Recent Storm Activity and its Effect on Turbidity Levels in Neversink Reservoir Rich Van Dreason...
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Transcript of Recent Storm Activity and its Effect on Turbidity Levels in Neversink Reservoir Rich Van Dreason...
Recent Storm Activity and its Effect on Turbidity Levels in Neversink Reservoir
Rich Van Dreason
Watershed Water Quality Science and Research
New York City Department of Environmental Protection
NYC Watershed/Tifft Science & Technical Symposium
September 19 , 2013 Thayer Hotel, West Point
2
Introduction
August 29, 2011
Neversink River just below dam
September 19, 2012
Neversink Reservoir
Neversink Reservoir not too long ago
September 19, 2012
Neversink River above reservoir
3
Objectives
Discuss factors associated with recent elevated turbidity in the Neversink Reservoir
• Occurrence of recent large storm events
• Increase in sources of turbidity resulting from Irene
Discuss factors that may be contributing to the slow recovery since Irene
o Occurrence of small storm events
o Particle size
Recent monitoring upgrades
4
Land use in the Neversink Basin
5
Hydrology and site locations in Neversink basin
West Branch
East Branch
Aden Brook
Kramer Brook
NR4
NR3
NR2
NR1
10
20
30
40
Neversink Reservoir (cross-section)
6
Turbidity Characteristics
Definition:
•Measure of the light-scattering effects of suspended particulate material.
o Nephelometer; results in NTU
Turbidity=-0.01435 + 0.7135 (TSS)
R-sq=85.7%
• Suspended particles that contribute to turbidity are generally in the 1-10 micron range
o Examples: clay, fine silt and algae
• SWTR Source Water turbidity limit = 5 NTU
• Turbidity is related to suspended sediment concentrations
o Also depends on the particle size distribution and refractive index which may change with turbidity source
7
Turbidity and Stream flow
• Complex relationshipo Available sediment supply
o Location of sediment supply
• High turbidity at onset => available material in channel
• High turbidity later on hydrograph
o Sediment sources faraway
o New sediment sources become available
8
Mean Daily Flow(cfs)F
LO
W_C
FS
010002000300040005000600070008000
Date Collected
87 88 89 90 91 92 93 94 95 96 97 98 99 00 01 02 03 04 05 06 07 08 09 10 11 12 13 14
Main stem Neversink River
Neversink River @ NCG
the
mea
n, t
urb
0.1
1.0
10.0
50.0
100.0
200.0
Date Collected
87 88 89 90 91 92 93 94 95 96 97 98 99 00 01 02 03 04 05 06 07 08 09 10 11 12 13 14
Mean_taps
MeanTurbidity
(NTU)
Long-term turbidity at Neversink Reservoir and Streams
Reservoir Elevation taps (1-4)
1.2.
3.
Turbidity (NTU)
PRE POST
MeanMax
1.830
8.5200
October 1, 2010
Pre conditions Post
Tu
rbid
ity(
NT
U)
0.1
1.0
10.0
50.0
100.0
200.0
Date Collected
87 88 89 90 91 92 93 94 95 96 97 98 99 00 01 02 03 04 05 06 07 08 09 10 11 12 13 14
Main stem Neversink River
Tu
rbid
ity(
NT
U)
0.1
1.0
10.0
50.0
100.0
200.0
Date Collected
87 88 89 90 91 92 93 94 95 96 97 98 99 00 01 02 03 04 05 06 07 08 09 10 11 12 13 14
Aden Brook_Neversink basin
Neversink River (NCG)
Aden Brook (NK4)
Turbidity(NTU)
Tu
rbid
ity(
NT
U)
0.1
1.0
10.0
50.0
100.0
200.0
Date Collected
87 88 89 90 91 92 93 94 95 96 97 98 99 00 01 02 03 04 05 06 07 08 09 10 11 12 13 14
Kramer Brook_Neversink basin
Kramer Brook (NK6)
Year
MeanMax
0.860
1.926
MeanMax
1.122
1.918
MeanMax
3.7150
3.412
9
Mean Daily Flow(cfs)F
LO
W_C
FS
010002000300040005000600070008000
Date Collected
87 88 89 90 91 92 93 94 95 96 97 98 99 00 01 02 03 04 05 06 07 08 09 10 11 12 13 14
Main stem Neversink River
Neversink River @ NCG
the
mea
n, tu
rb
0
50
100
150
200
Date Collected
87 88 89 90 91 92 93 94 95 96 97 98 99 00 01 02 03 04 05 06 07 08 09 10 11 12 13 14
Mean_taps
MeanTurbidity
(NTU)
Reservoir Elevation taps (1-4)
Tu
rbid
ity(
NT
U)
0.0
50.0
100.0
150.0
200.0
Date Collected
87 88 89 90 91 92 93 94 95 96 97 98 99 00 01 02 03 04 05 06 07 08 09 10 11 12 13 14
Main stem Neversink River
Tu
rbid
ity(
NT
U)
0.0
50.0
100.0
150.0
200.0
Date Collected
87 88 89 90 91 92 93 94 95 96 97 98 99 00 01 02 03 04 05 06 07 08 09 10 11 12 13 14
Kramer Brook_Neversink basin
Neversink River (NCG)
Kramer Brook (NK6)
Aden Brook (NK4)
Long-term turbidity at Neversink Reservoir and Streams
1.2.
3.
Turbidity(NTU)
?
Tu
rbid
ity(
NT
U)
0.0
50.0
100.0
150.0
200.0
Date Collected
87 88 89 90 91 92 93 94 95 96 97 98 99 00 01 02 03 04 05 06 07 08 09 10 11 12 13 14
Aden Brook_Neversink basin
Year
Monthly stream samples not adequate for flashy mountain streams
?
?
?
10
Details of recent flow eventsF
LO
W_C
FS
010002000300040005000600070008000
Date Collected
JAN10
FEB10
MAR10
APR10
MAY10
JUN10
JUL10
AUG10
SEP10
OCT10
NOV10
DEC10
JAN11
FEB11
MAR11
APR11
MAY11
JUN11
JUL11
AUG11
SEP11
OCT11
NOV11
DEC11
JAN12
FEB12
MAR12
APR12
MAY12
JUN12
JUL12
AUG12
SEP12
OCT12
NOV12
DEC12
JAN13
FEB13
MAR13
APR13
MAY13
JUN13
JUL13
AUG13
Neversink River
Mean Daily Flow(cfs)
Neversink River @ NCG
• Event 2 Aug 28, 2011 (Irene)• Daily mean flow was 7,220 cfs
(largest on record)• Peak flow was 20,900 cfs (60 yr
event, 2nd largest)• 4.8 inches Aug 27-28, 3.6 inches
on Aug 15• Event 3 Sept 18, 2012 • Daily mean flow was 3410 cfs• Peak flow was 17,800 cfs • ( 45 yr. flood, 4th largest) • 5.3 inches Sept 17-18 • (localized).
• Event 1 Oct 1, 2010 • Daily mean flow was 6030 cfs• Peak flow was 16,400 cfs (about 20
yr flood, 6th largest) • 7.8 inches 5 days prior w/ 5.7 on
Sep. 30
the
mea
n, t
urb
0.1
1.0
10.0
50.0
100.0
200.0
Date Collected
JAN10
FEB10
MAR10
APR10
MAY10
JUN10
JUL10
AUG10
SEP10
OCT10
NOV10
DEC10
JAN11
FEB11
MAR11
APR11
MAY11
JUN11
JUL11
AUG11
SEP11
OCT11
NOV11
DEC11
JAN12
FEB12
MAR12
APR12
MAY12
JUN12
JUL12
AUG12
SEP12
OCT12
NOV12
DEC12
JAN13
FEB13
MAR13
APR13
MAY13
JUN13
JUL13
AUG13
Mean_taps
162.5 NTU
59.5 ntu29.6 NTUMean
Turbidity(NTU)
Reservoir Elevation taps (1-4)
11
Turbidity Recovery Rates
Why the slow recovery after Event 3 ???
the
mea
n, t
urb
0.1
1.0
10.0
50.0
100.0
200.0
Date Collected
JAN10
FEB10
MAR10
APR10
MAY10
JUN10
JUL10
AUG10
SEP10
OCT10
NOV10
DEC10
JAN11
FEB11
MAR11
APR11
MAY11
JUN11
JUL11
AUG11
SEP11
OCT11
NOV11
DEC11
JAN12
FEB12
MAR12
APR12
MAY12
JUN12
JUL12
AUG12
SEP12
OCT12
NOV12
DEC12
JAN13
FEB13
MAR13
APR13
MAY13
JUN13
JUL13
AUG13
Mean_taps
Reservoir Elevation taps (1-4)
the
mea
n, t
urb
0.1
1.0
10.0
Date Collected
JAN10
FEB10
MAR10
APR10
MAY10
JUN10
JUL10
AUG10
SEP10
OCT10
NOV10
DEC10
JAN11
FEB11
MAR11
APR11
MAY11
JUN11
JUL11
AUG11
SEP11
OCT11
NOV11
DEC11
JAN12
FEB12
MAR12
APR12
MAY12
JUN12
JUL12
AUG12
SEP12
OCT12
NOV12
DEC12
JAN13
FEB13
MAR13
APR13
MAY13
JUN13
JUL13
AUG13
Mean_taps
MeanTurbidity
(NTU)
124 days
130 days
162.5 NTU
59.5 ntu
2.7 ntu 3.8 ntu
40% higher(3.2 vs. 1.9 NTU)
MeanTurbidity
(NTU)Low
Range
FL
OW
_CF
S
010002000300040005000600070008000
Date Collected
JAN10
FEB10
MAR10
APR10
MAY10
JUN10
JUL10
AUG10
SEP10
OCT10
NOV10
DEC10
JAN11
FEB11
MAR11
APR11
MAY11
JUN11
JUL11
AUG11
SEP11
OCT11
NOV11
DEC11
JAN12
FEB12
MAR12
APR12
MAY12
JUN12
JUL12
AUG12
SEP12
OCT12
NOV12
DEC12
JAN13
FEB13
MAR13
APR13
MAY13
JUN13
JUL13
AUG13
Neversink River
29.6 NTU
1.6 ntu
28 days
1.2.
3.
1430 cfs
1180 cfs1270 cfs
Event 1 Event 2 Event 3
Mean Daily Flow(cfs)
Higher resolution stream data needed!
Tu
rbid
ity(
NT
U)
0.1
1.0
10.0
50.0
100.0
200.0
Date Collected
JAN10
FEB10
MAR10
APR10
MAY10
JUN10
JUL10
AUG10
SEP10
OCT10
NOV10
DEC10
JAN11
FEB11
MAR11
APR11
MAY11
JUN11
JUL11
AUG11
SEP11
OCT11
NOV11
DEC11
JAN12
FEB12
MAR12
APR12
MAY12
JUN12
JUL12
AUG12
SEP12
OCT12
NOV12
DEC12
JAN13
FEB13
MAR13
APR13
MAY13
JUN13
JUL13
AUG13
Aden Brook_Neversink basin
0.3 0.3
1.30.5 0.3 0.3
1.30.3 0.2
0.4 0.5
5.6
0.20.9 1.5 0.8
0.4 0.5 0.9
5.81.6
0.5 0.4 0.63.0
0.5 0.8 0.5 0.7 0.4 0.4 0.4 0.3 0.3
6.31.4
18.0
0.5
5.6 3.51.0
2.1
0.3
Neversink River (NCG)
Turbidity(NTU)
Historic 95th percentile (1.9 ntu)
12
Additional factors - particle size
Post Irene, Upstate Freshwater Institute (UFI) contracted to evaluate turbidity causing particles in the Delaware Reservoirs
• Size distribution and composition
• Scanning electron microscopy interfaced with Automated image and X-ray analyses
From “Hurricane Irene Turbidity Studies” prepared by Upstate Freshwater Institute December 14, 2012
Neversink Results
80% of turbidity caused by particles < 4 µm
Composition: 69% clay, 18% quartz
Particle size
Settling rate
13
Neversink Basin Surficial Geology
Most deposits contain very little fine sediment
Glacial till most likely source of small particles
• Very abundant
Streams are often in close proximity to the glacial tills
Tills generally tightly packed; impermeable
14
Eroding glacial till hillslopes
Hypothesis
• High flows caused new hillslope failures (or exploited old ones) freeing fine sediment to become entrained
Currently 15 large failures in till (>1000 sq. ft. eroding bank)
• Some old but enlarged, some initiated by Irene
How much fine material? How transportable?
15
What about glacial lake clays?
Exposed glacial lake clays are rare in the main branches of Neversink River
Smaller tributaries still to be assessed
Figure 5. Channel incision into lacustrine deposits post Irene.
W. Branch Neversink upstream of Frost Valley (December 2011)
16
Real time turbidity data is here!
Digital Turbidity, Temperature Sensors and Data logger
• Forest Technology Systems and Campbell Scientific
Real-time data access via phone-line
Benefits
• Early warning
• Evaluate flow-turbidity relationship
• Basin changes
17
Vertical Profiling Systems
YSI vertical profiling system to be installed next year
• Turbidity, temperature, conductivity, dissolved oxygen etc.
• Real-time data access via radio modem to land line connection
Benefits
• Early-warning
• Track turbidity interflows
• Monitor resuspension
• Select appropriate intake
18
Conclusions Recent elevated turbidities in Neversink Reservoir related to large storm
events starting on October 1, 2010
the
mea
n, t
urb
0.1
1.0
10.0
50.0
100.0
200.0
Date Collected
87 88 89 90 91 92 93 94 95 96 97 98 99 00 01 02 03 04 05 06 07 08 09 10 11 12 13 14
Mean_taps
Turbidity(NTU)
Elevation taps (1-4)
Mean Daily Flow(cfs)F
LO
W_C
FS
010002000300040005000600070008000
Date Collected
87 88 89 90 91 92 93 94 95 96 97 98 99 00 01 02 03 04 05 06 07 08 09 10 11 12 13 14
Main stem Neversink River
Neversink River @ NCG
And possibly to greater availability of fine sediment courtesy of Irene
19
Conclusions (continued)
Longer recovery periods post Events 2 and 3 associated with:
• Occurrence of multiple storm events following initial major event
Mean Daily Flow(cfs)
the
mea
n, t
urb
0.1
1.0
10.0
50.0
100.0
200.0
Date Collected
JAN10
FEB10
MAR10
APR10
MAY10
JUN10
JUL10
AUG10
SEP10
OCT10
NOV10
DEC10
JAN11
FEB11
MAR11
APR11
MAY11
JUN11
JUL11
AUG11
SEP11
OCT11
NOV11
DEC11
JAN12
FEB12
MAR12
APR12
MAY12
JUN12
JUL12
AUG12
SEP12
OCT12
NOV12
DEC12
JAN13
FEB13
MAR13
APR13
MAY13
JUN13
JUL13
AUG13
Mean_taps
FL
OW
_CF
S
010002000300040005000600070008000
Date Collected
JAN10
FEB10
MAR10
APR10
MAY10
JUN10
JUL10
AUG10
SEP10
OCT10
NOV10
DEC10
JAN11
FEB11
MAR11
APR11
MAY11
JUN11
JUL11
AUG11
SEP11
OCT11
NOV11
DEC11
JAN12
FEB12
MAR12
APR12
MAY12
JUN12
JUL12
AUG12
SEP12
OCT12
NOV12
DEC12
JAN13
FEB13
MAR13
APR13
MAY13
JUN13
JUL13
AUG13
Neversink River
Reservoir Elevation taps (1-4)
MeanTurbidity
(NTU)
124 days
130 days
162.5 NTU
59.5 ntu
2.7 ntu 3.8 ntu
29.6 NTU
1.6 ntu
28 days
Multiple events Multiple events
20
Conclusions (continued)
• And possibly from an increase of clay-sized particles derived from eroding banks of glacial till
Glacial till bank
Exposed lake clay deposit
21
Questions ?
22
Conclusions
Recent elevated turbidities in Neversink Reservoir related to :
Large storm events starting on October 1, 2010
And possibly to greater availability of fine sediment
Longer recovery periods post Events 2 and 3 associated with:
Occurrence of multiple storm events following initial major event
And possibly from an increase of clay-sized particles derived from eroding banks of glacial till and recent exposures of lacustrine clays
23
Additional factors - particle size
Neversink Particle Size Distribution Post Irene, Upstate Freshwater Institute determined the size distribution of turbidity causing particles in all Delaware Reservoirs
Scanning electron microscopy interfaced with Automated image and X-ray analyses
Particle cross-sectional Area per unit Volume of water (PAV) strongly correlates to turbidity.
Modified from “Hurricane Irene Turbidity Studies” prepared by Upstate Freshwater Institute December 14, 2012
Key Findings
80% of turbidity caused by particles < 4 µm, substantially smaller than other Delaware Reservoirs
4 µm upper limit of clay-sized particles
4
Other Delaware reservoirs
24
Conclusions (continued)
• And possibly from an increase of clay-sized particles derived from eroding banks of glacial till
Neversink Particle Size Distribution
Glacial till bank
Exposed lake clay deposit
4
25
0
5
10
15
20
1930 1940 1950 1960 1970 1980 1990 2000 2010 2020
0
10
20
30
40
1930 1940 1950 1960 1970 1980 1990 2000 2010 2020
Extreme flow event trends in Neversink basin
0
10
20
30
40
1930 1940 1950 1960 1970 1980 1990 2000 2010 2020
Mean Daily Flows>95th percentile (579 cfs)
All months
Cold season(November-May)
Warm season(June-October)
Inspired by Matonse A. H. and A. Frei (In press)
All major Catskill streams show similar trends
o Schoharie Creek, Esopus Creek, E. and W. Branch of Delaware River
26
Additional Factors? More resuspension after Events 2 and 3?
o Unknown; no data
Did particles settle more slowly after Events 2 and 3?
o DOC tends to prevent aggradation of particles
o Settling rates decrease with decreasing water temperature, particle size
Recovery period (days)
DOC (mgL-1) Temp (C)
Event 1 28 2.5 (2.2) 8.2 (7.6)
Event 2 124 2.9 (2.1) 10.2 (8.2)
Event 3 130 2.5 (2.2) 7.8 (6.7)
Slow recovery not related to DOC and temperature
Particle size?
27
1
2
3
4
Turbidity interflow post Irene