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The dynamics of estuarine turbidity maxima

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Measurements at Longitudinal and Cross-Sectional Transects ... kd = shading by detritus. Growth. Growth. No Growth. Summary. Questions to come out of measurements ... – PowerPoint PPT presentation

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Title: The dynamics of estuarine turbidity maxima


1
The dynamics of estuarine turbidity maxima
  • Stefan Talke Huib de Swart Victor de Jonge
  • Groningen Workshop
  • March 3, 2006

2
Overview
  • Experiments
  • Analysis
  • Modeling
  • Ultimate Goal Understand the effect of biology
    and physical
  • processes on each other and morphology.
  • Preliminary Goal Describe and analyze physical
    and
  • biological processes separately

3
Overview of Experiments
  • Measurements at Longitudinal and Cross-Sectional
    Transects
  • Boats from RWS, WSA Emden, and NP GmBH used
    (Thanks!)
  • Both fixed station and continuous measurements

Germany
Netherlands
4
  • Measurements
  • ADCP (Acoustic Doppler Current Profiler)
  • Velocity measured continuously in water column
    (0.5 Hz)
  • Backscatter used to estimate sediment
    concentration
  • Bottom tracking used to estimate boat velocity
  • ?But, in turbid water, signal disappears!

600 kHz ADCP measures velocity and backscatter
(turbidity) in 0.25 m increments
5
  • Measurements
  • Solution
  • Use external echo-sounders and differential GPS

Boat Velocity from GPS
210 kHz echosounder penetrates to the fluid mud
layer
6
  • Measurements
  • Solution
  • Use external echo-sounders and differential GPS!

Boat Velocity from GPS
15 kHz echosounder penetrates to the bed
Water
Fluid Mud
Consolidated Bed
7
  • Measurements
  • On-board Flow-thru system

Pump water into a bucket continuously Measure
Turbidity, Fluorescence, Salinity, Temperature,
Oxygen Take care to prevent light, bubbles!
Water
Fluid Mud
Consolidated Bed
8
  • Measurements
  • Fixed Point Measurements

CTD Casts with OBS Oxygen sensor ? measure
Salinity, Temperature, Turbidity, Depth,
Oxygen Water Samples (surface and water
column) ? Analyzed for SSC, Organic Carbon,
Nitrates, Silicates, Phosphorous, pH, Algal
counts and types
CTD Casts
Water Samples
Consolidated Bed
9
  • Measurements
  • Long Term Fixed Point Measurements X
  • Monitored by NLWKN and WSA Emden
  • Measure Tidal Stage, Salinity, Turbidity,
    Oxygen, pH, Velocity, Temperature, Sediment
    Concentration

Germany
CTD Casts
Netherlands
10
Cross-Sectional Data at Pogum
11
Echosounder Data
Transect at Pogum
827 am
12
Echosounder Data
Transect at Pogum
835 am
13
Echosounder Data
Transect at Pogum
921 am
14
Echosounder Data
Transect at Pogum
936 am
15
Echosounder Data
Transect at Pogum
1003 am
16
Echosounder Data
Transect at Pogum
1025 am
17
Echosounder Data
Transect at Pogum
1036 am
18
Echosounder Data
Transect at Pogum
1047 am
19
Echosounder Data
Transect at Pogum
1122 am
20
Echosounder Data
Transect at Pogum
1132 am
21
Echosounder Data
Transect at Pogum
1511 pm
22
Echosounder Data
Transect at Pogum
1514 pm
23
Echosounder Data
Transect at Pogum
1556 pm
24
Echosounder Data
Transect at Pogum
1600 pm
Question What does sediment concentration from
ADCP backscatter look like?
25
Research Questions
  • What are the sediment concentrations
  • Analysis of ADCP data
  • What does mixing and turbulence look like over a
    tidal period
  • Research project of Robbert Schippers (Msc)
  • Analyze field data to estimate turbulent mixing
  • Apply GOTM 1-D vertical turbulence model

26
Sediment Calibration from Backscatter
  • Need to estimate attenuation of sound due to
    water and sediment

Water attenuation (range 0.05-0.2)
27
Sediment Calibration from Backscatter
  • Highly dependant on grain size, density,
    frequency

Sediment attenuation coefficient, 600 kHz
Maximum at 2 microns
With 2 ADCPs of differing frequency, can
estimate mean grain size
28
Calculate Absolute backscatter
  • Loss is due to spreading of beam and attenuation
  • R distance along beam to adcp bin (20 degrees
    offset from vertical)
  • E measured backscatter
  • Alpha combined, integrated attenuation
  • C,L,Kc,Er are instrument constants

29
Fit regression line sed-conc to abs. backscatter
  • Since attenuation depends on sediment
    concentration in profile
  • make initial estimate of sed conc to calculate
    backscatter
  • Use backscatter to make linear regression
  • Re-estimate sediment concentration, recalculate
    attenuation, and repeat.
  • What about changes in floc size?
  • What about non-linear range?

Non Linear Range
Linear Range
  • Future Steps
  • 1. Calibrate non-linear range with Feb. 2006
    data
  • Estimate mean grain size using backscatter from 2
  • ADCPs on board one ship (Friesland)

30
Cross Section Sediment Concentration Profiles at
Pogum (March 8,2005)
Pogum
31
Water level (m)
Time (hours)
High turbidity evident Note structures in
sediment profile
mg/L
830 am flood
Non-linear Range gt 5 g/L
32
Water level (m)
Time (hours)
Turbulence collapses, Sediment settles Sharp
gradient between water and fluid mud Fluid mud
pools in channel and shoal
mg/L
1130 am slack
Non-linear Range gt 5 g/L
33
Water level (m)
Time (hours)
Very high turbidity and fluid mud
mg/L
Closer to ETM than earlier measurements
830 am
Non-linear Range gt 5 g/L
1600 Ebb
34
Vertical Observations Interesting Salinity
Profiles
Flood (morning)
Salinity often (but not always) decreases towards
bed. Need to investigate density profiles
35
Vertical Observations Interesting Salinity
Profiles
Ebb (afternoon)
As fluid mud is approached, salinity goes down.
Measurment artifact? Or real physics? Why the
low salinity? Perhaps not mixed with rest of
water column? Are low salinities evidence of
turbidity currents? How does mixing change
between flood and ebb?
36
Vertical Observationsdensity profiles
Including sediment concentration essential for
water column stability Note again sharp
transition to fluid mud
37
Vertical Observationsdensity gradients
Positive means unstable Salinity profile
dominates upper water column Sediment profile
dominates lower water column
38
Vertical ObservationsRichardson number
900 am (end of flood tide)
  • Richardson measures
  • ratio of shear (turbulence)
  • to density gradient
  • (buoyancy)
  • gt0.25 density dominates
  • lt 0.25 shear dominates
  • lt 0 Unstable

? Turbulence highly damped
39
Summary vertical and cross-section measurements
  • High sediment concentrations observed
  • How and at what tidal phase is sediment being
    mixed into upper water column?
  • Periodic formation of fluid mud layer
  • Collapse of turbulence, formation of flocs

40
Longitudinal Data
41
Longitudinal ResultsTurbidity and Salinity
Downstream
Upstream
From NP Aanderaa Probe In flow-through system
Distance downstream from Herbrum (km)
Large horizontal salinity and turbidity gradient
(Turbidity not yet calibrated) Question Are
there density driven currents from both salinity
and turbidity?
42
Longitudinal ResultsOxygen and Fluorescence
Not yet calibratedFluorometer How are Dissolved
oxygen and fluorescence related to the physical
parameters of system?
43
Longitudinal Results--Salinity
Knock
Pogum
Terborg
Fixed NLWKN salinity measurements (note different
scales)
44
Longitudinal Results--Sediment
Knock
Pogum
Terborg
Fixed NLWKN sediment concentration
measurements Note concentrations of up to 10 g/L
in summer, gt 25 g/L measured
45
Longitudinal ResultsDensity Gradients
Knock-Pogum
Pogum-Terborg
Residual circulation proportional to density
gradient Note that sediment density gradient
changes sign
46
Thought Experiment
  • Consider Bath Tub

Fresh Water (Salinity 0)
Circulation cell
Heavy, turbid water flows along bottom Fresh
water circulates to conserve mass
Next, add turbid water to center ?What happens?
47
Thought Experiment
  • Consider another situation

Salt Water (Ocean)
Fresh Water (River)
Now, consider case in which density
differences occur only from salinity ? What
Happens?
Circulation cell from density difference due to
salinity (gravitational circulation)
48
Thought Experiment
  • Now, consider both together


Turbidity induced circulation
Salinity induced circulation
Hypothetical Combined Salt turbidity circulatati
on

Salt Water
Fresh Water
49
Thought Experiment
  • Analysis
  • Possible explanation for observed, asymmetric
    turbidity profiles?
  • To be realistic, need freshwater flow Q, bed
    slope, friction, etc.
  • Spread of turbid water critical for
    understanding
  • depleted oxygen levels and other biological
    processes
  • Next step Modeling

Hypothetical Combined Salt turbidity circulatati
on
Fresh Water
Salt Water
Fresh Water
50
Development of Simple Model
  • We make the following assumptions
  • No TidesConsider only averages
  • Constant horizontal salinity gradient
  • Salinity well-mixed vertically
  • Sediment Concentration is prescribed
  • Balance between settling velocity and turbulent
    mixing

51
Development of Simple Model
  • Following equations solved analytically
  • Basically, classical gravitational circulation
    model with longitudinal sediment gradients as a
    forcing mechanism

Horizontal Momentum
Vertical Momentum
Prescribed Density variation
Sediment Mass Balance
Water Mass Balance
52
Development of Simple Model
  • Preliminary Results
  • Presribed Salinity gradient 1 psu/km
  • Sediment Concentration

53
Preliminary Results
  • Downstream of ETM at maximum gradient

Fresh Water out
  • Flow reversed
  • at bottom for large
  • sediment gradients
  • Not reversed when
  • sediment gradient not
  • large
  • Saline flow shifted
  • upwards

Saline Water into estuary
Flow reversal
54
Preliminary Results
  • Upstream of ETM at maximum gradient

Flow out of estuary
Flow enhanced at bottom because salinity and
sediment gradients in same direction
Could turbidity currents explain upstream shift
of turbidity zone and asymmetrical profile?
Flow into estuary
55
What about other processes?
  • Tidal asymmetry

Could this be the cause of upward migration of
turbidity zone? --Suggested by C. Habermann,
others but never tested --2D Analytic model of
de Swart and Schutelaars will test this
hypothesis (currently being worked on)
56
And, havnt forgotten biology
  • Modeling scalars
  • Model of H.M. Schuttelaars being adapted to model
    algae
  • Important processesinteraction of sediment
    concentration with light availability

Light availability Io depends on time of day,
season, cloud cover, etc. Attenuation
coefficient k kw water attenuation kb
self shading by algae ks shading by sediment
(proportional to SSC) kd shading by detritus
No Growth
Growth
Growth
57
Summary
  • Questions to come out of measurements
  • Why the funny vertical salinity profiles?
  • Can we calibrate non-linear range of ADCP
    backscatter?
  • Are there turbidity currents being driven by high
    sediment concentrations? How does this interact
    with longitudinal salinity gradient?
  • What controls the position and longitudinal
    extent of the ETM plume?

58
SummaryNumerical Modeling
59
SummaryNext steps
  • Continue developing models to investigate these
    questions
  • Turbidity induced circulation
  • Effect of tidal assymmetry on residual
    circulation
  • Vertical mixing processes near ETM
  • Both Salinity and Sediment induced density
    differences and stratification

60
SummaryNext steps
  • Analyze recent cross-sectional measurements over
    tidal period
  • 2 ADCPs on one ship (Friesland)estimate mean
    grain size
  • Calibrate non-linear range
  • Analyze vertical mixing and turbulence
  • Analyze residual currents, fluxes over tidal
    period
  • Analyze near bed turbidity currents
  • Feed results into Models to make more realistic

1200 kHz ADCP
600 kHz ADCP
61
Thanks for listening!
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