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Volatilization

Pesticide in the dissolved phase is available for volatilization. The amount of pesticide removed from the water via volatilization is:

pstvol,wtr=vvdepthβˆ—Fdβˆ—pstrchwtrβˆ—TTpst_{vol,wtr}=\frac{v_v}{depth}*F_d*pst_{rchwtr}*TTpstvol,wtr​=depthvvβ€‹β€‹βˆ—Fdβ€‹βˆ—pstrchwtrβ€‹βˆ—TT 7:4.1.8

where pstvol,wtrpst_{vol,wtr}pstvol,wtr​ is the amount of pesticide removed via volatilization (mg pst), vvv_vvv​ is the volatilization mass-transfer coefficient (m/day), depthdepthdepth is the flow depth (m), FdF_dFd​ is the fraction of total pesticide in the dissolved phase, pstrchwtrpst_{rchwtr}pstrchwtr​ is the amount of pesticide in the water (mg pst), and TTTTTT is the flow travel time (days).

The volatilization mass-transfer coefficient can be calculated based on Whitman’s two-film or two-resistance theory (Whitman, 1923; Lewis and Whitman, 1924 as described in Chapra, 1997). While the main body of the gas and liquid phases are assumed to be well-mixed and homogenous, the two-film theory assumes that a substance moving between the two phases encounters maximum resistance in two laminar boundary layers where transfer is a function of molecular diffusion. In this type of system the transfer coefficient or velocity is:

7:4.1.9

where is the volatilization mass-transfer coefficient (m/day), is the mass-transfer velocity in the liquid laminar layer (m/day), is the mass-transfer velocity in the gaseous laminar layer (m/day), is Henry’s constant (atm m mole), is the universal gas constant ( atm m (K mole)), and is the temperature (K).

For rivers where liquid flow is turbulent, the transfer coefficients are estimated using the surface renewal theory (Higbie, 1935; Danckwerts, 1951; as described by Chapra, 1997). The surface renewal model visualizes the system as consisting of parcels of water that are brought to the surface for a period of time. The fluid elements are assumed to reach and leave the air/water interface randomly, i.e. the exposure of the fluid elements to air is described by a statistical distribution. The transfer velocities for the liquid and gaseous phases are calculated:

7:4.1.10

where is the mass-transfer velocity in the liquid laminar layer (m/day), is the mass-transfer velocity in the gaseous laminar layer (m/day), is the liquid molecular diffusion coefficient (m/day), is the gas molecular diffusion coefficient (m/day), is the liquid surface renewal rate (1/day), and is the gaseous surface renewal rate (1/day).

O’Connor and Dobbins (1958) defined the surface renewal rate as the ratio of the average stream velocity to depth.

7:4.1.11

where is the liquid surface renewal rate (1/day), is the average stream velocity (m/s) and is the depth of flow (m).

vv=Klβˆ—HeHe+Rβˆ—TKβˆ—(Kl/Kg)v_v=K_l*\frac{H_e}{H_e+R*T_K*(K_l/K_g)}vv​=Klβ€‹βˆ—He​+Rβˆ—TKβ€‹βˆ—(Kl​/Kg​)He​​
vvv_vvv​
KlK_lKl​
KgK_gKg​
HeH_eHe​
3^33
βˆ’1^{-1}βˆ’1
RRR
8.206βˆ—10βˆ’58.206*10^{-5}8.206βˆ—10βˆ’5
3^33
βˆ’1^{-1}βˆ’1
TKT_KTK​
Kl=rlβˆ—DlK_l=\sqrt{r_l*D_l}Kl​=rlβ€‹βˆ—Dl​​
Kg=rgβˆ—DgK_g=\sqrt{r_g*D_g}Kg​=rgβ€‹βˆ—Dg​​
KlK_lKl​
KgK_gKg​
DlD_lDl​
2^22
DgD_gDg​
2^22
rlr_lrl​
rgr_grg​
rl=86400βˆ—vcdepthr_l=\frac{86400*v_c}{depth}rl​=depth86400βˆ—vc​​
rlr_lrl​
vcv_cvc​
depthdepthdepth