Distribution networks performance improvement by sectorisation and operating pressures reduction – case study: babadag town

Author:

JERCAN Alexandru1,DINEŢ Eduard2

Affiliation:

1. Technical University of Civil Engineering , Faculty of Hydrotechnics , Bucharest , Romania

2. Technical University of Civil Engineering Bucharest , Faculty of Hydrotechnics , Bucharest , Romania

Abstract

Abstract The cumulated effects of climate changes and accelerated urban development, amplified by insufficient funding and/or capacity to implement proactive methods and strategies for monitoring and optimization of water supply systems negatively impact the operation and overall efficiency of these systems, generating considerable problems regarding public comfort and safety and also service costs. Out of all problems, the most tangible issues for the final user are the ones related to the distribution network – the closest system component. In order to address these problems, an integrated analysis of the conditions of each urban area is required, accounting for actual water demand, pressure requirements, network configuration, power consumption and development forecasts. This article presents the set of measures proposed for optimisation of the distribution network of Babadag Town from Romania, consisting of changes intended to improve the hydraulic capacity of the network and also on reducing the water loss based on water balance evaluation and hydraulic modelling of existing and proposed network configurations.

Publisher

Walter de Gruyter GmbH

Reference22 articles.

1. [1] Borzì, I. (2022). Evaluating Sustainability Improvement of Pressure Regime in Water Distribution Systems Due to Network Partitioning. Water 2022, 14, 1787. https://doi.org/10.3390/w1411178710.3390/w14111787

2. [2] Talhah,M et al. (2022). Optimization problems in water distribution systems using Non-dominated Sorting Genetic lgorithm II: An overview. ScienceDirect - Ain Shams Engineering Journal.

3. [3] https://doi.org/10.1016/j.asej.2022.10193210.1016/j.asej.2022.101932

4. [4] Todini, E. (2000) Looped Water Distribution Networks Design Using a Resilience Index Based Heuristic Approach. Urban Water, 2, 115-122.10.1016/S1462-0758(00)00049-2

5. [5] http://dx.doi.org/10.1016/S1462-0758(00)00049-210.1016/S1462-0758(00)00049-2

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