Suspended solids transport

An analysis based on turbidity measurements and event based fully calibrated hydrodynamic models

Journal article (2005)

Authors

J.G. Langeveld (OLD) CITG Section Sanitary Engineering (< 2005)
RG Veldkamp (OLD) CITG Section Sanitary Engineering (< 2005)
F.H.L.R. Clemens (OLD) CITG Section Sanitary Engineering (< 2005)
Research Group
(OLD) CITG Section Sanitary Engineering (< 2005)
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Published Date

2005

Language

Undefined/Unknown

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Research Group

(OLD) CITG Section Sanitary Engineering (< 2005)

Abstract

Modelling suspended solids transport is a key issue for predicting the pollution load discharged by CSOs. Nonetheless, there is still much debate on the main drivers for suspended solids transport and on the modelling approach to be adopted. Current sewer models provide suspended solids transport models. These models, however, rely upon erosion–deposition criteria developed in fluvial environments, therewith oversimplifying the sewer sediment characteristics. Consequently, the performance of these models is poor from a theoretical point of view. To get an improved understanding of the temporal and spatial variations in suspended solids transport, a measuring network was installed in the sewer system of Loenen in conjunction with a hydraulic measuring network from June through December 2001. During the measuring period, 15 storm events rendered high-quality data on both the hydraulics and the turbidity. For each storm event, a hydrodynamic model was calibrated using the Clemens’ method. The conclusion of the paper is that modelling of suspended solids transport has been and will be one of the challenges in the field of urban drainage modelling. A direct relation of either shear stress or flow velocity with turbidity could not be found, likely because of the time varying characteristics of the suspended solids.