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10/2/2006 1 Acidic Airport Drainage Over 20 Years Worth of Experience Shawn Hicks Shawn Hicks MEND Workshop, Halifax, Nova Scotia, May 2006 MEND Workshop, Halifax, Nova Scotia, May 2006
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Page 1: Acidic Airport Drainage Over 20 Years Worth of Experiencebc-mlard.ca/files/...HICKS-acidic-airport-drainage.pdf · 10/2/2006 2 Introduction Halifax International Airport built on

10/2/2006 1

Acidic Airport Drainage Over 20 Years

Worth of ExperienceShawn HicksShawn Hicks

MEND Workshop, Halifax, Nova Scotia, May 2006MEND Workshop, Halifax, Nova Scotia, May 2006

Page 2: Acidic Airport Drainage Over 20 Years Worth of Experiencebc-mlard.ca/files/...HICKS-acidic-airport-drainage.pdf · 10/2/2006 2 Introduction Halifax International Airport built on

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Introduction

Halifax International Airport built on Halifax International Airport built on pyritic pyritic slate in the late 1950slate in the late 1950’’ssAcid drainage problem not fully recognized Acid drainage problem not fully recognized until the early 1980until the early 1980’’ssMany techniques usedMany techniques usedAs of 2002 our property meets Provincial As of 2002 our property meets Provincial guidelines following construction of a HDS guidelines following construction of a HDS treatment planttreatment plant

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Discussion

Low pH and high iron and aluminum Low pH and high iron and aluminum concentrations typical of HIA runoffconcentrations typical of HIA runoffBasic treatment plant Basic treatment plant -- $500K$500KMajor dry cover project Major dry cover project -- $3million$3millionNumerous other techniques tried but not Numerous other techniques tried but not always fully implemented always fully implemented

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TechniquesClay and Clay and shotcreteshotcrete coverscoversSmall wetlandsSmall wetlandsElectrochemical treatmentElectrochemical treatmentOpen limestone channelsOpen limestone channelsAgricultural limestone applicationAgricultural limestone applicationCalcite or slag Calcite or slag ““polishing bedspolishing beds””Slate encapsulationSlate encapsulationMarine disposalMarine disposalConcrete pipes?Concrete pipes?

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P0000994.jpg

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pH in McDOWELL BROOK

024681012

5/25/1979 11/14/1984 5/7/1990 10/28/1995 4/19/2001

DATE

pH

Page 8: Acidic Airport Drainage Over 20 Years Worth of Experiencebc-mlard.ca/files/...HICKS-acidic-airport-drainage.pdf · 10/2/2006 2 Introduction Halifax International Airport built on

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ACIDITY in JOHNSON BROOK

0100200300400500600700

2/18/1982 7/7/1986 11/23/1990 4/11/1995 8/28/1999

DATE

AC

IDIT

Y (m

g/L)

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Passive Treatment

Open limestone channels and agricultural Open limestone channels and agricultural lime were effective in lowering acidity in lime were effective in lowering acidity in the short to medium termthe short to medium termUltimately the Board of Directors wanted Ultimately the Board of Directors wanted something more controllablesomething more controllable

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New Treatment Plant

$7 million high density sludge hydrated $7 million high density sludge hydrated lime treatment plantlime treatment plant00--2100m2100m33/hour system adding lime, air, and /hour system adding lime, air, and floculantfloculant..Variable flow and winter weather have been Variable flow and winter weather have been challengingchallenging

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New Treatment Plant

ComplianceComplianceGrowing painsGrowing painsWinter freezeWinter freeze--upupVariable flowVariable flow

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pH in Black Brook

02468

11/14/1984 5/7/1990 10/28/1995 4/19/2001

DATE

pH

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Conclusion

HDS facility achieves compliance but is costly to HDS facility achieves compliance but is costly to build and operatebuild and operatePassive treatment can be effectivePassive treatment can be effectiveAll All ““solutionssolutions”” must be site specific, monitored must be site specific, monitored and often improved upon over timeand often improved upon over timeMarine disposal is a valuable tool Marine disposal is a valuable tool After 40+ years acidity levels After 40+ years acidity levels maymay to be to be decreasing decreasing veryvery slowlyslowlyAcid generating rock must be covered well above Acid generating rock must be covered well above the GW table or completely encapsulatedthe GW table or completely encapsulated


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