Hôtel Château Laurier August 25-28, 2013 / 25 au 28 août 2013 NACREWNACREW Québec 2013.

Slides:



Advertisements
Similar presentations
Getahun Wendmkun Adane March 13,2014 Groundwater Modeling and Optimization of Irrigation Water Use Efficiency to sustain Irrigation in Kobo Valley, Ethiopia.
Advertisements

Infiltration and unsaturated flow Learning objective Be able to calculate infiltration, infiltration capacity and runoff rates using the methods described.
Quantitative characterization of the pore network of a macroporous soil using µ X-ray CT Sofie Herman, department of Land Management, K.U. Leuven
Conductivity Testing of Unsaturated Soils A Presentation to the Case Western Reserve University May 6, 2004 By Andrew G. Heydinger Department of Civil.
STABILITY ANALYSIS IN PRESENCE OF WATER Pore pressures Rainfall Steady state flow and transient flow.
Assessing the impact of a soil surface crust on simulated overland flow at the field scale. N. Chahinian (1, 2), M. Voltz (2), R. Moussa (2), G. Trotoux.
z = -50 cm, ψ = -100 cm, h = z + ψ = -50cm cm = -150 cm Which direction will water flow? 25 cm define z = 0 at soil surface h = z + ψ = cm.
GIS – BASED DRASTIC MODEL FOR ASSESSING
Sensitivity of water-optimal root depth to precipitation constant rain frequency, variable mean depth constant mean depth, variable frequency Multiple.
Soil-climate impacts on water cycling at the patch level.
Infiltration Introduction Green Ampt method Ponding time
SABAE-HW3D A Hydro-meteorological Model Coupling the Land Surface and Groundwater Flow Youssef Loukili and Allan D. Woodbury
Predicting a suitable period trafficability using DRAINMOD Mohammed Salahat Guillermo Carrillo Supervised by: Dr. Mohtar, R.
Air Flow Optimization for Remediation using SPARG Diane Fink Liz Hilkert.
HYDRUS_1D Sensitivity Analysis Limin Yang Department of Biological Engineering Sciences Washington State University.
Status report on Step1 of Task A, DECOVALEX-2011 modeling for Ventilation Experiment –modeling for Ventilation Experiment By Xiaoyan Liu, Chengyuan Zhang.
Gas Phase Transport Principal Sources: VLEACH, A One-Dimensional Finite Difference Vadose Zone Leaching Model, Version 2.2 – United States Environmental.
The Effect of Soil Hydraulic Properties and Deep Seepage Losses on Drainage Flow using DRAINMOD Debjani Deb 26 th April, 2004.
Institute of Computational Mathematics and Mathematical Geophysics SD RAS, Novosibirsk Mathematical models for ecological prognosis, design and monitoring.
Groundwater Hydraulics Daene C. McKinney
Soil physics Magnus Persson. Surface tension   2·R·cos  R 2·r P1P1 P2P2 z Due to surface tension water can be held at negative pressure in capillary.
Template CAMx Ancillary Input Development Chris Emery ENVIRON International Corporation, Novato CA November 14, 2012.
The University of MississippiNational Center for Computational Hydroscience and Engineering Rainfall runoff modeling in agricultural watershed using 2D.
Effect of Soil Water Tension Threshold for Irrigation on Cranberry Yield, Yield Components and Water Productivity A UGUST 27 TH 2013 NACREW Q UÉBEC Vincent.
Advancements in Simulating Land Hydrologic Processes for Land Surface Modeling (LSM) Hua Su Presentation for Physical Climatology.
Removal of a subsoil constraint. When does it pay? Imma Farre, Bill Bowden, Stephen Davies & Dennis van Gool Department of Agriculture and Food Western.
EGU General Assembly C. Cassardo 1, M. Galli 1, N. Vela 1 and S. K. Park 2,3 1 Department of General Physics, University of Torino, Italy 2 Department.
Effects of the spatial variability of soil hydraulic properties on water dynamics in cranberry production Gumiere, S.J.; Caron, J.; Périard, Y.; Lafond,
CE 394K.2 Hydrology Infiltration Reading AH Sec 5.1 to 5.5 Some of the subsequent slides were prepared by Venkatesh Merwade.
Lecture Notes Applied Hydrogeology
Study on scaling property of Topindex and the aquifer rating-curve in Illinois with the application of TopModel CE394K Term Project Presentation CE394K.
Estimation of Groundwater Recharge in a Stony Soil Based on Monitoring of Soil Hydraulic Data Emerstorfer N., A. Klik and G. Kammerer Institute of Hydraulics.
Météo-France / CNRM – T. Bergot 1) Introduction 2) The methodology of the inter-comparison 3) Phase 1 : cases study Inter-comparison of numerical models.
Andes-Amazon Project: Hydrology Model-Data Intercomparison Brad Christoffersen Nov. 08, 2010 Moore Foundation.
Soil Water Tension Department of Agricultural and Biological Engineering University of Illinois at Urbana-Champaign.
Surface Water Hydrology: Infiltration – Green and Ampt Method
Institute of Hydrology Slovak Academy of Sciences Katarína Stehlová 6 th ALPS-ADRIA SCIENTIFIC WORKSHOP 30 April - 5 May, 2007 Obervellach, Austria Assessment.
1 Numerical simulation software LinkFEA Iris Summer Academy 2011 Mengxi WU Institue of Mechanics,CAS 04\09\2011 (WP4)
The Governing Equations The hydrodynamic model adopted here is the one based on the hydrostatic pressure approximation and the boussinesq approximation,
DRAINMOD APPLICATION ABE 527 Computer Models in Environmental and Natural Resources.
Strategies to reduce deep drainage and nitrogen leaching from furrow irrigated systems: A simulation study Keith L. Bristow, Altaf A. Siyal and Jirka Šimůnek.
Introduction to the TOPMODEL
Conclusions The states of the surface and root zoon soil moisture are considered as key variables controlling surface water and energy balances. Force-restore.
Final Project I. Calibration Drawdown Prediction Particle Tracking
Results Time Study Site Measured data Alfalfa Numerical Analysis of Water and Heat Transport in Vegetated Soils Using HYDRUS-1D Masaru Sakai 1), Jirka.
Transient Drainage Department of Agricultural and Biological Engineering University of Illinois at Urbana-Champaign.
1 Effects of Seasonality upon Water and Solute Movement in The Unsaturated Zone Sleem Kreba and Charles Maule Department of Agricultural and Bioresource.
4.6 INTRODUCING ‘SWAM’ (SOIL WATER ACCOUNTING MODEL)
Objective: conceptual model definition and steady state simulation of groundwater flow.
MODELING WATER UPTAKE BY TURFGRASS FOR A USGA ROOT ZONE MODIFIED WITH INORGANIC AMENDMENTS Leonard Githinji, Jacob Dane and Robert Walker, Auburn University,
Soil wetting patterns under porous clay pipe subsurface irrigation A. A. Siyal 1 and T. H. Skaggs 2 1 Sindh Agriculture University, Tandojam, Sindh, Pakistan.
Redistribution. the continued movement of soil water after infiltration ends rate decreases over time influences plant available water influences solute.
Soil hydraulic characteristics
The Institute of Hydrology of the Slovak Academy of Sciences,
Infiltration and unsaturated flow (Mays p )
Ali. M. Al-Turki Hesham M. Ibrahim
Introduction to Land Information System (LIS)
Quarterly Journal of Engineering Geology and Hydrogeology
SLOPE = = = The SLOPE of a line is There are four types of slopes
Aquifer Anisotropy and general flow equations
Incorporating Green-Ampt Infiltration Model into CRWR-prepro
GENERAL VIEW OF KRATOS MULTIPHYSICS
Using Soil Moisture and Matric Potential Observations to Identify Subsurface Convergent Flow Pathways Qing Zhu, Henry Lin, and Xiaobo Zhou Dept . Crop.
INFILTRATION The downward flow of water from the land surface into the soil medium is called infiltration. The rate of this movement is called the infiltration.
(1) Amphos 21 Consulting S.L. (2) Grupo Tragsa - SEPI, Spain.
Modeling nitrogen gas emission under free and controlled drained at St Emmanuel using Root Zone Water Quality Model Qianjing Jiang & Zhiming Qi Department.
Chapter 4 Boundaries.
GIS – BASED DRASTIC MODEL FOR ASSESSING
Van-Genuchten-Mualem parameters
Atmospheric modelling of HMs Sensitivity study
Presentation transcript:

Hôtel Château Laurier August 25-28, 2013 / 25 au 28 août 2013 NACREWNACREW Québec 2013

Impact of vertical variability of soil hydraulic properties on drainage efficiency in cranberry production Yann Périard, M. Sc. Silvio Gumiere, ing., Ph. D. Alain N. Rousseau, ing., Ph. D. Jean Caron, agr., Ph. D.

Introduction  Need an optimal water management  Perched water table  Heterogeneity of soil profile  Restrictive hydraulic properties in a layer Kummer 2004 Pressure head

Diagnosis of perched water table  Calculated with Tx3 (Hortau)  Measured with Water Level Logger  Soil Water Potential=Water Table Depth ?  Formation of a restrictive layer

Numerical simulation of perched water table  Simulation with finite element model Hydrus 2D/3D  Good prediction  Now we can do a numerical study  simulations

Methodology (Directional Sensitivity Analysis)

Boundary conditions  168 hours of simulation  1D domain with 100 cm  100 elements (101 nodes)  Conditions  Hydraulic (p1..p625)  (n, α, K s )  (n, α, K s, θ s )  2 soil types  Physical  4 depths  4 thicknesses  Meteorological  4 rainfalls Seepage face Atmospheric conditions (Mualem (1976) and van Genuchten’s model (1980)

Sensitivity analysis scheme Model HYDRUS 1D Output files Numerical traitement SENSAN Configuration Hydraulic parameters (n, α, K s ) Hydraulic parameters (n, α, K s, θ s ) Rain Depth Thickness Rain Depth Thickness p p p p Parameter file Model input file Results

Sensitivity calculations  First-order sensitivity index  Gâteaux directional derivative ( Gâteaux, R, (1910) ) Gâteaux, R

Results

Matric potential at 48 h after the higher level of water table  Conditions  10 cm of depth  10 cm of thickness  40 mm of rain  With n and α high  Drainage norm is not respected matric potential (cm) Comfort Zone Dry Wet -30 cm -70 cm

Matric potential at 48 h after the higher level of water table  n and α  Control the curve shape  At − 30 cm of matric potential  Drainage rate, 3 orders less in the restrictive soil layer

First-order sensitivity index  (p1..p25)  (n, α, K s )  (n, α, K s, θ s )  n and α  high effect on matric potential at 48 h  Sensitive hydraulic parameters

Conclusions  Perched water table  Diagnosis  Measurement & calculation  Numerical study  Identified conditions causing perched water table  n and α  high effect on drainage efficiency

Canneberges Bieler Nature Canneberge Transport Gaston Nadeau Salzwedel Cranberry Ferme Onésime Pouliot Thank you! Questions ?

Thank you ! Special thanks to our sponsors Un merci spécial à nos commanditaires