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contributor authorDavid M. Waterman
contributor authorAndrew R. Waratuke
contributor authorDavide Motta
contributor authorYovanni A. Cataño-Lopera
contributor authorHeng Zhang
contributor authorMarcelo H. García
date accessioned2017-05-08T21:41:57Z
date available2017-05-08T21:41:57Z
date copyrightAugust 2011
date issued2011
identifier other%28asce%29ee%2E1943-7870%2E0000390.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/59804
description abstractSediment oxygen demand (SOD) can be a significant oxygen sink in various types of water bodies, particularly slow-moving waters with substantial organic sediment accumulation. In most settings in which SOD is a concern, the prevailing hydraulic conditions are such that the impact of sediment resuspension on SOD is not considered. However, in the case of Bubbly Creek in Chicago, the prevailing slack water conditions are interrupted by infrequent intervals of very high flow rates associated with pumped combined sewer overflow (CSO) during intense hydrologic events. These events can cause resuspension of the highly organic, nutrient-rich bottom sediments, resulting in precipitous drawdown of dissolved oxygen (DO) in the water column. To address this issue, a new in situ experimental apparatus designed to achieve high flow velocities was implemented to characterize SOD, both with and without sediment resuspension. In the case of resuspension, the suspended sediment concentration was analyzed as a function of bed shear stress, and a formulation was developed to characterize resuspended-sediment oxygen demand (
publisherAmerican Society of Civil Engineers
titleIn Situ Characterization of Resuspended-Sediment Oxygen Demand in Bubbly Creek, Chicago, Illinois
typeJournal Paper
journal volume137
journal issue8
journal titleJournal of Environmental Engineering
identifier doi10.1061/(ASCE)EE.1943-7870.0000382
treeJournal of Environmental Engineering:;2011:;Volume ( 137 ):;issue: 008
contenttypeFulltext


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