Chlor #555 Britt

26
1 Baffles May Allow Effective Multilevel Baffles May Allow Effective Multilevel Sampling in Traditional Monitoring Wells Sampling in Traditional Monitoring Wells Mr. Sandy Britt, PG, CHG ProHydro, Inc. [email protected] Monica Calabria, CH2M Hill BATTELLE Conference on the Remediation of Chlorinated and Recalcitrant Compounds Monterey, California May 19, 2008

Transcript of Chlor #555 Britt

Page 1: Chlor #555 Britt

1

Baffles May Allow Effective Multilevel Baffles May Allow Effective Multilevel Sampling in Traditional Monitoring WellsSampling in Traditional Monitoring Wells

Mr. Sandy Britt, PG, CHGProHydro, Inc.

[email protected]

Monica Calabria, CH2M Hill

BATTELLEConference on the

Remediation of Chlorinated and

Recalcitrant Compounds

Monterey, CaliforniaMay 19, 2008

Page 2: Chlor #555 Britt

Groundwater Flow

UST

Dissolved Contaminant

Subsurface Contaminant Transport and Monitoring

The The zz dimension is often the most importantdimension is often the most important

Alternatives to learn about the z-dimension:

• Multilevel approach with transects• Waterloo Profiler, CMT, Westbay, nested wells

• Historically, most sites have long screen wells.

What to do about this?

Page 3: Chlor #555 Britt

3

• By purging wells, we get one sample resultone sample result

• How do you know what the interaction is between inside and outsideinside and outside a well?

• Try multimulti--intervalintervalsampling?

The Black Box

Page 4: Chlor #555 Britt

4

Does a concentration Does a concentration found inside a well found inside a well correspond tocorrespond to……

• A specific interval?

• A flow weighted average?

Stratification testing can give clues, but not a definitive answer

How does water entering a well really behave?

1:1 Correspondence?

? ?

Page 5: Chlor #555 Britt

5

Dye source with gravity feed to injection port

Simulated 4-inch well

Upgradient/ influent reservoir

Piezometers

Dye port

Constant head reservoir

Homer’s water supply bucket

Influent supply from constant head reservoir Effluent drain

Effluent reservoir

DTSC Sand Tank Well Model

Page 6: Chlor #555 Britt

6

P3070009@ 3/07/03 1217atest start 420p on 3/06/03calc. dye density: 0.999986 g/cc-1:00 hrs. since dye emerged seepage velocity: 0.47 ft/day

72 cm vertical

flow

50 cm50 cm

7 cm deep

10 cm wide

flow

flow

flow

Page 7: Chlor #555 Britt

7

P3070011@ 3/07/03 217atest start 420p on 3/06/03calc. dye density: 0.999986 g/cc

1:00 hrs. since dye emerged seepage velocity: 0.47 ft/day

Dye

Clear water

Clear water

Page 8: Chlor #555 Britt

8

P3070017@ 3/07/03 817atest start 420p on 3/06/03calc. dye density: 0.999986 g/cc

7:00 hrs. since dye emerged seepage velocity: 0.47 ft/day

Page 9: Chlor #555 Britt

9

P3070031@ 3/07/03 1017ptest start 420p on 3/06/03calc. dye density: 0.999986 g/cc

21:00 hrs. since dye emerged seepage velocity: 0.34 ft/day

Page 10: Chlor #555 Britt

10

P3080046 @ 3/08/03 117ptest start 420p on 3/06/03calc. dye density: 0.999986 g/cc

36:00 hrs. since dye emerged seepage velocity: 0.55 ft/day

Page 11: Chlor #555 Britt

11

P3090070 @ 3/09/03 117ptest start 420p on 3/06/03calc. dye density: 0.999986 g/cc

60:00 hrs. since dye emerged seepage velocity: 0.46 ft/day

Page 12: Chlor #555 Britt

12Britt, SL, 2005, Testing the In-Well Horizontal Laminar Flow Assumption with a Sand Tank Well Model. Ground Water Monitoring and Remediation 25, no. 3 p.73-81

percent of initial dye concentration

33%

40%

35%

Flow weighted averaging

Mixing/averaging effect

Page 13: Chlor #555 Britt

13

P21000024 @ 2/10/03 1240atest start 0900 on 2/9/03calc. dye density: 0.999996 g/cc10:06 hrs. since dye emergedseepage velocity: 1.08 ft/day

~1-4 x 10-5

higher density

Density Effects – Passive/ambient

Page 14: Chlor #555 Britt

14

P21000059 @ 2/10/03 1038ptest start 0900 on 2/9/03calc. dye density: 0.999996 g/cc32:04 hrs. since dye emergedseepage velocity: 0.90 ft/day

~1-4 x 10-5

higher density

Density Effects – heavier

~3%

~70%

Page 15: Chlor #555 Britt

15

P2210125@ 2/21/03 0325ptest start 1120a on 2/20/03calc. dye density: 0.999935 g/cc16:00 hrs. since dye emerged= seepage velocity: 0.79 ft/day

~1-4 x 10-5

lower density

Density Effects – lighter

Page 16: Chlor #555 Britt

16

P2230046@ 2/23/03 1134ptest start 1120a on 2/20/03calc. dye density: 0.999935 g/cc 72:09 hrs. since dye emergedseepage velocity: 0.54 ft/day

~1-4 x 10-5

lower density

Density Effects – lighter

~70%

~3%

Page 17: Chlor #555 Britt

17

For those wells that doshow ambient stratification:

Aquifer must be stratified

But what causes contaminants to maintain stratification?

∇ Entry point∇ Density differential∇ Pressure gradient

!! Contaminants may !! Contaminants may stratify at different stratify at different intervals than they enter !!intervals than they enter !!

Stratification correspondence?

Page 18: Chlor #555 Britt

18

What about sampling passively--with a zone isolation device?

> DMLS> Passive Flux Meter

PDB or Snap Sampler with bafflePDB or Snap Sampler with baffle

Dick Willey, Dick Goehlert, R1 USEPA; Phil Harte, USGS

Page 19: Chlor #555 Britt

19

The Snap Sampler is a dedicatedpassive sampling system

• Deploy double-ended bottles in an open position.

• Sample after short or long residence time in the well—1-2 weeks or 3 or 6 months

• Mechanical or electric trigger closes bottles in situ.

• Sample transfer is not requiredat the well head for VOCs-No exposure to air

Page 20: Chlor #555 Britt

20

How the Snap Sampler works….

Insert

40ml 125ml

Rotate to set Snap Cap

76

Page 21: Chlor #555 Britt

21

How the Snap Sampler works…continued

Lower downhole

• Modular samplers allow up to 4 bottles per trigger

• Multiple triggers can be used for multiple sampling depths

Hang on Dock Ring Secure

• Mechanical or electric trigger

Attach Trigger

Page 22: Chlor #555 Britt

22

Stratification Testing, using Snap SamplersSite in southern California (private site)

55

60

65

70

75

80

200 400 600 800 1000Concentration (ug/L)

Dep

th (f

t)

TPH (gas) MTBE

55

60

65

70

75

80

0 20 40 60 80 100Concentration (ug/L)

Dep

th (f

t)TBA

• 20 ft 4” PVC well, 5 zones, separated w/ bafflessomewhat stratified

Site in Orange County, CAData Courtesy ERI

MW-2 MW-2

Page 23: Chlor #555 Britt

23

Stratification Testing, using Diffusion BagsSite in New Hampshire (USEPA Superfund site)

48

50

52

54

56

58

60

0 100 200 300 400 500Concentration (ug/L)

Dep

th (f

t)

PCE

20

22

24

26

28

30

5000 10000 15000 20000 25000 30000Concentration (ug/L)

Dep

th (f

t)PCE

PW-25d PW-22

• 10 ft 2” PVC wells, 3-4 zones, separated w/ baffles, with

low-flow pump samples

Page 24: Chlor #555 Britt

24

Stratification Testing, using Snap Samplers(Private site in NJ) w/ No Baffles

• 4” PVC well

• Overburden silty sand

• Submerged 10 foot screen

• 4 Snap Samplers at 2.5 ft

intervals

• Phenol results in ppm

Results relatively close—

not stratified

Site in northern New JerseyData Courtesy CH2M Hill

Page 25: Chlor #555 Britt

25

• 4 Snap Samplers at 2.5 ft intervals

• Mixing inhibitor devices

• Phenol results in ppm

Results range over 5 orders of magnitude

very stratifiedvery stratified

Site in northern New JerseyData Courtesy CH2M Hill

Stratification Testing, using Snap Samplers(Private site in NJ) w/ Baffles

Page 26: Chlor #555 Britt

26

Mixing inhibitors:

• Simple mechanical device

• Attach to Snap Sampler Trigger or PDB tether

• Allows multilevel testing

• No new wells needed

• Existing well can still be used for traditional monitoring

• Won’t work everywhere!