In Situ Characterization of Resuspended-Sediment Oxygen Demand in Bubbly Creek, Chicago, Illinois

• Published in: Journal of environmental engineering (New York, N.Y.) N.Y.), 2011-08, Vol.137 (8), p.717-730
• Main Authors: Waterman, David M, Waratuke, Andrew R, Motta, Davide, Cataño-Lopera, Yovanni A, Zhang, Heng, García, Marcelo H
• Format: Article
• Language: English
• Subjects: Applied sciences; Computational fluid dynamics; Continental surface waters; Exact sciences and technology; Fluid flow; Mathematical models; Natural water pollution; Oxygen demand; Pollution; Sediments; Sewerage works: sewers, sewage treatment plants, outfalls; Sod; Stress concentration; TECHNICAL PAPERS; Water quality; Water treatment and pollution
• ISSN: 0733-9372; 1943-7870
• DOI: 10.1061/(ASCE)EE.1943-7870.0000382

Sediment 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 (SODR) as a function of suspended sediment concentration in a form similar to first-order biochemical oxygen demand (BOD) kinetics with the DO term in the form of Monod kinetics. The results obtained can be implemented into a model containing hydrodynamic, sediment transport, and water-quality components to yield oxygen demand varying in both space and time for specific flow events. The results are used to evaluate water quality improvement alternatives that take into account the impact of SOD under various flow conditions.