride. Using our results for kk-forest, we get an O(min⁥{n,k}⋅log⁥2n)O(\min\{\sqrt{n},\sqrt{k}\}\cdot\log^2 n)- approximation algorithm for Dial-a-Ride. The only previous result known for Dial-a-Ride was an O(klog⁥n)O(\sqrt{k}\log n)-approximation by Charikar & Raghavachari; our results give a different proof of a similar approximation guarantee--in fact, when the vehicle capacity kk is large, we give a slight improvement on their results.Comment: Preliminary version in Proc. European Symposium on Algorithms, 200

    Optimal Flood Control

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    A mathematical model for optimal control of the water levels in a chain of reservoirs is studied. Some remarks regarding sensitivity with respect to the time horizon, terminal cost and forecast of inflow are made
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