Environmental Engineering Reference
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Therefore,
d C A
d t =
k F (C A0
C A )
k tot C A .
(6.73)
Expressions for individual rate constants are given in Table 6.1. Note that a similar
equation was used in Example 6.2 to illustrate the loss mechanisms in a wastewater
surface impoundment.
E XAMPLE 6.7 F ATE OF T ETRACHLOROETHENE IN L AKE G RIEFENSEE ,
S WITZERLAND
Schwarzenbach et al. (1998) have estimated the following parameters for Lake
Griefensee: Average area = 2 × 10 6 m 2 , average epilimnion depth = 5 m, particulate
matter concentration = 2 × 10 6 kg/L, average particulate settling velocity = 2.5 m/d,
average K w for tetrachloroethene (TetCE) = 0.15 m/d, average load of TetCE per
day to the lake = 0.1 kg/d, average flow rate of water = 2.5 × 10 5 m 3 /d. Estimate the
steady-state removal of TetCE in the lake.
Firstly,notethatTetCEisarefractorycompound.Henceforthezerothapproximation,
let us assume that chemical, photochemical, and biological reactions are negligible.
K aw for TetCE is 0.6 at 298 K. Log K ow = 2.1. Hence log K ow = ( 0.92 )
( 2.10 ) 0.23 = 1.70. Hence K oc = K c = 50 L/kg. φ
p
A = ( 50 )( 2 × 10 6 )/ [ 1 + ( 50 )
( 2 × 10 6 ) ]= 1 × 10 4 . k voln = ( 0.15 )( 1 )/ 5 = 0.03 d 1 , k sed = ( 2.5 )( 1 × 10 4 )/ 5
=
10 5 d 1 , k F =
10 5 /( 5 )( 2
10 6 ) =
0.025 d 1 . At steady state, (C A0
5
×
2.5
×
×
C A /C A ) = (k voln + k sed /k F ) =
1.2. Hence 1
C A /C A0 =
0.55.
TABLE 6.1
Expressions for First-Order Rate Constants in a CSTR Model
for the Epilimnion of a Lake
Process
Rate Constant
Expression
Flushing
k F
Q F /V e
K W
h e
1
A
p
Volatilization
k voln
− φ
U set
h e
p
A
Reaction loss k rxn + k photo + k bio Specific to chemicals
Notes: Q F = feed rate, m 3 /d; V e = epilimnion volume, m 3 ; K w = overall liquid-
phase mass transfer coefficient of A, m/d; h e = height of the epilimnion, m;
ϕ
φ
Sedimentation
k sed
A = fraction of A bound to particulates, K oc C C / ( 1 + K oc C C ) , where K oc is
the organic carbon-based partition constant of A (L / kg), C C is the particulate
organic carbon concentration, L / kg, and U set =
average settling velocity of
particulates, m / d.
 
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