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contributor authorAndrea Marion
contributor authorMattia Zaramella
date accessioned2017-05-08T21:50:48Z
date available2017-05-08T21:50:48Z
date copyrightSeptember 2005
date issued2005
identifier other%28asce%290733-9372%282005%29131%3A9%281260%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/64042
description abstractSolute transport in natural streams is a complex phenomenon that involves both in-stream dispersion and mass exchange with the porous zones surrounding the water body. Due to the complex nature of the riverine systems several models may be used to simulate and analyze the transport of solutes with different degrees of complexity. The bedform-induced hyporheic transport is a stream-subsurface exchange mechanism that can be reproduced in controlled systems, such as laboratory flumes. Application of a simple Fickian diffusion model to laboratory data obtained with passive solutes and stationary bedforms proves successful within a range of durations of the contamination process. A dimensionless form of the diffusion coefficient, scaled with dynamic, physical, and geometric properties of the system is derived by comparison with another physically based model. A prediction of the dimensionless diffusion coefficient is obtained as a function of the timescale of the exchange process and is validated with a few sets of results from laboratory tests.
publisherAmerican Society of Civil Engineers
titleDiffusive Behavior of Bedform-Induced Hyporheic Exchange in Rivers
typeJournal Paper
journal volume131
journal issue9
journal titleJournal of Environmental Engineering
identifier doi10.1061/(ASCE)0733-9372(2005)131:9(1260)
treeJournal of Environmental Engineering:;2005:;Volume ( 131 ):;issue: 009
contenttypeFulltext


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