2007
DOI: 10.1016/j.jconhyd.2007.05.009
|View full text |Cite
|
Sign up to set email alerts
|

Transport of simazine in unsaturated sandy soil and predictions of its leaching under hypothetical field conditions

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
2
1
1
1

Citation Types

3
15
0
2

Year Published

2011
2011
2023
2023

Publication Types

Select...
8
1

Relationship

0
9

Authors

Journals

citations
Cited by 29 publications
(20 citation statements)
references
References 23 publications
3
15
0
2
Order By: Relevance
“…The physical non-equilibrium model assumes that the adsorption is instantaneous, and mass transfer to adsorption sites is primarily due to diffusion. The chemical non-equilibrium model assumes that adsorption is not an instantaneous process, but is time dependent and represented by a first order kinetic term (Suárez et al, 2007).…”
Section: Model Under Non-equilibrium Conditionsmentioning
confidence: 99%
See 1 more Smart Citation
“…The physical non-equilibrium model assumes that the adsorption is instantaneous, and mass transfer to adsorption sites is primarily due to diffusion. The chemical non-equilibrium model assumes that adsorption is not an instantaneous process, but is time dependent and represented by a first order kinetic term (Suárez et al, 2007).…”
Section: Model Under Non-equilibrium Conditionsmentioning
confidence: 99%
“…The u value was determined to be 100 for all cases, confirming that the local equilibrium assumption model was sufficient to describe the tracer transport. According to Suárez et al (2007), a high Peclet number (P > 50) indicates a convection-dominated transport process, while a lower value (P < 1) implies diffusion-controlled process. At high Peclet numbers, molecular diffusion is typically negligible (Biggar and Nielsen, 1976;Kirda et al, 1973).…”
Section: Bromide Breakthrough and Elution Curvesmentioning
confidence: 99%
“…On the other hand, mechanist models are based on the numerical resolution of the Richards equation for the variably saturated flow in porous media and advection-dispersion equation for solute transport, such as Hydrus-1D (Simunek et al 2005). This model was used by many authors for the simulation of water movement in soil (Suleiman 2008) and solute transport in the unsaturated zone, including heavy metals (Jacques et al 2008), nitrogen (Crevoisier et al 2008) and herbicides (Suárez et al 2007). Hydrus-1D could be an interesting tool to study salts dynamics in the semiarid region of Bouhajla (Central Tunisia), characterised by a strong pressure on the groundwater resources and soil and by shallow groundwater unsuitable for irrigation with a TDS of 6 g/l (Hachicha et al 2005;Kanzari et al 2011).…”
Section: Simulation Of Water and Salts Dynamics In Bouhajla (Central mentioning
confidence: 99%
“…O código Hydrus 1D é um modelo computacional aplicado em solos de porosidade média, ideal para solos arenosos e aplicável em solos de fluxo uniforme com textura homogênea, determinando os atributos clássicos de advecção e dispersão da equação de Richards, para diversos tipos de solutos. Este código também permite a verificação de fluxos em sistemas de solos com porosidade e permeabilidade dupla, ou seja, diferentes estruturas de solos (SUÁREZ et al, 2007;ŠIMŮNEK et al, 2008;SAIFADEEN;GLADNYEVA, 2012). Rubio (2005) As amostras coletadas foram, posteriormente, misturadas em pares (mistura realizada com espátula em balde plástico), até a obtenção de uma amostra composta homogênea.…”
Section: Introductionunclassified