Modeling the effect of flow structure selection on residence time in an artificial canal system: Case Study

Journal of Waterway, Port, Coastal and Ocean Engineering

Volumn 136, Issue 2, 2010, Pages 91-96

  Benfer, N P ^a   King, B A ^a   Lemcker, C J ^b   Zigic, S ^a  

^a Asia Pacific ASA   (Australia)

^b GRIFFITH UNIVERSITY   (Australia)

Author keywords

Canal system; Flow structure; Flushing; Hydraulic structure; Hydrodynamic modeling; Residence time

Indexed keywords

BI-DIRECTIONAL FLOWS; CANAL SYSTEM; CANAL SYSTEMS; CIRCULATION MODELS; COMBINATIONS OF STRUCTURES; DESIGN ALTERNATIVES; HYDRODYNAMIC MODELING; MIXING DYNAMICS; MODELING APPROACH; RESIDENCE TIME; WATERBODIES;

FLOW STRUCTURE; FLUID DYNAMICS; HYDRAULIC STRUCTURES; HYDRAULICS; HYDRODYNAMICS;

THREE DIMENSIONAL;

CANAL; FLOW STRUCTURE; FLUSHING; HYDRODYNAMICS; MODELING; RESIDENCE TIME;

OSTREIDAE;

EID: 77950639363     PISSN: 0733950X     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)WW.1943-5460.0000029     Document Type: Article

References (10)

1. Benfer N. King B. Lemckert C. Salinity observations in a subtropical estuarine system on the Gold Coast, Australia. J. Coastal Res. 2007, 50:646-651. JCRSEK, 0749-0208
2. Kim H. Swanson J.C. Patel J. Flushing analysis in the Acushnet River Estuary. 2003, ASA Project Rep. No.01-123, Applied Science Associates, Narragansett, R.I.
3. Lemckert C.J. A conceptual model for designing canal estates to maximize water quality. J. Coastal Res. 2006, 39:822-825. JCRSEK, 0749-0208
4. Muin M. A three-dimensional boundary-fitted circulation model in spherical coordinates. 1993, Ph.D. dissertation, Univ. of Rhode Island, Narragansett Bay Campus, Narragansett, R.I.
5. Muin M. Spaulding M. Application of three-dimensional boundary-fitted circulation model to Providence River. J. Hydraul. Eng. 1997a, 123(1):13-20. JHEND8, 0733-9429, 10.1061/(ASCE)0733-9429(1997)123:1(13)
6. Muin M. Spaulding M. Three-dimensional boundary-fitted circulation model. J. Hydraul. Eng. 1997b, 123(1):2-12. JHEND8, 0733-9429, 10.1061/(ASCE)0733-9429(1997)123:1(2)
7. Sankaranarayanan S. French McCay D. Three-dimensional modeling of tidal circulation in Bay of Fundy. J. Waterway, Port, Coastal, Ocean Eng. 2003, 129(3):114-123. JWPED5, 0733-950X, 10.1061/(ASCE)0733-950X(2003)129:3(114)
8. Swanson J.C. Mendelsohn D. Rines J. Schuttenburg H. Mt. Hope Bay hydrodynamic model calibration and confirmation. 1998, ASA Project Rep. No.96-076, Applied Science Associates, Narragansett, R.I.
9. Webster T. Lemckert C. Sediment resuspension within a micro-tidal estuary/embayment and the implications to channel management. J. Coastal Res. 200236:753-759. JCRSEK0749-0208
10. Zigic S. King B. Lemckert C. Modelling the two-dimensional flow between an estuary and lake connected by a bi-directional hydraulic structure. Estuarine Coastal Shelf Sci. 200563:33-41. ECSSD30272-771410.1016/j.ecss.2004.11.001