> For the complete documentation index, see [llms.txt](https://swatplus.gitbook.io/io-docs/llms.txt). Markdown versions of documentation pages are available by appending `.md` to page URLs; this page is available as [Markdown](https://swatplus.gitbook.io/io-docs/theoretical-documentation/section-4-erosion/pesticide-transport/movement-of-soluble-pesticide.md).

# Movement of Soluble Pesticide

Pesticide in the soluble phase may be transported with surface runoff, lateral flow or percolation. The change in the amount of pesticide contained in a soil layer due to transport in solution with flow is a function of time, concentration and amount of flow:

&#x20;    $$\frac{dpst\_{s,ly}}{dt}=0.01\*C\_{solution}\*w\_{mobile}$$                                                                4:3.2.1

where $$pst\_{s,ly}$$ is the amount of pesticide in the soil layer (kg pst/ha), $$C\_{solution}$$ is the pesticide concentration in solution (mg/L or g/ton), and $$w\_{mobile}$$ is the amount of mobile water on a given day (mm H$$\_2$$O). The amount of mobile water in the layer is the amount of water lost by surface runoff, lateral flow or percolation:

&#x20;           $$w\_{mobile}=Q\_{surf}+Q\_{lat,surf}+w\_{perc,surf}$$       for top 10 mm                   4:3.2.2

&#x20;           $$w\_{mobile}=Q\_{lat,ly}+w\_{perc,ly}$$                              for lower soil layers          4:3.2.3

where $$w\_{mobile}$$ is the amount of mobile water in the layer (mm H$$*2$$O), $$Q*{surf}$$ is the surface runoff generated on a given day (mm H$$*2$$O), $$Q*{lat,ly}$$ is the water discharged from the layer by lateral flow (mm H$$*2$$O), and $$w*{perc,ly}$$ is the amount of water percolating to the underlying soil layer on a given day (mm H$$\_2$$O).

&#x20;           The total amount of pesticide in the soil layer is the sum of the adsorbed and dissolved phases:

&#x20;       $$pst\_{s,ly}=0.01\*(C\_{solution}*SAT\_{ly}+C\_{solidphase}*\rho\_b\*depth\_{ly})$$           4:3.2.4

where $$pst\_{s,ly}$$ is the amount of pesticide in the soil layer (kg pst/ha), $$C\_{solution}$$ is the pesticide concentration in solution (mg/L or g/ton), $$SAT\_{ly}$$ is the amount of water in the soil layer at saturation (mm H$$*2$$O), $$C*{solidphase}$$ is the concentration of the pesticide sorbed to the solid phase (mg/kg or g/ton), $$\rho\_b$$ is the bulk density of the soil layer (Mg/m$$^3$$), and $$depth\_{ly}$$ is the depth of the soil layer (mm). Rearranging equation 4:3.1.1 to solve for $$C\_{solidphase}$$ and substituting into equation 4:3.2.4 yields:

&#x20;         $$pst\_{s,ly}=0.01\*(C\_{solution}*SAT\_{ly}+C\_{solution}*K\_p*\rho\_b*depth\_{ly})$$   4:3.2.5

which rearranges to

&#x20;        $$C\_{solution}=\frac{pst\_{s,ly}}{0.01\*(SAT\_{ly}+K\_p\*\rho\_b\*depth\_{ly})}$$                                                           4:3.2.6

Combining equation 4:3.2.6 with equation 4:3.2.1 yields

&#x20;     $$\frac{dpst\_{s,ly}}{dt}=\frac{pst\_{s,ly}*w\_{mobile}}{(SAT\_{ly}+K\_p*\rho\_b\*depth\_{ly})}$$                                                                          4:3.2.7

Integration of equation 4:3.2.7 gives

&#x20;      $$pst\_{s,ly,t}=pst\_{s,ly,o}*exp\[\frac{-w\_{mobile}}{(SAT\_{ly}+K\_p*\rho\_b\*depth\_{ly})}]$$                                          4:3.2.8

where $$pst\_{s,ly,t}$$ is the amount of pesticide in the soil layer at time t (kg $$pst$$t/ha), $$pst\_{s,ly,o}$$ is the initial amount of pesticide in the soil layer (kg $$pst$$/ha), $$w\_{mobile}$$ is the amount of mobile water in the layer (mm H$$*2$$O), $$SAT*{ly}$$ is the amount of water in the soil layer at saturation (mm H$$*2$$O), $$K\_p$$ is the soil adsorption coefficient ((mg/kg)/(mg/L)), $$\rho\_b$$ is the bulk density of the soil layer (Mg/m$$^3$$), and $$depth*{ly}$$ is the depth of the soil layer (mm).

&#x20;    To obtain the amount of pesticide removed in solution with the flow, the final amount of pesticide is subtracted from the initial amount of pesticide:

$$pst\_{flow}=pst\_{s,ly,o}*(1-exp\[\frac{-w\_{mobile}}{(SAT\_{ly}+K\_p*\rho\_b\*depth\_{ly})}])$$                                          4:3.2.9

where $$pst\_{flow}$$ is the amount of pesticide removed in the flow (kg pst/ha) and all other terms were previously defined.&#x20;

&#x20;         For the top 10 mm that interacts with surface runoff, the pesticide concentration in the mobile water is calculated:&#x20;

&#x20;$$conc\_{pst,flow}=min{\[pst\_{flow}/\[w\_{perc,surf}+\beta\_{pst}(Q\_{surf}+Q\_{lat,surf})]], pst\_{sol}/100}.$$       4:3.2.10

while for lower layers

$$conc\_{pst,flow}=min\[{\[pst\_{flow}/w\_{mobile}],}pst\_{sol}/100.]$$                                                           4:3.2.11

where $$conc\_{pst,flow}$$ is the concentration of pesticide in the mobile water (kg $$pst$$/ha-mm H$$*2$$O), $$pst*{flow}$$ is the amount of pesticide removed in the flow (kg $$pst$$/ha), $$\beta\_{pst}$$ is the pesticide percolation coefficient, $$Q\_{surf}$$ is the surface runoff generated on a given day (mm H$$*2$$O), $$Q*{lat,ly}$$ is the water discharged from the layer by lateral flow (mm H$$*2$$O), $$w*{perc,ly}$$ is the amount of water percolating to the underlying soil layer on a given day (mm H$$*2$$O), $$w*{mobile}$$ is the amount of mobile water in the layer (mm H$$*2$$O), and $$pst*{sol}$$ is the solubility of the pesticide in water (mg/L).

&#x20;           Pesticide moved to the underlying layer by percolation is calculated:

&#x20;                 $$pst\_{perc,ly}=conc\_{pst,flow}\*w\_{perc,ly}$$                                                          4:3.2.12

where $$pst\_{perc,ly}$$ is the pesticide moved to the underlying layer by percolation (kg $$pst$$/ha), $$conc\_{pst,flow}$$ is the concentration of pesticide in the mobile water for the layer (kg $$pst$$/mm H$$*2$$O), and $$w*{perc,ly}$$ is the amount of water percolating to the underlying soil layer on a given day (mm H$$\_2$$O).&#x20;

&#x20;      Pesticide removed in lateral flow is calculated:

&#x20;           $$pst\_{lat,surf}=\beta\_{pst}\*conc\_{pst,flow}\*Q\_{lat,surf}$$        for top 10 mm                  4:3.2.13

&#x20;          $$pst\_{lat,ly}=conc\_{pst,flow}\*Q\_{lat,ly}$$                           for lower layers                 4:3.2.14

where $$pst\_{lat,ly}$$ is the pesticide removed in lateral flow from a layer (kg $$pst$$/ha), $$\beta\_{pst}$$ is the pesticide percolation coefficient, $$conc\_{pst,flow}$$ is the concentration of pesticide in the mobile water for the layer (kg $$pst$$/mm H$$*2$$O), and $$Q*{lat,ly}$$ is the water discharged from the layer by lateral flow (mm H$$\_2$$O). The pesticide percolation coefficient allows the user to set the concentration of pesticide in runoff and lateral flow from the top 10 mm to a fraction of the concentration in percolate.&#x20;

&#x20;      Pesticide removed in surface runoff is calculated:

&#x20;            $$pst\_{surf}=\beta\_{pst}\*conc\_{pst,flow}\*Q\_{surf}$$                                                 4:3.2.15

where $$pst\_{surf}$$ is the pesticide removed in surface runoff (kg $$pst$$/ha), $$\beta\_{pst}$$ is the pesticide percolation coefficient, $$conc\_{pst,flow}$$ is the concentration of pesticide in the mobile water for the top 10 mm of soil (kg $$pst$$/mm H$$*2$$O), and $$Q*{surf}$$ is the surface runoff generated on a given day (mm H$$\_2$$O).

Table 4:3-2: SWAT+ input variables that pertain to pesticide transport in solution.

| Variable Name | Definition                                                  | Input File |
| ------------- | ----------------------------------------------------------- | ---------- |
| SOL\_BD       | $$\rho\_b$$: Soil bulk density     (Mg m$$^{-3}$$)          | .sol       |
| WSOL          | $$pst\_{sol}$$: Solubility of the pesticide in water (mg/L) | pest.dat   |
| PERCOP        | $$\beta\_{pst}$$: Pesticide percolation coefficient         | .bsn       |
