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Exercises Case study pesticide leaching in field soil

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Underneath the detritus-gytta layer a sandy aquifer occurs, which interacts with ... On top of the detritus-gytta layer subsurface drains were installed with a ... – PowerPoint PPT presentation

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Title: Exercises Case study pesticide leaching in field soil


1
Exercises Case study pesticide leaching in
field soil
2
Case Study on Pesticide leaching
  • In this case study we will use the data of Groen
    (1997) on pesticide leaching at a sandy loam
    experimental field.
  • Similar to other case studies, first a reference
    situation is defined. Next various input data and
    simulation options are changed (scenarios) and
    their effect on pesticide transport analyzed.
    Besides getting more acquainted with the
    possibilities of SWAP, the scenarios were
    selected to provide more insight in the relative
    importance of various processes.

3
Data and Options
  • The following input data and simulation options
    are considered
  • 1. Reference situation
  • 2. Dispersion
  • 3. Adsorption
  • 4. Temperature
  • 5. Application time
  • 6. Seepage
  • 7. Meteorological year
  • 8. Preferential flow due to immobile water
  • 9. Cracked clay soil

4
Reference Situation
  • The experimental field is situated near Creil in
    the Noordoostpolder, which was reclaimed from the
    former Zuider Zee.
  • The soil profile consists of 90 cm loamy sand on
    top of a 30 cm detritus-gytta layer with a low
    permeability.
  • Underneath the detritus-gytta layer a sandy
    aquifer occurs, which interacts with the phreatic
    groundwater.

5
Reference Situation
  • Table 1 lists the soil hydraulic parameters of
    the 4 distinguished soil layers.

6
Reference Situation
  • On top of the detritus-gytta layer subsurface
    drains were installed with a spacing of 4 m.
    Using groundwater level and drainage rate data,
    Groen (1997) determined the interaction between
    the phreatic groundwater and the groundwater
    underneath the semi-confining detritus-gytta
    layer.
  • The resistance of the detritus-gytta layer
    amounts 75 d, and the average hydraulic head in
    the underlaying aquifer 85 cm below soil surface.

7
Preparing Data of Reference Situation
8
Reference Situation
  • We will consider the period September 1989 until
    August 1990, and define September as the first
    month of the agricultural year.
  • The simulation is started in autumn, as
    pesticides applied in autumn in North-West
    European climate have the highest risk of
    percolation to groundwater and leaching to
    surface water in the subsequent winter period.

9
Reference Situation
  • The meteorological data consist of daily
    reference evapotranspiration (weather station
    Lelystad) and on-site rainfall data. In the
    considered period tulips were grown, which were
    planted in October and started to grow in
    February.
  • In June the tulips started to wither, and at the
    beginning of July they were harvested.

10
Reference Situation
  • Detailed data on leaf area index, soil cover,
    rooting depth, and the root water uptake function
    are included in the file 'Tulip.crp' on the
    directory 'Pesticid'.

11
Reference Situation
  • The properties of the pesticide Metamitron were
    determined in the laboratory (adsorption,
    decomposition) and fine-tuned by calibrating SWAP
    simulations with Metamitron concentrations
    measured in the soil and drainage water during
    field experiments. Table 2 lists the fine-tuned
    transport properties of Metamitron, which will be
    used in current simulation. Usually Metamitron
    is applied in spring-time, however for
    illustrative purposes we will simulate a large
    application in autumn time (7 November, 169.5 kg
    ha-1).

12
Reference Situation
  • Metamitron decomposition is sensitive to soil
    temperatures. Groen (1997) showed that measured
    soil temperatures were well approximated by a
    sinusoidal temperature wave with parameters as
    listed in Table 3.

13
Tap - General
14
Tap - Timing
15
Tap Sub-run(s)
16
Tap Run options
17
Checking, Saving, Exiting
18
Running
19
Output preparation
20
Output water balance
21
Output solute balance
22
Preferential flow changing
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