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Akira Koizumi

Researcher at Tokyo Metropolitan University

Publications -  76
Citations -  125

Akira Koizumi is an academic researcher from Tokyo Metropolitan University. The author has contributed to research in topics: Pipeline (computing) & Pipeline (software). The author has an hindex of 5, co-authored 72 publications receiving 105 citations.

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Study on failure rate analysis for water distribution pipelines

TL;DR: In this article, the authors apply reliability engineering in the waterworks field as one possible approach and to show its viability; it will also obtain vital messages revealed within pipeline incident data, such as cumulative failure distribution (unreliability) by pipeline material, the failure probability density and failure rate, among others.
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Optimized operation of water distribution system using multipurpose fuzzy LP model

TL;DR: In this paper, a multi-objective optimization of water operations in a water supply and distribution system is proposed to reduce energy consumption while meeting water quality needs, where fuzzy linear programming (LP) is applied to achieve a balance among multiple objectives.
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Statistical Approach for Corrosion Prediction Under Fuzzy Soil Environment

TL;DR: In this paper, a statistical approach is used to predict severity of pipe corrosion at present and in future using a discriminant function analysis to judge whether the pipes are seriously corroded.
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Optimization model for water distribution network considering minimization of total replacement cost and stabilization of flow velocity in pipelines

TL;DR: In this article, a method using genetic algorithms (GA) to optimize selection of appropriate pipe diameter during pipeline replacement planning for water distribution networks was proposed. But this method does not consider the stability of flow velocity in pipes.
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A multi-step genetic algorithm model for ensuring cost-effectiveness and adequate water pressure in a trunk/limb mains pipe system

TL;DR: In this paper, a multi-step genetic algorithm was developed to obtain the objective of selecting an optimal solution design for pipeline selection and trunk/limb mains diameters, and the result indicates that application of this method offers advantages for rehabilitation and expansion, in that not only meeting increasing water demand but also cost-effectiveness and desirable hydraulic conditions can be achieved in the network.