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Internal and Total Site Water Network Design with Water Mains Using Pinch-Based and Optimization Approaches

The result's identifiers

  • Result code in IS VaVaI

    <a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26210%2F21%3APU141042" target="_blank" >RIV/00216305:26210/21:PU141042 - isvavai.cz</a>

  • Result on the web

    <a href="https://pubs.acs.org/doi/10.1021/acssuschemeng.1c00183" target="_blank" >https://pubs.acs.org/doi/10.1021/acssuschemeng.1c00183</a>

  • DOI - Digital Object Identifier

    <a href="http://dx.doi.org/10.1021/acssuschemeng.1c00183" target="_blank" >10.1021/acssuschemeng.1c00183</a>

Alternative languages

  • Result language

    angličtina

  • Original language name

    Internal and Total Site Water Network Design with Water Mains Using Pinch-Based and Optimization Approaches

  • Original language description

    This work addresses the internal and Total Site Water Network design with water mains. A Material Recovery Pinch Diagram is used for freshwater targeting and a Water Integration Network design with a water main framework, and a mathematical model is formulated for total cost optimization. The Pinch-based method can target an optimum number of water mains, flow rates, and concentrations in the water mains, which can achieve the identified freshwater target. The proposed method can be used for both single and multiple contaminants and applied on both process and total site scales. Two case studies are used to illustrate the application procedure of the proposed method for single- and multiple-contaminant cases. The case study results showed that the optimum number of water mains is three in both single-contaminant and multiple-contaminant Total Site Water Network designs (excluding freshwater and wastewater mains). In the single-contaminant case, the water network of internal integration with three water mains can achieve a total annual cost reduction of 82% compared to direct Water Integration and a total annual cost of 42% in the multiple-contaminant case. The proposed method is beneficial as it provides a graphical interface for the water main targeting and design, and the mathematical optimization enables the selection of optimum options with a minimum cost. To pursue a more accurate design, water piping cost based on real plant locations should be incorporated in future studies. © 2021 American Chemical Society.

  • Czech name

  • Czech description

Classification

  • Type

    J<sub>imp</sub> - Article in a specialist periodical, which is included in the Web of Science database

  • CEP classification

  • OECD FORD branch

    20704 - Energy and fuels

Result continuities

  • Project

    <a href="/en/project/EF15_003%2F0000456" target="_blank" >EF15_003/0000456: Sustainable Process Integration Laboratory (SPIL)</a><br>

  • Continuities

    P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)

Others

  • Publication year

    2021

  • Confidentiality

    S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Data specific for result type

  • Name of the periodical

    ACS Sustainable Chemistry and Engineering

  • ISSN

    2168-0485

  • e-ISSN

  • Volume of the periodical

    9

  • Issue of the periodical within the volume

    19

  • Country of publishing house

    US - UNITED STATES

  • Number of pages

    20

  • Pages from-to

    6639-6658

  • UT code for WoS article

    000653544800013

  • EID of the result in the Scopus database

    2-s2.0-85106510663