DexSorb technical documentation

DEXSORB®

DEXSORB® PFAS Filtration System Overview

Fire Station System:

Based on PFAS levels in Table 2 and the PFAS treatment target, the full-scale system design is shown in Figure 2 and Table 3. The design uses one vessel in PBF configuration, containing 18 lbs of DEXSORB® granules, to provide a system EBCT of 1.4 minutes. Backwash capabilities are incorporated into the vessel. The system is projected to remove EPA6 PFAS for a capacity of 6,240 gallons at the 3-gpm flow rate. This translates to 52 weeks of operation at the peak flow rate of 120 gallons per week (to be confirmed) before media changeout is needed.

The client should provide a flow rate of 3 gpm with 15 psi pressure to support the DEXSORB® system operation. Hook & Ladder Supply or extractor manufacturer can provide suggestions on selection of sump-pump and retention tank if needed. The retention tank and sump pump are not included in this package.

                                  Table 1.

Parameters                                                    Unit

Flow Rate

3

gpm

Empty Bed Contact Time

1.4

min

Hydraulic Loading Rate

8.6

gpm/ft2

Vessel ID

8

inch

Vessel Height

35

inch

Vessel Cross-section Area

0.35

ft2

Packed Bed Depth

1.6

ft

DEXSORB® Loading

18

pounds

Empty Space Ratio

45

%

Estimated Pressure Drop

<15

psi

   Figure 2.

Figure 2 setup

Table 2. PFAS Characterization for Gear Cleaning Wastewater (sampled in May 2024)

Compound

Concentration (ppt)

Sample 1

Sample 2

Filtered Sample

1

Filtered Sample

2

PFBA

894.9

247.6

462.3

122.9

PFPeA

21.9

59.1

59.2

29.3

PFHxA

220.7

672.8

767.7

336

PFHpA

588.6

140.1

122.1

40.3

PFOA

706.7

72.1

37.1

34.1

PFNA

455.1

29.6

5.7

5

PFDA

250

19.3

9.7

12.3

PFBS

1548.1

566.6

549.7

313.7

PFPeS

5.1

ND

ND

ND

PFHxS

804.8

43.3

2.2

3.7

PFHpS

24.2

ND

ND

ND

PFOS

455.6

20.8

6.2

7.3

GenX

495.3

18

ND

ND

4:2 FTS

ND

8

ND

ND

6:2 FTS

16.7

36.8

20.3

13.5

8:2 FTS

ND

ND

4.6

8.8

5:3 FTCA

3.1

4.4

4.6

4.3

Total

6490.8

1938.5

2051.4

931.2