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1 1 1 Welcome to the CLU-IN Internet Seminar Vadose-zone Monitoring as a key to Groundwater Protection and Optimization of Remediation Strategies Sponsored by: USEPA Technology Innovation & Field Services Division Delivered: April 07, 2010, 1:00 PM - 3:00 PM, EDT (17:00-19:00 GMT) Instructor: Ofer Dahan, Ben Gurion University of the Negev ([email protected]) Moderator: Jean Balent, U.S. EPA, Technology Innovation and Field Services Division ([email protected]) Visit the Clean Up Information Network online at www.cluin.org

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  • 11

    1

    Welcome to the CLU-IN Internet SeminarVadose-zone Monitoring as a key to Groundwater Protection and Optimization

    of Remediation Strategies Sponsored by: USEPA Technology Innovation & Field Services DivisionDelivered: April 07, 2010, 1:00 PM - 3:00 PM, EDT (17:00-19:00 GMT)

    Instructor:Ofer Dahan, Ben Gurion University of the Negev ([email protected])

    Moderator:Jean Balent, U.S. EPA, Technology Innovation and Field Services Division ([email protected])

    Visit the Clean Up Information Network online at www.cluin.org

  • 22

    2

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    – press *6 to mute #6 to unmute your lines at anytime• Q&A• Turn off any pop-up blockers• Move through slides using # links on left or buttons

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    Although I’m sure that some of you have these rules memorized from previousCLU-IN events, let’s run through them quickly for our new participants.

    Please mute your phone lines during the seminar to minimize disruption and background noise. If you do not have a mute button, press *6 to mute #6 to unmute your lines at anytime. Also, please do NOT put this call on hold as this may bring delightful, but unwanted background music over the lines and interupt the seminar.

    You should note that throughout the seminar, we will ask for your feedback. You do not need to wait for Q&A breaks to ask questions or provide comments. To submit comments/questions and report technical problems, please use the ? Icon at the top of your screen. You can move forward/backward in the slides by using the single arrow buttons (left moves back 1 slide, right moves advances 1 slide). The double arrowed buttons will take you to 1st and last slides respectively. You may also advance to any slide using the numbered links that appear on the left side of your screen. The button with a house icon will take you back to main seminar page which displays our agenda, speaker information, links to the slides and additional resources. Lastly, the button with a computer disc can be used to download and save today’s presentation materials.

    With that, please move to slide 3.

  • 3

    Vadose-zone Monitoring Systemkey to groundwater protection and

    optimization of remediation strategies

    Dr. Ofer DahanBen-Gurion UniversityE-mail: [email protected] Phone: (+972) 52 8795888

    Shuki BonesE-Mail: [email protected]: (+972) 50 5316637

    3

  • 4

    Subsurface pollution

    4

  • 5

    Site characterization

    5

  • 6

    Perchlorate

    Perchlorate (ppm)

    0 500 1000 1500 2000 2500 3000 3500

    ()

    0

    10

    20

    30

    40 T10A1T10A 40

    0

    10

    20

    30

    Meters bgs

    53.1

    28.027.0

    1.0

    13.0

    20.0

    34.0

    17.0

    7.0

    2.0

    50

    40 .05

    29.0

    40

    0

    10

    20

    30

    Meters bgs

    53.1

    28.027.0

    1.0

    13.0

    20.0

    34.0

    17.0

    7.0

    2.0

    50

    40 .05

    29.0

    Profiles- a snap shot in time of dynamic processes

    6

  • 7

    Groundwater

    Pollution source

    Vado

    se Zo

    ne

    Observation well

    Groundwater monitoring through observation wells

    7

  • 8

    Direct monitoring of water flow and contaminant transport through the vadose zone

    8

  • 9

    3-D representation of a vadose zone monitoring system Ashdod – Coastal plain, Israel

    9

  • 10

    *Patents pending

    Vadose zone Monitoring System - VMS

    FTDR

    VSP

    VMS installation

    Sampling unit

    10

  • 11

    Preparation

    Installation

    Monitoring11

  • 12

    VADOSE ZONE MONITORING SYSTEM

    Designed to provide:

    Continuous real-time information on the hydraulic and chemical properties of the percolating water in deep vadose zone

    through in-situ measurements of natural undisturbed conditions

    12

  • 13

    VMS application in projects on water percolation and contaminant transport through the vadose zone

    Natural rain water infiltration through sand dunes

    Waste water infiltration from contaminated stream channels

    13

  • 14

    OrchardOpen field crop

    Green house

    VMS application in projects on water percolation and contaminant transport through the vadose zone

    Agricultural setups

    14

  • 15

    Flood water infiltration

    Water infiltration from reservoirs

    VMS application in projects on water percolation and contaminant transport through the vadose zone

    Wadi Arava, IL

    Buffels River, SA

    Tzukim reservoir, IL

    15

  • 16

    VMS application in projects on water percolation and contaminant transport through the vadose zoneDiary farm influence on groundwater

    16

  • 17

    Controlled remediation of contaminated vadose zone

    VMS application in projects on water percolation and contaminant transport through the vadose zone

    17

  • 18

    Floodwater Percolation and Groundwater Recharge in Arid LandsFloodwater Percolation and Groundwater Recharge in Arid Lands

    Dahan et al., 2007. Journal of HydrologyDahan et al., 2007. Journal of HydrologyDahan et al., 2008. GroundwaterDahan et al., 2008. GroundwaterDahan et al., 2009. Vadose zone JournalDahan et al., 2009. Vadose zone Journal18

  • 19

    Kuiseb River, Namibia Kuiseb River, Namibia

    19

  • 20

    Monitoring of floodwater percolation and groundwater Monitoring of floodwater percolation and groundwater recharge in arid lands recharge in arid lands –– Kuiseb River, NamibiaKuiseb River, Namibia

    Dahan et al., 2008. GroundwaterDahan et al., 2008. GroundwaterMorin et al., 2009. J of HydrologyMorin et al., 2009. J of Hydrology

    20

  • 21

    Flood water percolation during sequential floods-Kuiseb River - Namibia

    21

  • 22

    Tzukim Reservoir- Arava

    Infiltration from reservoirs

    22

  • 23

    First flood

    Reservoir and groundwater hydrographs 23

    . TZ1 ש י טפו ן שנ מדד ו בת חנת ארוע יכעת אעבו ר לתוצא ות משנ י .2004הראש ו ן ב ינוא ר

    75 באדום אפשר לראות שת וך י ו מ י ים מכניסת מ ים למאגר מפלס ה מאגר ירד ב הה י דר ו גרףעל פי . מ"ס

    אשר מתגבר לעבר לאחר יו מ י ים קצב יר ידת מ פלס המאגר תואם את קצב ה התאד ות הפו טנצ יאלית הק יץ חודשי

    כלומר אחרי י ו מ י ים אין כני סת מ ים מלמעלה.על כן קצב יר ידת ה מפלס גדל בהתאם

    מ ב מפלס כתוצאה י ש יר ה של " ס50עלית מפלס מ י הת ה ום בשחור מצב יע ה על עליי ה של מעל מ י ה ש י טפו ן חידור

    . ולאחר מכן י שנה עליי ה מ שמ ע ות ית נ וס פת, אנו מ שער ים שכמ ו ש ה וצג בש י טפו ן בע י ן י הב

    במעלה הנחל והגי ע ו בז ר ימ ה א ופק ית שחילחלוגם כאן ישנ ה עליה כת וצאה מ הגעת מ י ש יטפ ו ן . איט ית י ותר

    אשר 15 ו 5את הנפילה הגדולה אפשר להסביר כת גובת ה מפלס לשאיבו ת מ משאב ות צ ופר . בק רבה מ מ וק מ ות

  • 24

    Water Content Profile in the vadose zone under a reservoir

    First flood

    24

    י שכב ו ת חוליות וחצצי ות ו ב יני ה ן שכב ות ד ק ות של חומר דק גרגר " החתך באז ור ה מאגר מאו פיי ן ע, בדו מ ה לאז ור ע י ן י הב

    . מטר ים י שנ ו מ טר של חומר חרסית י י ו תר2.5כשבע ו מק . לקים אחריםבחלק שמכ יל י ות ר חרסית הש ינ ו י ים בת כולת הרט י ב ו ת גדולים יו ת ר מאשר ח

    . אחוז י ם7הש ינ ו י ים נעי ם מחצי אחוז ו עד . ימ י ם ואילו זמ ן ה ניק ו ז נמ שך מעל חצי שנה9ז מ ן ה הר טב ה הגי ע ל

    בר מחזק את ה טענ ה אולם הניק ו ז החל לאחר ימ ים ספורים הרב ה לפני שה מאגר הת רו ק ן ולכן הד . שנראתה מנ תונ י מפלס המאגר.םלאחר זמ ן קצ ר ה מאגר מפסיק לתפקד כ מאגר חידור ו ה ופך למאגר איב וד מ י

  • 25

    30/10/04

    Water Content

    0.00 0.05 0.10 0.15 0.20 0.25 0.30

    Dep

    th (m

    )

    0

    1

    2

    3

    4

    5

    6

    0 days2 days20 days40 days108 days197 days

    30/10/04

    Water Content

    0.00 0.05 0.10 0.15 0.20 0.25 0.30

    Dep

    th (m

    )

    0

    1

    2

    3

    4

    5

    6

    0 hours2 hours8 hours12 hours16 hours32 hours

    Water content profile in the vadose zone under a reservoir

    Second flood

    25

    . מטר ים5.5 שעות עד לעו מק ש ל 30פרופיל הקרק ע ה ור ט ב עם כניסת ה ש י ט פון למאגר תוך כ . מ טר ים4.4עוד עד ות לז רי מ ה מ ועדפת בע ו מק . אחוז ים7ש וב ה ש ינו י ב רט יב ו י ות נע בי ן חצי אחוז ל

    . התנק ז ו ת החתך החלה לאחר ימ ים בוד דים ונ משכ ה י ותר מחצי ש נה

  • 26

    Silt & clay accumulation on the bottom an infiltration reservoir as a consequence of a single flood event

    Tzukim reservoir - Arava, Israel

    26

  • 27

    Water percolation and solute transport through layered heterogeneous

    sediments

    Dahan et al., 2009. Vadose zone Journal.

    27

  • 28

    Water content variation

    Water percolation and solute transport through layered heterogeneous sediments

    28

  • 29

    Tracers breakthrough curves at various depths during

    infiltration depth

    (a) 0.6 m

    0 5 10 15 20 25 300.0

    0.1

    0.2

    0.3

    0.4

    0.5

    (c) 2.2 m

    0 5 10 15 20 25 300.00

    0.01

    0.02

    0.03

    0.04

    0.05

    (d) 3 m

    0 5 10 15 20 25 300.00

    0.01

    0.02

    0.03

    0.04

    0.05

    (b) 1.4 m

    0 5 10 15 20 25 300.00

    0.02

    0.04

    0.06

    0.08

    0.10

    Time (h)T1 T2 T3 T5T4

    Rel

    ativ

    e co

    ncen

    tratio

    n (C

    /C0)

    Tracers injection period29

  • 30

    30

  • 31

    Water Percolation Through Deep Vadose Zone

    Rimon et al., 2007: Water percolation through the deep vadose zone and groundwater recharge: preliminary results based on a new vadose-zone monitoring system. Water Resources Research.

    VM

    S 4 VM

    S 2

    VM

    S 3

    VM

    S 1

    VM

    S 5

    Obs

    erva

    tion

    wel

    l

    6.5

    m

    21 m

    19.3 m

    18.3 m

    Vadose zone

    Groundwater

    VM

    S 4 VM

    S 2

    VM

    S 3

    VM

    S 1

    VM

    S 5

    Obs

    erva

    tion

    wel

    l

    6.5

    m

    21 m

    19.3 m

    18.3 m

    VM

    S 4 VM

    S 2

    VM

    S 3

    VM

    S 1

    VM

    S 5

    Obs

    erva

    tion

    wel

    l

    6.5

    m

    21 m

    19.3 m

    18.3 m

    VM

    S 4 VM

    S 2

    VM

    S 3

    VM

    S 1

    VM

    S 5

    VM

    S 4 VM

    S 2

    VM

    S 3

    VM

    S 1

    VM

    S 5

    Obs

    erva

    tion

    wel

    l

    6.5

    m

    21 m

    19.3 m

    18.3 m

    Vadose zone

    Groundwater

    3-D representation of the monitoring setup

    Field installation

    31

  • 32

    Water content variation due to rain induced infiltration events across a 21m thick vadose zone

    Water content variation due to rain induced infiltration events across a 21m thick vadose zone

    32

  • 33

    Water content variation due to infiltration events across a 21m thick vadose zone

    Water content variation due to infiltration events across a 21m thick vadose zone

    33

  • 34

    Water content variation due to infiltration events across a 21m thick vadose zone

    Water content variation due to infiltration events across a 21m thick vadose zone

    34

  • 35

    0

    5

    10

    15

    20

    25

    20/11/2005 18/12/2005 15/01/2006 12/02/2006 12/03/2006 09/04/2006

    Dep

    th (m

    )

    Wetting front propagation across the vadose zoneWetting front propagation across the vadose zone

    35

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    Chloride profiles

    36

  • 37

    Chloride profiles

    37

  • 38

    Chloride profiles

    38

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    Bioremediation of polluted vadose zone

    39

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    Bioremediation of polluted vadose zone

    40

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    Bioremediation of polluted vadose zone underlying a gas station

    41

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    Excavation of contaminated top soil

    3-D representation of the remediated site

    42

  • 43

    VMS installation Control panel

    43

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    Water content variations with depth during wetting process

    44

  • 45

    ETHYBENZENE

    VOC concentration in the vadose zone pore water during wetting process

    45

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    Isotopic composition of selected VOCs

    46

  • 47

    Continuous monitoring of flow and transport in the vadose zone

    47

  • 48

    Potential monitoring application

    • Leaches under LANDFILLS

    • Fuel leaks from GAS STATIONS

    • Leaks HAZARDOUS WASTE from tanks, storage lagoons and sensitive factories of potential pollution

    • On line monitoring and control of REMRDIATIONefficiency

    * The monitoring system may be installed under existing active facilities with minimal disturbance

    48

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    Thanks

    49

  • 50

    50

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