Measurement and three-dimensional simulation of flow in a rectangular detention tank

There are two main ways to obtain better knowledge of the hydraulics of ponds, namely measurements and simulations. In this study, the applicability of using three-dimensional simulations as an engineering tool in stormwater pond design was investigated. To do this, three-dimensional simulations were compared with measurements of flow pattern and residence time in a large physical model of a detention tank (13 × 9 × 1 m). The agreement between measurements and simulations concerning both flow pattern and residence time distribution curves was found to be good for high flow rates.

[1]  V. Weekman,et al.  Chemical Reaction Engineering , 1974 .

[2]  F. Douglas Shields,et al.  Residence Time Distributions of Shallow Basins , 1987 .

[3]  B. Launder,et al.  The numerical computation of turbulent flows , 1990 .

[4]  Bruce C. Anderson,et al.  Flow Pattern Characterization in an Urban Stormwater Detention Pond and Implications for Water Quality , 1997 .

[5]  Bruce C. Anderson,et al.  Extending Retention Times in a Stormwater Pond with Retrofitted Baffles , 1997 .

[6]  Adrian J. Saul,et al.  Sedimentation in Storage Tank Structures , 1994 .

[7]  J. German,et al.  FEM-ANALYS AV STROMNINGSFORHALLANDENA I EN DAGVATTENDAMM , 1998 .

[8]  T. Sturm,et al.  Open Channel Hydraulics , 2001 .

[9]  Åsa Adamsson,et al.  Numerical simulation and large-scale physical modelling of flow in a detention basin , 1999 .

[10]  G L Quarini,et al.  Hydrodynamic Modelling of Sedimentation Tanks , 1996 .

[11]  G. Svensson,et al.  Pollutant removal efficiency in two stormwater ponds in Sweden , 1999 .

[12]  Gary Z. Watters,et al.  Treatment Efficiency of Waste Stabilization Ponds , 1972 .

[13]  Thomas J. R. Pettersson,et al.  Water quality improvement in a small stormwater detention pond , 1998 .

[14]  C. T. Ta,et al.  Application of computational fluid dynamics technique to storage reservoir studies , 1998 .

[15]  Y. A. Yousef,et al.  Treatment systems for urban and highway run-off in Denmark , 1994 .

[16]  V. Stovin The prediction of sediment deposition in storage chambers based on laboratory observations and numerical simulation , 1996 .

[17]  G. L. Frederick,et al.  Evaluation of retention time and short-circuiting in waste stabilisation ponds using Serratia Marcescens bacteriophage as a tracer , 1996 .

[18]  Jurg Keller,et al.  Two dimensional computational fluid dynamic models for waste stabilisation ponds , 1998 .

[19]  Jesper Persson,et al.  The hydraulic performance of ponds of various layouts , 2000 .

[20]  T. Matko,et al.  A numerical model of flow in circular sedimentation tanks , 1996 .

[21]  Richard R. Horner,et al.  Storm Water Pollutant Removal by Two Wet Ponds in Bellevue, Washington , 2000 .

[22]  Adrian J. Saul,et al.  Efficiency prediction for storage chambers using computational fluid dynamics , 1996 .