Glossary term

Endogenous Respiration

Activated-sludge biological process where biomass consumes oxygen for maintenance and decay, affecting OUR, SRT, sludge yield, aeration demand and validation evidence.

Definition

process

Endogenous respiration is the oxygen-consuming maintenance and decay activity of biomass when microorganisms oxidize stored material or cellular material rather than fresh external substrate.

In activated-sludge wastewater treatment, endogenous respiration explains why older biomass can keep consuming oxygen even when readily biodegradable substrate is low. It affects oxygen uptake rate, solids retention time, observed sludge yield, aeration energy, sludge production, settleability and recovery after load changes. It should be interpreted with MLVSS, SRT, F/M ratio, substrate load, nitrification state, dissolved oxygen, temperature, toxicity history and validation evidence.

Endogenous respiration is the oxygen-consuming maintenance and decay activity of biomass when microorganisms oxidize stored material or cellular material rather than fresh external substrate. In activated sludge, it is part of the background oxygen demand of the mixed liquor.

The process matters because old or high-inventory sludge can keep using oxygen even when influent biodegradable load is low. That oxygen use affects aeration energy, oxygen-transfer margin, observed sludge yield and wasting decisions.

Engineering Meaning

Endogenous respiration is different from substrate respiration. Substrate respiration is driven by incoming BOD, COD or ammonia. Endogenous respiration is driven by the biomass inventory itself, especially when sludge age is high or external food is limited.

In oxygen uptake terms:

OUR=OUR_C+OUR_N+OUR_E

where OUR_C is carbon oxidation, OUR_N is nitrification-related uptake and OUR_E is endogenous respiration.

Biomass Decay Rate

A simple first-order decay screen is:

r_d=bX_v

where b is an endogenous decay coefficient and X_v is volatile mixed-liquor solids. If:

b=0.06\ \text{d}^{-1},\quad X_v=2.5\ \text{kg/m}^3

then:

r_d=0.06(2.5)=0.15\ \text{kg VSS/m}^3/\text{d}

The coefficient is not universal. It depends on temperature, biomass condition, substrate history, nitrification state and model basis.

Daily Decay Mass

For an aeration volume:

V=7200\ \text{m}^3

the screened endogenous decay mass is:

M_d=bX_vV=0.06(2.5)(7200)=1080\ \text{kg VSS/d}

This is not the same as waste sludge production. It is a process-model estimate of biomass decay activity inside the biological system.

Endogenous Oxygen Demand

If the oxygen equivalent is approximated as:

f_O=1.42\ \text{kg O}_2/\text{kg VSS}

then:

O_E=f_OM_d=1.42(1080)=1534\ \text{kg O}_2/\text{d}

That oxygen demand can be significant when reviewing blower capacity or energy use during low-load operation.

OUR Conversion

The same daily oxygen use can be expressed as a concentration uptake rate:

\displaystyle OUR_E=\frac{O_E}{24V}1000

Using the values above:

\displaystyle OUR_E=\frac{1534}{24(7200)}1000=8.88\ \text{mg O}_2/\text{L/h}

This screen should be checked against measured oxygen uptake, test temperature, DO limitation and sample representativeness.

Endogenous respiration increases with biological solids inventory and sludge age. A common yield screen is:

\displaystyle Y_{obs}=\frac{Y}{1+bSRT}

If:

Y=0.60,\quad b=0.06\ \text{d}^{-1},\quad SRT=12\ \text{d}

then:

\displaystyle Y_{obs}=\frac{0.60}{1+0.06(12)}=0.35

Longer SRT can reduce net sludge yield, but it may also increase background aeration demand and old-sludge operating risks.

Process Interpretation

High endogenous respiration can be normal in a long-SRT nitrifying process, but it can also indicate excessive inventory, low F/M ratio, old sludge, poor wasting discipline or a process spending oxygen on biomass maintenance rather than useful substrate removal.

Low endogenous uptake is not automatically good. It may reflect low biomass, toxic inhibition, cold mixed liquor, poor acclimation, sample handling error or a test that has become oxygen-limited.

Validation Evidence

Useful evidence includes OUR or respirometry data, MLSS and MLVSS, SRT, F/M ratio, WAS records, observed sludge yield, BOD or COD load, ammonia and nitrate trends, DO profile, temperature, pH, alkalinity, toxicity history, blower energy, oxygen-transfer margin and the sampling method used for the respiration test.

Common Mistakes

Common mistakes are treating endogenous respiration as wasted oxygen in every case, ignoring it in aeration capacity checks, applying one decay coefficient across seasons, confusing decay mass with sludge production, using MLSS when MLVSS is needed, and changing wasting from one OUR test without checking SRT, ammonia, settleability and compliance evidence.

REF

See also