EcoLanTM ELO-1060E Ultrafiltration Membrane Water Reuse Case

Project Overview

Project name: A water reuse project of the wastewater treatment plant

Number of UF elements: 4 x 40pcs EcoLan TM ELO-1060E

Water production capacity: 4 x 165m3/h

UF system commissioning date: June 2020

System process flow: Mixed water of coking wastewater, steelmaking wastewater, domestic sewage, and other wastewater → coagulation and sedimentation tank → intermediate water tank → self-cleaning filter → ELO-1060E ultrafiltration membrane system → UF product water tank → activated carbon filter tank → 5um security filter → reverse osmosis system → effluent reuse

Produced water quality: turbidity ≤ 0.1NTU, SDI15 ≤ 2.80

Chemical cleaning cycle: ≥ 2 months

ELO-1060E Ultrafiltration Membrane Water Reuse Case

Design feed water quality

The feed water of the ultrafiltration system is the product water of the pretreatment unit, and the actual water quality conditions are as follows.

Number Control index Maximum limit
1 pH value ≤9.0
2 Turbidity ≤50NTU
3 COD ≤200mg/L
4 BOD ≤100mg/L
5 TSS ≤100mg/L
6 TDS ≤2800mg/L
7 NH3-N 10~20mg/L
8 Conductivity ≤4000um/cm
9 Hardness 10~30mmol/L

Analysis of operation effect, pressure difference, and flux

The water reuse system site has four sets of ultrafiltration devices A\B\C\D, each set of 40 membranes, all replaced on June 15~17, 2020. During the commissioning operation after the replacement, we recorded the data of water production, the inlet and outlet pressure of the ultrafiltration device in detail on site.

For the convenience of analysis, all operating parameters such as water production, total membrane area, and trans-membrane pressure difference of ultrafiltration devices were calculated into the specific flux data of ultrafiltration, which means the operating flux of ultrafiltration system under unit pressure difference.

Operating specific flux of ultrafiltration system (L/ (m2.h.bar)) = water production of ultrafiltration (m3/h) *1000/ total area of ultrafiltration membrane (m2) / trans-membrane pressure difference (bar)

Taking the on-site A set of ultrafiltration as an example, we completed the replacement and put it into operation on June 17, 2020. The single set of water production was 165 m3/h, the pressure difference was 0.31 bar, single set of 40 ultrafiltration membranes, each UF membrane element 78m2, the specific flux calculation is 165*1000/40/78/0.31=170.6 L/ (m2.h.bar).

After 70 days of operation in the first two months of the ultrafiltration system in the site, the pressure difference of the ultrafiltration system increased slowly from 0.31 bar to 0.35 bar while maintaining the water production of 165 m3/h. Converted into the specific flux in the figure below, the specific flux decreased slowly from 170 to 151 LMH.bar. From the operational data and trend changes, we can see that the ultrafiltration system is very stable. After 70 days of operation, the A set of ultrafiltration systems is still far from the level of chemical cleaning.

Then, look at the site D set of UF devices in the first two months of a full 70 days of operation, the pressure difference of the ultrafiltration system increased slowly from 0.30 bar to 0.37~0.38 bar while maintaining the water production of 165 m3/h. Converted into the specific flux in the figure below, the specific flux decreased slowly from 176 to 139~142 LMH.bar. From the operational data and trend changes, we can see that the ultrafiltration system is very stable. After 70 days of operation, the D set of ultrafiltration systems is still far from requiring chemical cleaning.

Challenges of the ultrafiltration system in the water reuse case

Actual operation effect of EcoLan ultrafiltration membrane element

Analysis of the reasons for the stable operation of the EcoLan ultrafiltration system

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