welcome to the clu-in internet seminar · 2010. 4. 7. · 11 1 welcome to the clu-in internet...
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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
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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
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Subsurface pollution
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Site characterization
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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
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Groundwater
Pollution source
Vado
se Zo
ne
Observation well
Groundwater monitoring through observation wells
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Direct monitoring of water flow and contaminant transport through the vadose zone
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3-D representation of a vadose zone monitoring system Ashdod – Coastal plain, Israel
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*Patents pending
Vadose zone Monitoring System - VMS
FTDR
VSP
VMS installation
Sampling unit
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Preparation
Installation
Monitoring11
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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
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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
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OrchardOpen field crop
Green house
VMS application in projects on water percolation and contaminant transport through the vadose zone
Agricultural setups
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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
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VMS application in projects on water percolation and contaminant transport through the vadose zoneDiary farm influence on groundwater
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Controlled remediation of contaminated vadose zone
VMS application in projects on water percolation and contaminant transport through the vadose zone
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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
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Kuiseb River, Namibia Kuiseb River, Namibia
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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
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Flood water percolation during sequential floods-Kuiseb River - Namibia
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Tzukim Reservoir- Arava
Infiltration from reservoirs
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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
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Water Content Profile in the vadose zone under a reservoir
First flood
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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
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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
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. 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
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Silt & clay accumulation on the bottom an infiltration reservoir as a consequence of a single flood event
Tzukim reservoir - Arava, Israel
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Water percolation and solute transport through layered heterogeneous
sediments
Dahan et al., 2009. Vadose zone Journal.
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Water content variation
Water percolation and solute transport through layered heterogeneous sediments
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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
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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
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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
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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
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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
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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
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Chloride profiles
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Chloride profiles
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Chloride profiles
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Bioremediation of polluted vadose zone
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Bioremediation of polluted vadose zone
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Bioremediation of polluted vadose zone underlying a gas station
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Excavation of contaminated top soil
3-D representation of the remediated site
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VMS installation Control panel
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Water content variations with depth during wetting process
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ETHYBENZENE
VOC concentration in the vadose zone pore water during wetting process
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Isotopic composition of selected VOCs
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Continuous monitoring of flow and transport in the vadose zone
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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
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Thanks
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