Toggle Main Menu Toggle Search

Open Access padlockePrints

Non-cohesive sediment transport in clean sewers and with small mobile beds

Lookup NU author(s): Dr Chandramouli Nalluri

Downloads

Full text for this publication is not currently held within this repository. Alternative links are provided below where available.


Abstract

Sediment transport in sewers has different aspects to be analysed and the present paper describes primarily the transport at "limit deposition" and transport over small mobile (loose) beds. A new model for the transport at "limit deposition" criterion was developed based on physical concepts for extrapolation for large sewers. This model leads to more economical solutions than previously developed best-fit models. The transport phenomenon over mobile beds is modelled based upon the classical dimensionless parameters of bed shear stress and transport using Meyer-Peter Muller method normally used in the studies of alluvial channels. These studies were conducted using uniform sediment materials in order to understand the effect sediment size and then the effect of sediment gradation was focused upon. Copyright ASCE 2004.


Publication metadata

Author(s): Nalluri C, Ota J

Publication type: Conference Proceedings (inc. Abstract)

Publication status: Published

Conference Name: Joint Conference on Water Resource Engineering and Water Resources Planning and Management 2000: Building Partnerships

Year of Conference: 2004

Pages: -

ISSN: 9780784405178

Publisher: American Society of Civil Engineers

URL: http://dx.doi.org/10.1061/40517(2000)288

DOI: 10.1061/40517(2000)288

Library holdings: Search Newcastle University Library for this item

ISBN: 0784405174


Share