Although NH
4
+
–N is the preferred nitrogen nutrient for methane-forming bacte-
ria, some methane-forming bacteria can obtain nitrogen from other sources. Some
are able to fix molecular nitrogen (N
2
), and some are able to use the amino acid
alanine (CH
3
CHNH
2
COOH). Orthophosphate-phosphorus is the preferred phos-
phorus nutrient.
The amount of nitrogen and the amount of phosphorus needed to satisfy anaer-
obic bacterial activity and maintain acceptable digester performance may be deter-
mined by one of two methods. The first method consists of calculating the amount
of nutrients that must be present in the digester feed sludge and, if necessary, adding
the nutrient. In the second method, adequate residual concentrations of soluble
nutrients must be found in the digester effluent. If these residual concentrations are
not found, the nutrients must be added.
Because carbonaceous biochemical oxygen demand (cBOD) is measured under
aerobic conditions over a rather short test period (5 days) compared with relatively
long digester retention times (>12 days), the resulting cBOD tends to underesti-
mate the total oxygen demand present in a sample of sludge or wastewater. Also,
oxygen is not used in an anaerobic digester to degrade organic compounds. There-
fore, under anaerobic conditions of degradation of substrates in which oxygen is not
used and hydrolysis of substrates occurs, cBOD underestimates the total strength
of a sample of sludge or wastewater. These discrepancies have led to the use of
chemical oxygen demand (COD) for characterization of the strength of a sample
of sludge or wastewater.
The amount of nitrogen and the amount of phosphorus that must be available
in the digester can be determined from the quantity of substrate or COD of the
digester feed sludge. Nutrient requirements for anaerobic digesters vary greatly at
different organic loading rates (Figure 15.1). Generally, COD:N:P of 1000:7:1 and
350:7:1 have been used for high-strength wastes and low loadings, respectively.
These ratios have a C/N value of at least 25:1 that is suggested for optimal gas
production. If either of these ratios is used, it is assumed that nitrogen is ap-
proximately 12% of the dry weight of bacterial cells or sludge and phosphorus
is approximately 2% of the dry weight of bacterial cells or sludge (Table 15.1).
These ratios are based on the common empirical formula for cellular material,
C
2
H
7
O
2
N.
By assuming that 10% of the COD fed to the digester is converted to new bac-
terial cells (C
2
H
7
O
2
N), that is, growth yield of 0.1 kg VSS/kg COD removed, the
amount of nitrogen and phosphorus that are needed can be calculated. For example,
if the COD of the digester feed sludge is 10,000 mg/l, and 80% of the COD is
degraded, then the amount of nitrogen and the amount of phosphorus that are
needed are 96 mg/l and 16mg/l, respectively (Figure 15.2).
By ensuring residual values of ammonical-nitrogen and orthophosphate-
phosphorus in the digester effluent, nitrogen and phosphorus should not be limited
in the digester. Residual values of 5 mg/l of NH
4
+
–N and 1–2 mg/l of HPO
4
–
–P are
commonly recommended.
Adequate nutrient needs for anaerobic digesters may be determined by ensur-
ing at least a minimum amount of a nutrient as a percentage of the COD loading
to the digester. Table 15.2 lists some nutrient needs.
If nutrient addition is required for nitrogen or phosphorus, several chemicals may
be used. For nitrogen addition, ammonium chloride, aqueous ammonia, and urea
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