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Assessing phytoplankton growth along Tisza River Hungary

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Title: Assessing phytoplankton growth along Tisza River Hungary


1
Assessing phytoplankton growth along Tisza River
(Hungary)
Mark Honti, Vera Istvanovics, Zsolt Kozma
Department of Sanitary and Environmental
Engineering Budapest University of Technology and
Economics
2
Study Location River Tisza
Measurement cruise on the Hungarian section
Start / End 703 rkm
Kisköre Dam 403 rkm
Return 167 rkm
3
Aim Detection of Growth Zones
  • Locations where the net growth rate of
    phytoplankton is systematically positive
  • Hypothesized dead or retention zones should
    serve as recruitment sources for phytoplankton
  • Must separate in-flow processes from impacts
    bound to a specific location
  • Available methods
  • Water Parcel Study
  • (Simultaneous high frequency monitoring at
    various locations)
  • We used a downstream-upstream cruise with high
    freq. monitoring

4
High Frequency Phytoplankton Data
  • Recorded with a Delayed Fluorescence spectroscope
    (for methodology see Istvanovics Honti)
  • Measuring interval 5 min 900 m along river

Upstream cruise
BM mg Chl-a m-3
Downstream cruise
Location rkm
5
Assuming Permanent Hydraulics and Concentrations
Upstream
Net growth rate d-1
Position river km
Downstream
Paradox and impossible growth rates unsteady
conditions rule
6
Mass Transport in River
  • 1D hydraulic model (Kozma Koncsos) velocity
    field (v)
  • Transport equation (1D advection-dispersion)
  • Exclusion of the longitudinal dispersion (Dx),
    since that assumes the knowledge of a complete
    initial state.

Hydraulic modeling is always required to specify
travel times (even with multiple measurement
sites or a water parcel study).
7
Space-Time Diagram
Kisköre dam 403 rkm
Time date
Space river km
8
Ship Route
Upstream route
Time date
Downstream route
Space river km
9
Useful Water Parcels
Measured 3x
Time date
Measured 2x crosses dam
Space river km
10
Estimation of Growth Rate
Biomass change in useful water parcels
BM1 _at_ x1 BM2 _at_ x2
Estimation of Gnet for the covered track
Reduction of errors
E from BM measurement E from hydrodynamic model
Resolution of overlapping estimates
Weighted average
11
Reduction of Errors
Dispersion would lower the peaks and rise the
valleys in the concentration curve as water
travels downstream. (Not solved)
12
Estimated Growth Rates
Around Kisköre dam
Maros plume
Below Szamos
Gnet d-1
river km
Kisköre dam represents great hydraulic
uncertainty.
13
Estimated Growth Rates
Excluding tracks crossing the dam
Maros plume
Below Kisköre dam
Below Szamos
Gnet d-1
river km
14
Notes on Growth Rates
  • A significant amount of data does not belong to
    useful water parcels (coverage may be weak
    somewhere).
  • The resolving algorithm seeks for growth bound to
    specific locations (transient in-flow growth may
    be suppressed).
  • The estimations are valid for the covered periods
    only.
  • Dispersion was omitted, which may decrease growth
    rates.
  • There were only 3 detected growth zones.

15
Min/Max Growth Rates
Excluding tracks crossing the dam
Gnet d-1
river km
Temporary in-flow growth almost everywhere
possible.
16
Growth Rates and River Morphology
RS -
Sand banks
River sinuosity
Average Gnet d-1, sand banks rkm-1
Avg. Gnet
17
Conclusions
  • Phytoplankton decayed along the River Tisza in
    July, 2006.
  • Dead or retention zones could not
    significantly increase the concentration of
    phytoplankton.
  • The few growth zones were located at high
    turbulence sections with complex morphology.
  • River cruise coupled with hydraulic modeling is
    useful to estimate the net growth rate of
    phytoplankton.
  • But the calculation method is very sensitive to
    the velocity field, the measurement frequency and
    the cruise schedule.
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