Model and laboratory study of dispersion in flows with submerged vegetation

Water Resources Research - Tập 43 Số 5 - 2007
Enda Murphy1, Marco Ghisalberti2, Heidi Nepf1
1Department of Civil and Environmental Engineering, Massachusetts Institute of Technology, Cambridge, Massachusetts, USA
2School of Environmental Systems Engineering, University of Western Australia, Crawley, Western Australia, Australia

Tóm tắt

Vegetation is ubiquitous in rivers, estuaries, and wetlands, strongly influencing water conveyance and mass transport. The plant canopy affects mean and turbulent flow structure, and thus both advection and dispersion. Accurate prediction for the transport of nutrients, microbes, dissolved oxygen and other scalars depends on our ability to quantify the impact of vegetation. In this paper, we focus on longitudinal dispersion, which traditionally has been modeled in vegetated channels by drawing analogy to rough boundary layers. This approach is inappropriate in many cases, as the vegetation provides a significant dead zone, which may trap scalars and augment dispersion. The dead zone process is not captured in the rough boundary model. This paper describes a new model for longitudinal dispersion in channels with submerged vegetation, and it validates the model with experimental observations.

Từ khóa


Tài liệu tham khảo

Aris R., 1956, On the dispersion of a solute in a fluid flowing through a tube, Proc. R. Soc. Lond., 235, 67

10.1061/(ASCE)0733-9429(2002)128:7(664)

10.1017/S0022112086002707

10.1017/S0022112085000544

10.5194/hess-4-355-2000

10.1029/WR011i006p00909

10.1017/S0022112059000374

10.1146/annurev.fl.05.010173.000423

H. Fischer E. List R. Koh J. Imberger N. Brooks 1979 Elsevier New York

10.1029/2001JC000871

10.1029/2003WR002776

10.1007/s10652-005-0419-1

10.1007/s10652-006-0002-4

10.1023/A:1015083111971

10.1061/(ASCE)0733-9429(1996)122:11(634)

R. Kadlec R. Knight 1996 Lewis Publishers Boca Raton FL

Kouwen N., 1969, Flow retardance in vegetated channels, J. Irrig. Drain. Div. ASCE, 95, 329, 10.1061/JRCEA4.0000652

10.1023/B:HYDR.0000008596.00382.56

10.4319/lo.1995.40.8.1474

Leonard L., 2002, Hydrodynamics and sediment transport through tidal marsh canopies, J. Coast. Res., 36, 459, 10.2112/1551-5036-36.sp1.459

10.1016/0009-2509(57)85021-0

10.4319/lo.2006.51.1.0218

10.1029/98WR01922

10.1061/(ASCE)0733-9429(2001)127:5(392)

10.1016/S0925-8574(98)00054-8

10.1023/A:1009949411068

Murphy E.(2006) Dispersion in flow with submerged canopies M.S. thesis Massachusetts Institute of Technology Cambridge Massachusetts.

10.1029/1998WR900069

10.1029/2000JC900145

10.1006/ecss.1996.0169

10.4319/lo.1997.42.8.1735

10.1029/2006WR005362

10.1111/j.1558-5646.1994.tb01293.x

10.1029/WR016i001p00123

10.4319/lo.2001.46.6.1486

10.4319/lo.2004.49.1.0076

10.1023/B:BOUN.0000016576.05621.73

10.1007/BF00120941

10.1093/qjmam/57.3.363

10.4319/lom.2004.2.289

10.1016/S0043-1354(02)00276-2

10.1017/S0022112081003297

10.1016/S0022-1694(02)00192-0

10.1061/(ASCE)0733-9429(2002)128:5(500)

10.1175/1520-0485(1976)006<0066:ASMOD>2.0.CO;2

10.1175/1520-0450(1997)036<1284:TOIIRW>2.0.CO;2

Valentine E., 1977, Longitudinal dispersion with dead zones, J. Hydraul. Div. A.S.C.E., 103, 975, 10.1061/JYCEAJ.0004845

10.1016/j.jhydrol.2004.09.022

10.1017/S0022112003004579

White B., 2003, Shallow Flows, 267

F. White 1974 McGraw‐Hill New York NY

Wilensky U., 1999, Tech. Rep.