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Large scale, 4-component, settling slurry tests for validation of pipeline friction loss and pump head derate models

Identifikátory výsledku

  • Kód výsledku v IS VaVaI

    <a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F22%3A00360776" target="_blank" >RIV/68407700:21110/22:00360776 - isvavai.cz</a>

  • Výsledek na webu

    <a href="https://www.westerndredging.org/phocadownload/WEDA_Journal_of_Dredging_Vol_20_No_1.pdf" target="_blank" >https://www.westerndredging.org/phocadownload/WEDA_Journal_of_Dredging_Vol_20_No_1.pdf</a>

  • DOI - Digital Object Identifier

Alternativní jazyky

  • Jazyk výsledku

    angličtina

  • Název v původním jazyce

    Large scale, 4-component, settling slurry tests for validation of pipeline friction loss and pump head derate models

  • Popis výsledku v původním jazyce

    A 4-component model for settling slurry pipe flow has been previously described by Wilson and Sellgren (2001) to predict pipeline friction loss over a range of slurry compositions: from fine to coarse particle size, narrow to broad particle size distribution, and low to high solids concentration. Further development of the model was undertaken by Visintainer et al. (2017a, 2021) based on a comprehensive set of laboratory tests in 203 mm (8 in) and 103 mm (4 in) pipelines. This was later adapted to the modelling of settling slurry performance reductions (derates) for centrifugal pumps (Visintainer 2017b). The goal of the present work is to validate the applicability of the 4-component model to larger pipeline sizes, typical for dredging installations. To that end, a second comprehensive test program, similar to those previously run, has been conducted in a 489 mm (20 in) pipe loop with a correspondingly larger pump. In all, 24 tests were performed with particle sizes ranging from <40 µm to 25 mm, d50 particle sizes from <40 µm to 11 mm and delivered solids concentrations from 4% to 40% by volume. Particle size distributions varied from very narrow to very broad, with d85/d50 ratios ranging from 1.5 to 320. The resulting data have been compared to the current formulation of the 4-component pipeline friction loss and pump head reduction models to assess the applicability of these models for use with larger pipelines and pumps.

  • Název v anglickém jazyce

    Large scale, 4-component, settling slurry tests for validation of pipeline friction loss and pump head derate models

  • Popis výsledku anglicky

    A 4-component model for settling slurry pipe flow has been previously described by Wilson and Sellgren (2001) to predict pipeline friction loss over a range of slurry compositions: from fine to coarse particle size, narrow to broad particle size distribution, and low to high solids concentration. Further development of the model was undertaken by Visintainer et al. (2017a, 2021) based on a comprehensive set of laboratory tests in 203 mm (8 in) and 103 mm (4 in) pipelines. This was later adapted to the modelling of settling slurry performance reductions (derates) for centrifugal pumps (Visintainer 2017b). The goal of the present work is to validate the applicability of the 4-component model to larger pipeline sizes, typical for dredging installations. To that end, a second comprehensive test program, similar to those previously run, has been conducted in a 489 mm (20 in) pipe loop with a correspondingly larger pump. In all, 24 tests were performed with particle sizes ranging from <40 µm to 25 mm, d50 particle sizes from <40 µm to 11 mm and delivered solids concentrations from 4% to 40% by volume. Particle size distributions varied from very narrow to very broad, with d85/d50 ratios ranging from 1.5 to 320. The resulting data have been compared to the current formulation of the 4-component pipeline friction loss and pump head reduction models to assess the applicability of these models for use with larger pipelines and pumps.

Klasifikace

  • Druh

    J<sub>ost</sub> - Ostatní články v recenzovaných periodicích

  • CEP obor

  • OECD FORD obor

    20101 - Civil engineering

Návaznosti výsledku

  • Projekt

  • Návaznosti

    N - Vyzkumna aktivita podporovana z neverejnych zdroju

Ostatní

  • Rok uplatnění

    2022

  • Kód důvěrnosti údajů

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

Údaje specifické pro druh výsledku

  • Název periodika

    WEDA Journal of Dredging

  • ISSN

    2150-9409

  • e-ISSN

  • Svazek periodika

    20

  • Číslo periodika v rámci svazku

    1

  • Stát vydavatele periodika

    US - Spojené státy americké

  • Počet stran výsledku

    22

  • Strana od-do

    16-37

  • Kód UT WoS článku

  • EID výsledku v databázi Scopus