22 - some bod problems
TRANSCRIPT
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Some BOD problems
Practice, Practice, Practice
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Practice Problem #1
200 mL of Genesee river water wascollected from jst below t!e brewer" 2mL of river water dilted to 1 L, aerated
and seeded $!e dissolved o%"&encontent was '( m&)L initiall" *fter +da"s, t!e dissolved o%"&en content !addropped to + m&)L *fter 20 da"s, t!edissolved o%"&en content !ad droppedto +- m&)L .!at is t!e ltimate BOD/
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Soltion
.e !ave mltiple data points so we dont
need to assme t!e rate constant, , to
be 02- da"s31
4ow wold "o se t!e data to calclate
/
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$!e e5ation
BOD6 7 BOD 813e3t9
$!e problem is, we !ave : nnowns
So, even if we now 2 of t!em 8for e%ample, t!eBOD6 at a &iven time9, we still !ave 2 left
2 nnowns re5ire 2 e5ations to determinet!em
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$!e e5ation
BOD6 7 BOD 813e3t9
is a constant
BOD is a constant
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$!e e5ation
BOD+ 7 BOD 813e38+ da"s99
BOD20 7 BOD 813e3820 da"s99
;f we compare t!e ratio, t!e BODcancels
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$!e e5ation
BOD+ 7 BOD 813e38+ da"s99
BOD20 BOD 813e3820 da"s99
BOD+ 7 813e38+ da"s99
BOD20 813e3820 da"s99
*nd we now BOD+)BOD20 ;ts jst anmber, call it <
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$!e e5ation
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$!e e5ation
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>or or particlar problem?
200 mL of Genesee river water wascollected from jst below t!e brewer" 2mL of river water dilted to 1 L, aerated
and seeded $!e dissolved o%"&encontent was '( m&)L initiall" *fter +da"s, t!e dissolved o%"&en content !addropped to + m&)L *fter 20 da"s, t!edissolved o%"&en content !ad droppedto +- m&)L .!at is t!e ltimate BOD/
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Soltion
BOD+ 7 '( m&)L + m&)L 7 +0 m&)L
2 mL)1000 mL
BOD20 7 '( m&)L +- m&)L 7 12+0 m&)L
2 mL)1000 mL
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BOD+ 7 813e38+ da"s99
BOD20 813e3820 da"s99
+0 7 813e38+ da"s9912+0 813e3820 da"s99
0'@ 7 813e38+ da"s99
813e3820 da"s99
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0'@ 7 813e38+ da"s99
813e3820 da"s99
0'@ 0'@ e38209 7 1 e38+9
e38+9 0'@ e38209 7 130'@ 7 02:
.e jst &rap! t!e left side as a fnction of andloo to see w!ere it e5als 02: 8or "o can se
solver on "or calclator9
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eA3+ 3 0'@eA20
0 02:
002+ 0:21+-:
00+ 0:212
00'+ 0+1''1
01 0+0-@'@012+ 0:'2(''
01+ 0:-:+2(
01'+ 0--12
02 0-+-@
022+ 0-1@21
02+ 02(1-(:
02'+ 02:'-:
0- 02212:@
0-2+ 01+'@
0-+ 01'-0(1
0-'+ 01+2-+
0: 01-+0(
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$!e vale is=
02( da"31
o can t!en se t!is and eit!er of t!eBOD6 to calclate ltimate BOD
BOD+ 7 BOD 813e38+ da"s99
+0 m&)L 7 BOD 81 e380#2(98+99
BOD 7 12@1 m&)L
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Comparison to $!eoretical
;f we !ad simpl" assmed 702- da"s31
BOD+ 7 BOD 813e38+ da"s99
+0 m&)L 7 BOD 81 e380#2-98+99
BOD 7 1-0 m&)L
*nd, if we calclated t!e BOD from t!e 20da" data=
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G4E
BOD20 7 BOD 813e3820 da"s99
12+0 m&)L 7 BOD 81 e380#2-982099
BOD 7 12@2 m&)L
$!e ltimate BOD will not a&ree since t!e is Fwron&
.!ic! wold "o se/
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20 da" is alwa"s better
20 da" s!old alwa"s be more accrate
o are avera&in& more da"s *HD t!e
reaction s!old be 0IJ complete b"
t!en 8actall" J if t!e assmed iseven close to correct9
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Practice Problem #2
200 mL of Genesee river water was collectedfrom jst below t!e brewer" 2 mL of riverwater dilted to 2+0 mL, aerated and seeded$!e dissolved o%"&en content was '@ m&)L
initiall" *fter + da"s, t!e dissolved o%"&encontent !ad dropped to +' m&)L * secondsample was obtained @0 da"s later andretested in identical fas!ion $!e intialdissolved o%"&en was '+ m&)L and, after +da"s, dropped to +- m&)L .!at is t!eltimate BOD for eac! of t!e samples/ .!ic!water sample was cleaner/
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Soltion
BOD+,1 7 '@ m&)L +' m&)L 7 2-( m&)L
2 mL)2+0 mL
BOD+,2 7 '+ m&)L +- m&)L 7 2'+ m&)L
2 mL)1000 mL
Can "o alread" tell w!ic! is dirtier/
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Soltion
Can "o alread" tell w!ic! is dirtier/
Since is constant, t!e BOD+ is as &ood ameasre as t!e ltimate BOD $!e 2nd
test sample is dirtier t!an t!e first
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ltimate BOD calclation
Sample #1
BOD+ 7 BOD 813e38+ da"s99
2-( m&)L 7 BOD 81 e3802-98+9
92-( m&)L 7 BOD 80@(--9
BOD 7 -:( m&)L
Sample #22'+ m&)L 7 BOD 80@(--9
BOD 7 :02 m&)L
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B$ B$ B$
*lwa"s eep in mind t!e limitations of an" test?
BOD is not foolproof? t!e bi&&est falt bein& t!at
it will miss !ms 8non3biode&radable or&aniccomponds9
Generall", if it is wron&, it is too low *lt!o&! it
can also erroneosl" detect c!emical o%idationof inor&anic componds 8metals9 bt t!is issmaller t!an t!e !ms problem
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Konroe Cont" .ater *t!orit"
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