Please use this identifier to cite or link to this item:
Full metadata record
DC FieldValueLanguage
dc.contributor.authorKhuntia, Jnana Ranjan-
dc.contributor.authorDevi, Kamalini-
dc.contributor.authorDas, Bhabani Shankar-
dc.contributor.authorKhatua, Kishanjit Kumar-
dc.identifier.citation23rd International Conference on Hydraulics, Water Resources and Coastal Engineering (HYDRO 2018), Patna,India, 19-21 December 2018.en_US
dc.descriptionCopyright of this document belongs to proceedings publisher.en_US
dc.description.abstractThe present study investigates the vertical and lateral fluctuating velocity profiles under unsteady flow condition in a rectangular open channel. Experiment investigations are led with vegetated open channel flow. One hydrogram is passed through the rectangular flume with a fixed bottom with rough bed. An experiment is accordingly conducted to investigate the turbulence characteristics under unsteady flow conditions in a rough open channel for two different flow depths. For two typical flow depths, the velocities in both the rising limb and falling limb are observed. Hysteresis effect between stage-discharge (h ~ Q) rating curve between rising and falling limbs is illustrated. Turbulence characteristics, i.e. variations of Reynolds stress along the vertical and lateral direction are analyzed.en_US
dc.subjectOpen channel flowen_US
dc.subjectUnsteady flowen_US
dc.subjectTurbulence characteristicsen_US
dc.subjectReynolds stressen_US
dc.titleTurbulence characteristics in a rough open channel under unsteady flow conditionsen_US
Appears in Collections:Conference Papers

Files in This Item:
File Description SizeFormat 
2018_HYDRO_JRKhuntia_TurbulenceCharacteristics.pdfConference paper599.87 kBAdobe PDFView/Open    Request a copy

Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.