Characterization of modular deposits for urban drainage networks using CFD techniques (Record no. 55739)

MARC details
000 -LEADER
fixed length control field 02347nam a2200289Ia 4500
003 - CONTROL NUMBER IDENTIFIER
control field MX-MdCICY
005 - DATE AND TIME OF LATEST TRANSACTION
control field 20250626090915.0
040 ## - CATALOGING SOURCE
Transcribing agency CICY
090 ## - LOCALLY ASSIGNED LC-TYPE CALL NUMBER (OCLC); LOCAL CALL NUMBER (RLIN)
Classification number (OCLC) (R) ; Classification number, CALL (RLIN) (NR) B-21674
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 250602s9999 xx |||||s2 |||| ||und|d
245 10 - TITLE STATEMENT
Title Characterization of modular deposits for urban drainage networks using CFD techniques
490 0# - SERIES STATEMENT
Series statement Procedia Engineering, 186, p.84-92, 2017
500 ## - GENERAL NOTE
General note Artículo
520 3# - SUMMARY, ETC.
Summary, etc. Storm tanks are an increasingly solution used to control floods caused by the increase of runoff flows generated by rain. To expedite the construction of these infrastructures and reduce downtime of urban supplies plastic modular elements as basic building structures are used. This paper presents the characterization of this sort of modular elements determining its energy dissipation to the passage of the water and comparing the hydraulic behavior of modular deposits to conventional ones. This paper justifies the use of computational fluid dynamic techniques (CFD) for characterizing hydraulic behavior of these modular elements based on three-dimensional models. These models have been validated by an experimental prototype built in laboratory. This one consists of a channel along which various completely monitored modular blocks are disposed in order to analyze both, circulating flows and water levels reached at different points of the system. The final result is a validated and calibrated model that allows to represent the behavior of this kind of infrastructures against strong intensity storms. A one-dimensional model of such structures is proposed as a way to join it with a specific computational model of drainage networks analysis as is the case of SWMM. Finally, a comparison between the results obtained by CFD techniques and those obtained after adjustment in SWMM is shown.
650 14 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element CFD
650 14 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element SUSTAINABLE URBAN DRAINAGE SYSTEMS
650 14 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element HOLDING TANKS
650 14 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element MODULAR TANKS
700 12 - ADDED ENTRY--PERSONAL NAME
Personal name Sánchez-Beltrán, H.
700 12 - ADDED ENTRY--PERSONAL NAME
Personal name Rodríguez, C. M.
700 12 - ADDED ENTRY--PERSONAL NAME
Personal name Triviño, J. B.
700 12 - ADDED ENTRY--PERSONAL NAME
Personal name Iglesias-Rey, P. L.
700 12 - ADDED ENTRY--PERSONAL NAME
Personal name Valderrama, J. S.
700 12 - ADDED ENTRY--PERSONAL NAME
Personal name Martínez-Solano, F. J.
856 40 - ELECTRONIC LOCATION AND ACCESS
Uniform Resource Identifier <a href="https://drive.google.com/file/d/1SNlFGmEom_FbjPHMf-F47c-5d1arkFdQ/view?usp=drive_link">https://drive.google.com/file/d/1SNlFGmEom_FbjPHMf-F47c-5d1arkFdQ/view?usp=drive_link</a>
Public note Para ver el documento ingresa a Google con tu cuenta: @cicy.edu.mx
942 ## - ADDED ENTRY ELEMENTS (KOHA)
Source of classification or shelving scheme Clasificación local
Koha item type Documentos solicitados
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  Clasificación local     Ref1 CICY CICY Documento préstamo interbibliotecario 26.06.2025   B-21674 26.06.2025 26.06.2025 Documentos solicitados