Table 12 Comparison of the EN-MBBR system with other studies.

From: Modeling of novel processes for eliminating sidestreams impacts on full-scale sewage treatment plant using GPS-X7

Item

EN-MBBR (This study)

DEMON37

SNAD38

SHARON39

Anammox40

CANON41

Treatment source

All side streams (supernatant, underflow, and centrate)

Centrate

Centrate

Centrate

Centrate

Centrate

Treated effluent discharge

Plant water fall

Plant water head

Plant water head

Plant water head

Plant water head

Plant water head

Plant volumes

Very good for volumes reduction

Limited effect

Limited effect

Limited effect

Limited effect

Limited effect

Sludge production

Good for sludge reduction

Weak

Weak

Weak

Weak

weak

Biogas generated

Very good for biogas generated

No effect

No effect

No effect

No effect

No effect

Nutrient removal

Excellent for N, P, and S

Good for TN

Good for TN

Good for NH4

Good for TN

Good for TN

Inert material removal

Excellent

No effect

No effect

No effect

No effect

No effect

Power saving

Very good

Limited effect

Limited effect

Limited effect

Limited effect

Limited effect

Denitrification

Very good for improving denitrification

Good

Good

Weak

Good

Good

Plant costs

Very good for reducing the overall cost

Limited effect

Limited effect

Limited effect

Limited effect

Limited effect

Area requirement

Small

Middle

Big

Big

Big

Small

power consumption

Generating energy

Consume

Consume

Consume

Consume

Consume

Oxygen requirement

25% of the O2 amount is self-provided by from underflow sidestream

Few

Few

High

Middle

Few

Odor removal

Very good for H2S removal

Weak

Weak

Good

Middle

Weak

EN-MBBR operation

Very simple

Complex

Complex

Complex

Complex

Complex

EN-MBBR Shock

Very good for shocks resist

Weak

Middle

Weak

Weak

Weak

EN-MBBR construction cost

Few

Middle

High

High

High

Few

Alkalinity consumption

No need

–

–

Need

Need

–

EN-MBBR start-up

3 weeks

3–36 months

3–36 months

3–36 months

3–36 months

3–36 months

Pollutants removal efficiency

97% removal efficiency for COD, BOD, TSS, H2S, NH4, NO3, and TP

70–90% removal efficiency of TN

70–75% removal efficiency of TN

70–90% removal efficiency of TN

70–90% removal efficiency of TN

70–90% removal efficiency of TN