fundamentals of engineering supplied-reference handbook - Ventech!
fundamentals of engineering supplied-reference handbook - Ventech!
fundamentals of engineering supplied-reference handbook - Ventech!
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FATE AND TRANSPORT<br />
Microbial Kinetics<br />
BOD Exertion<br />
1 ( 1 e ) kt −<br />
y = L −<br />
t<br />
where<br />
k1 = deoxygenation rate constant (base e, days –1 ),<br />
L = ultimate BOD (mg/L),<br />
t = time (days), and<br />
yt = the amount <strong>of</strong> BOD exerted at time t (mg/L).<br />
Stream Modeling: Streeter Phelps<br />
kL 1 o<br />
D = exp ( −kt) −exp( − k t) + D exp −k<br />
t<br />
1 2 o<br />
2<br />
k − k<br />
2<br />
1<br />
[ ] ( )<br />
( k − k )<br />
1 ⎡k⎛ 2<br />
t = ln 1<br />
c ⎢ ⎜ − Do<br />
k − k k 2 1 ⎣ ⎝ 1<br />
DO = DOsat – D, where<br />
⎞⎤<br />
2 1<br />
⎟⎥<br />
k L ⎠<br />
1 o ⎦<br />
D = dissolved oxygen deficit (mg/L),<br />
k1 = deoxygenation rate constant, base e (days –1 ),<br />
t = time (days),<br />
k2 = reaeration rate, base e (days –1 ),<br />
Lo = initial BOD ultimate in mixing zone (mg/L ),<br />
Do = initial dissolved oxygen deficit in mixing zone<br />
(mg/L),<br />
tc = time which corresponds with minimum<br />
dissolved oxygen (days),<br />
DOsat = saturated dissolved oxygen concentration<br />
DO =<br />
(mg/L), and<br />
dissolved oxygen concentration (mg/L).<br />
Monod Kinetics—Substrate Limited Growth<br />
Continuous flow systems where growth is limited by one<br />
substrate (chemostat):<br />
S<br />
µ = µ max , where<br />
K + S<br />
µ = specific growth rate (time –1 ),<br />
s<br />
µmax = maximum specific growth rate (time –1 ),<br />
S = concentration <strong>of</strong> substrate in solution (mass/unit<br />
volume), and<br />
Ks = half-velocity constant = half-saturation constant<br />
(i.e., substrate concentration at which the specific<br />
growth rate is one-half µmax) (mass/unit volume).<br />
148<br />
GROWTH RATE CONSTANT (µ, 1/t)<br />
µ m<br />
µ<br />
m<br />
2<br />
K s<br />
ENVIRONMENTAL ENGINEERING (continued)<br />
♦ Monod growth rate constant as a function <strong>of</strong><br />
limiting food concentration.<br />
LIMITING FOOD CONCENTRATION S (mg/L)<br />
Multiple Limiting Substrates<br />
µ<br />
= ⎡<br />
⎣µ 1( S1) ⎤⎡<br />
⎦⎣µ 2( S2) ⎤<br />
⎦⎣<br />
⎡µ 3( S3) ⎤<br />
⎦… ⎡<br />
⎣µ n( Sn)<br />
⎤<br />
µ<br />
⎦<br />
m<br />
Si<br />
where µ i = for i = 1 to n<br />
Ksi + Si<br />
Non-steady State Continuous Flow<br />
dx<br />
= Dxo + ( µ−kd − D) x<br />
dt<br />
Steady State Continuous flow<br />
µ = D with kd > Ss, and<br />
Ks = saturation constant on half-velocity constant<br />
[= concentration (mg/l) at µm/2].<br />
f = flow rate (hr –1 ),<br />
Vr = culture volume (l),<br />
D = dilution rate (flow f / reactor volume Vr; hr –1 ),<br />
µi = growth rate with one or multiple limiting substrates<br />
(hr –1 ),<br />
Si = substrate i concentration (mg/l),<br />
So = initial substrate concentration (mg/l),<br />
YP/S = product yield per unit <strong>of</strong> substrate (mg/mg)<br />
p = product concentration (mg/l).<br />
x = cell number (g/l),<br />
xo = initial cell number (g/l),<br />
t = time (hr)<br />
kd = death rate (hr –1 )<br />
♦ Davis, M.L. and S.J. Masten, Principles <strong>of</strong> Environmental Engineering and Science, McGraw-Hill,<br />
2004. Used with permission <strong>of</strong> McGraw-Hill Companies.