Combining a daily temperature pattern analysis and a heat-pulse system to estimate sediment depths in sewer systems-Reference-Cited by-同舟云学术

Combining a daily temperature pattern analysis and a heat-pulse system to estimate sediment depths in sewer systems

Published:2024 Issue:4 Volume:10 Page:922-935
ISSN:2053-1400
Container-title:Environmental Science: Water Research & Technology
language:en
Short-container-title:Environ. Sci.: Water Res. Technol.

Author:

Regueiro-Picallo Manuel¹^ORCID,Langeveld Jeroen²^ORCID,Wei Haoyu³^ORCID,Bertrand-Krajewski Jean-Luc⁴^ORCID,Rieckermann Jörg⁵^ORCID

Affiliation:

1. Universidade da Coruña, Water and Environmental Engineering Group (GEAMA), Centro de Innovación Tecnolóxica en Edificación e Enxeñaría Civil (CITEEC), 15071 A Coruña, Spain

2. Faculty of Civil Engineering and Geosciences, TU Delft, 2628 CN Delft, The Netherlands

3. Urban Water Engineering, Luleå University of Technology, 971 87 Luleå, Sweden

4. University of Lyon, INSA Lyon, DEEP EA 7429, F-69621 Villeurbanne cedex, France

5. Eawag, Swiss Federal Institute of Aquatic Science and Technology, CH-8600 Dübendorf, Switzerland

Abstract

Sediment depth estimations in sewer systems based on the monitoring of temperatures, thermal properties, and the analysis of heat transfer processes. Surrogate model development, laboratory validation and uncertainty analysis.

Funder

Consellería de Cultura, Educación e Ordenación Universitaria, Xunta de Galicia

H2020 Research Infrastructures

VINNOVA

Universidade da Coruña

Publisher

Royal Society of Chemistry (RSC)

Link

http://pubs.rsc.org/en/content/articlepdf/2024/EW/D3EW00825H

Reference43 articles.

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2. P.Ackers , Sediment aspects of drainage and outfall design, presented in part at International Symposium on Environmental Hydraulics , ed. Y. K. Cheung , J. H. W. Lee and A. A. Balkema , Rotterdam, Netherlands , 1991 , pp. 215–230

3. R. W. P.May , Sediment transport in pipes and sewers with deposited beds, Report SR 320 , HR Wallingford , 1993

4. Validation of Existing Bed Load Transport Formulas Using In-Sewer Sediment

5. Prediction of Organic Combined Sewer Sediment Release and Transport

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