Characterizing Multiterminal Flow Networks and Computing Flows in Networks of Bounded Treewidth1

نویسندگان

  • Torben Hagerup
  • Naomi Nishimura
  • Jyrki Katajainen
  • Prabhakar Ragde
چکیده

We show that if a ow network has k input/output terminals (for the traditional maximum-ow problem, k = 2), its external ow pattern (the possible values of ow into and out of the terminals) has two characterizations of size independent of the total number of vertices: a set of 2 k + 1 inequalities in k variables representing ow values at the terminals, and a mimicking network with at most 2 2 k vertices and the same external ow pattern as the original network. For the case in which the underlying graph has bounded treewidth, we present sequential and parallel algorithms that can compute these characterizations as well as a ow consistent with any desired feasible external ow (including a maximum ow between two given terminals). For constant k, the sequential algorithm runs in O(n) time on 1 A preliminary version of this paper was presented at the 6th Annual ACM-SIAM Symposium on Discrete Algorithms in January 1995. 1 n-vertex networks, and the parallel algorithm runs in O(log n) time on an EREW PRAM with O(n=log n) processors if an explicit tree decomposition of the network is given; if not, known algorithms can compute a tree decomposition in O((log n) 2) time using O(n=(log n) 2) processors. The maximum-ow problem for general networks is P-complete and therefore unlikely to have fast and eecient parallel algorithms.

برای دانلود متن کامل این مقاله و بیش از 32 میلیون مقاله دیگر ابتدا ثبت نام کنید

ثبت نام

اگر عضو سایت هستید لطفا وارد حساب کاربری خود شوید

منابع مشابه

Multiterminal Network Flows with Inverse Linear Constraints in Engineering Networks*

The necessity of using and studying models that are similar to reality leads to the development of new network flows, generalizing the already known network structures. The multiterminal network flow is a natural development of the classical flow with one source and one sink and fixed upper limits of the flow function on each arc [1, 2]. There exists a number of engineering and economic problem...

متن کامل

"Technical Report" Performance Comparison of IHACRES Model and Artificial Neural Network to Predict the Flow of Sivand River

The accurate determination of river flow in watersheds without sufficient data is one of the major challenges in hydrology. In this regard, given the diversity of existing hydrological models, selection of an appropriate model requires evaluation of the performance of the hydrological models in each region. The objective of this study was to compare the performance of artificial neural network ...

متن کامل

Optimal energy management of the photovoltaic based distribution networks considering price responsive loads, energy storage systems and convex power flows.

Nowadays, presence of photovoltaic systems in distribution network is not without challenge and it may not have economic productivity for the system under the lack of optimal management. Energy storage systems are able to cope with this problem. Therefore, in this paper, a new method is proposed for energy management of the distribution networks in order to show that how presence of the energy ...

متن کامل

Predicting Deficient Condition Performance of Water Distribution Networks

A water distribution network is subjected to various abnormal conditions such as pipe breaks, pump failures, excessive demands etc. in the design period. Under such conditions, the network may not be able to meet required demands at desired pressures, and becomes deficient. Traditional network analysis assumes nodal demands to be satisfied and available nodal pressures are calculated. However, ...

متن کامل

Development length of laminar magnetohydrodynamics pipe flows

In this article, a laminar magnetohydrodynamics (MHD) developing flow of an incompressible electrically conducting fluid subjected to an external magnetic field is considered. The aim of the study is to propose a correlation for computing the development length of the laminar MHD developing flow in a pipe. A numerical approach is considered to solve the problem. In the first step, the numerical...

متن کامل

ذخیره در منابع من


  با ذخیره ی این منبع در منابع من، دسترسی به آن را برای استفاده های بعدی آسان تر کنید

برای دانلود متن کامل این مقاله و بیش از 32 میلیون مقاله دیگر ابتدا ثبت نام کنید

ثبت نام

اگر عضو سایت هستید لطفا وارد حساب کاربری خود شوید

عنوان ژورنال:

دوره   شماره 

صفحات  -

تاریخ انتشار 1998