Using a furrow system for surface drainage under unsteady rain

Water excess during winter limits crop development on heavy clay soil conditions of the Gharb valley (Morocco). The furrow system to eliminate these negative effects is the adopted solution. This article focuses on the development of a water transfer model through a furrow system during unsteady rai...

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Published inAgricultural water management Vol. 96; no. 7; pp. 1128 - 1136
Main Authors Taky, A., Mailhol, J.C., Belaud, G.
Format Journal Article
LanguageEnglish
Published Amsterdam Elsevier B.V 01.07.2009
Amsterdam; New York: Elsevier
Elsevier
Elsevier Masson
SeriesAgricultural Water Management
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Abstract Water excess during winter limits crop development on heavy clay soil conditions of the Gharb valley (Morocco). The furrow system to eliminate these negative effects is the adopted solution. This article focuses on the development of a water transfer model through a furrow system during unsteady rainfall event to evaluate the runoff volume resulting from a reference rainy event. This model contains a production function associated to a transfer function. The production function is based on the Green–Ampt infiltration equation. The latter has been adapted to account for unsteady rain conditions and rainfall intermittence. The transfer function is based on the kinematic wave model, the explicit solution of which is coupled with the water excess generated by the production function. Simulated runoff in the furrows is collected by a drainage ditch evacuating the flow outside a plot of 1.3 ha. The similarity between parameters of a furrow irrigation model and those of the production function is advantageously used for model calibration. The proposed modelling approach shows capabilities to predict water amount and peak discharges evacuated from a plot of around 1 ha by a furrow system under unsteady rainfall events. As an application, it is used to evaluate the ability of the surface drainage system to evacuate the excessive volumes of water under typical rainfalls.
AbstractList The application of a furrow system for surface drainage under unsteady rain is investigated. The hydrological model consists of a production function generating a water excess at the scale of an elementary sub-plot coupled with an overland flow model transferring the water excess through a furrow system. The model consists of a production function, which yields the volume of water drained out of the plot, and a transfer function that represents the propagation of the flow from the plot to the outlet. The soil parameters obtained during the irrigation events give satisfactory results when applied to the simulation of rainfall events. In the validation process, the model shows some limitations in the case of small rainfall intensities.
Water excess during winter limits crop development on heavy clay soil conditions of the Gharb valley (Morocco). The furrow system to eliminate these negative effects is the adopted solution. This article focuses on the development of a water transfer model through a furrow system during unsteady rainfall event to evaluate the runoff volume resulting from a reference rainy event. This model contains a production function associated to a transfer function. The production function is based on the Green-Ampt infiltration equation. The latter has been adapted to account for unsteady rain conditions and rainfall intermittence. The transfer function is based on the kinematic wave model, the explicit solution of which is coupled with the water excess generated by the production function. Simulated runoff in the furrows is collected by a drainage ditch evacuating the flow outside a plot of 1.3ha. The similarity between parameters of a furrow irrigation model and those of the production function is advantageously used for model calibration. The proposed modelling approach shows capabilities to predict water amount and peak discharges evacuated from a plot of around 1ha by a furrow system under unsteady rainfall events. As an application, it is used to evaluate the ability of the surface drainage system to evacuate the excessive volumes of water under typical rainfalls.
Water excess during winter limits crop development on heavy clay soil conditions of the Gharb valley (Morocco). The furrow system to eliminate these negative effects is the adopted solution. This article focuses on the development of a water transfer model through a furrow system during unsteady rainfall event to evaluate the runoff volume resulting from a reference rainy event. This model contains a production function associated to a transfer function. The production function is based on the Green-Ampt infiltration equation. The latter has been adapted to account for unsteady rain conditions and rainfall intermittence. The transfer function is based on the kinematic wave model, the explicit solution of which is coupled with the water excess generated by the production function. Simulated runoff in the furrows is collected by a drainage ditch evacuating the flow outside a plot of 1.3 ha. The similarity between parameters of a furrow irrigation model and those of the production function is advantageously used for model calibration. The proposed modelling approach shows capabilities to predict water amount and peak discharges evacuated from a plot of around 1 ha by a furrow system under unsteady rainfall events. As an application, it is used to evaluate the ability of the surface drainage system to evacuate the excessive volumes of water under typical rainfalls.
Water excess during winter limits crop development on heavy clay soil conditions of the Gharb valley (Morocco). The furrow system to eliminate these negative effects is the adopted solution. This article focuses on the development of a water transfer model through a furrow system during unsteady rainfall event to evaluate the runoff volume resulting from a reference rainy event. This model contains a production function associated to a transfer function. The production function is based on the Green–Ampt infiltration equation. The latter has been adapted to account for unsteady rain conditions and rainfall intermittence. The transfer function is based on the kinematic wave model, the explicit solution of which is coupled with the water excess generated by the production function. Simulated runoff in the furrows is collected by a drainage ditch evacuating the flow outside a plot of 1.3 ha. The similarity between parameters of a furrow irrigation model and those of the production function is advantageously used for model calibration. The proposed modelling approach shows capabilities to predict water amount and peak discharges evacuated from a plot of around 1 ha by a furrow system under unsteady rainfall events. As an application, it is used to evaluate the ability of the surface drainage system to evacuate the excessive volumes of water under typical rainfalls.
Author Belaud, G.
Mailhol, J.C.
Taky, A.
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Issue 7
Keywords Unsteady rainfall
Kinematic wave model
Overland flow
Furrow system
Runoff
Meteorological phenomenon
Use
Runoff water
Modeling
System
Drainage
Rain
Kinematics
Water engineering
Models
Atmospheric precipitation
MODELISATION
DRAINAGE AGRICOLE
IRRIGATION A LA RAIE
PLUIE
Language English
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Snippet Water excess during winter limits crop development on heavy clay soil conditions of the Gharb valley (Morocco). The furrow system to eliminate these negative...
The application of a furrow system for surface drainage under unsteady rain is investigated. The hydrological model consists of a production function...
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SubjectTerms Agricultural and forest climatology and meteorology. Irrigation. Drainage
agricultural runoff
Agronomy. Soil science and plant productions
Biological and medical sciences
clay soils
drainage
Environmental Sciences
equations
Fundamental and applied biological sciences. Psychology
furrow irrigation
Furrow system
furrows
General agronomy. Plant production
hydrologic models
infiltration (hydrology)
Kinematic wave model
Overland flow
prediction
rain
Runoff
Runoff Furrow system Unsteady rainfall Overland flow Kinematic wave model
Unsteady rainfall
winter
Title Using a furrow system for surface drainage under unsteady rain
URI https://dx.doi.org/10.1016/j.agwat.2009.02.014
http://econpapers.repec.org/article/eeeagiwat/v_3a96_3ay_3a2009_3ai_3a7_3ap_3a1128-1136.htm
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https://search.proquest.com/docview/903641719
https://hal.science/hal-00623059
Volume 96
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