erodibility of soft fresh water sediments: the role of bioturbation by...
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DOI: 10.3990/2.179
Jubilee Conference Proceedings, NCK-Days 2012
Erodibility of soft fresh water sediments: the role of bioturbation by meiofauna
M. A. de Lucas1, M. Bakker1, J. C. Winterwerp1, T. van Kessel2 and F.Cozzoli3 1Environmental Fluid Mechanics, Delft University of Technology, 2628CN, Delft, The Netherlands, [email protected] 2Sediment Transport and Morphology, Deltares, 2629HD, Delft, The Netherlands 3Netherlands Institute of Sea Research (NIOZ) 4400 AC Yerseke, The Netherlands
ABSTRACT Markermeer is a large and shallow fresh water lake in The Netherlands. It has a 680 km2 surface and a 3.6 m mean water depth.
Markermeer is characterized by its high turbidity, which affects the lake ecosystem seriously. As part of a study that aims to mitigate this high turbidity, we studied the water bed exchange processes of the lake’s muddy bed. The upper cm’s – dm’s of the lake bed sediments mainly consist of soft anoxic mud. Recent measurements have proved the existence of a thin oxic layer on top of the soft anoxic mud. This oxic layer is believed to be responsible for Markermeer high turbidity levels. Our hypothesis is that the oxic layer develops from the anoxic mud, and due to bioturbation. In particular we will refer to bioturbation caused by meiobenthos. The objective of this study is to determine the influence of the development of the oxic layer on the water-bed exchange processes, as well as the role of bioturbation in this processes. This is done by quantifying the erosion rate as a function of bed shear stresses, and at different stages of the development of the oxic layer. Our experiments show that bioturbation increases the erosion rate of Markermeer sediments, and therefore affects the fine sediment dynamics of the lake.
INTRODUCTION Markermeer is a large artificial fresh water lake located in the
centre of The Netherlands. Together with the northern IJselmeer it is the largest natural fresh water reservoir of Europe. This area is known as the IJselmeer Region. During the last decades, the lake has experienced a decrease in its ecological values. [Noordhuis & Houwing, 2003; van Eerden & van Rijn, 2003]. This is may be caused by a food web that is not functioning optimally. Fine sediments, which are in significant concentrations in the water column, are considered to be an important pressure on the food web of the lake [Van Kessel et al, 2008]. Moreover, water quality problems are often related to sediment composition and transport in Markermeer [Van Duin, 1992]. Therefore, fine sediments in the system seem to be a key factor towards an explanation of the negative trend over the last decades. As a part of a study that aims to mitigate Markermeer high turbidity, we studied the water bed exchange processes of the lake’s muddy bed.
The upper cm’s – dm’s of the lake bed sediments mainly consist
of soft anoxic mud. Recent measurements have proved the existence of a thin oxic layer on top of the soft anoxic mud. Thin oxic layers on the mud surface exert a pronounced influence upon the exchange of substances across the mud water interface [Mortimer, 1942]. In fact, the sediment concentration in Markermeer’s water column is dominated by erosion and sedimentation of this oxic layer [Vijverberg, 2008]. Our hypothesis is that the oxic layer develops from the anoxic mud. The main mechanism responsible for the development of the oxic layer would be bioturbation.
Bioturbation includes the processes of feeding, burrowing and
locomotory activities of sediment dwelling benthos [Fisher &
Lick, 1980]. The activity of this benthic biota severely affects sediment dynamics [Le Hir et al., 2007]. Previous researchers have measured the effect of bioturbation in the erodibility of sediments [Willows et al., 1998; Widdows et al., 1998 and 2000; Amaro et al., 2007]. The erodibility of sediments was characterized through the turbidity of the water in an annular flume. Our approach focuses on quantifying the erosion rate as a function of bed shear stresses. We quantified those erosion rates at several time stages within the development of the oxic layer. Our aim is a better understanding of the physics associated to bioturbation driven erosion.
MARKERMEER PHYSICAL DESCRIPTION Lake Markermeer did not existed before the 20th century. The
IJsselmeer Region used to be the Zuiderzee, a shallow inlet from the North Sea of about 5000 km2. During the Zuiderzee era there was a landward fine sediment flux, caused by tide and estuarine circulation. Thick layers of clay and loam were deposited as a result of this flux. Then in the 20th century, the Zuiderzee works took place, and the morphology of the region changed significantly. Figure 1 illustrates the differences in bottom composition between the two periods, as well as the differences in morphology. Markermeer was created in the upper reaches of the old sea inlet, with finer bottom sediments and smaller depths than the northern IJsselmeer. The dike separating the lakes, known as the Houbtrijdijk, does not allow for the fine sediments to be transported outside of Markermeer anymore.
Markermeer is a shallow lake, with a mean water depth of 3.6
m. About 90% of the lake has a water depth between 2 and 5 m [Vijverberg, 2008]. The total surface of water, including Lake IJmeer, is 691 km2 [Coops et al, 2007]. The volume of stored
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kermeer anoxirical containersners were kept ght conditions we 6.5 °C and ment was perfol individuals ofrmeer, were ad
obtained by sievThe oxic mud
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tern [Vijbervergan occur depenThis water circort over the sr with currents, iments from tn wind speedn in Figure 2. t on the re-suspd-currents in Ms, 2006].
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in a small chwere controlled
no light expormed to everyf Tubifex, a chadded to the samveing oxic mudstarted to deve
he right panel sh95]. Green repr
roceedings, NC
g, 2008]. Differnding on wind culation is respsystem. Wind , induce bed shethe bed of t
d and suspendWind-induced
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ODS ent samples wrmeer water o
hamber, in whito mimic field position. An
ry anoxic mud aracteristic ben
mple. The Tubifd through 250μelop on top of th
shows the curreresents loam a
K-Days 2012
rent large scaledirection [van
ponsible for thealso generates
ear stresses thatthe lake. Theded solids in
d-waves have aments from theoyal Haskoning
were placed inon top. Thesech temperatureconditions. Weinitial erosionsample. Then
nthic species ofifex individualsμm and 500 μmhe anoxic mud,
nt Markermeerand dark green
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Where E is the l) in the out-flough the suctioasurements of tn calculated bface of the mthin each bed sh
We performed beginning of t
quency was app
REFigure 4 showssion rate of a twe of an anoxicesses applied. Tger than the ero holds for mo
erosion rate osion rate of a f
obably caused bc layer experimc layer is largeer. This holds f
The oxic layer tur days, 2 mm asion rate of the (g/m2s) for ev
me evolution. Ample as well. nstant over timfaunated sample
Conference Proc
ries of erosion r several bottomments. The samzed layer deve
was also studiedwith Gamma Delft. The erosust Erosion MicDeltares. The rAn OSLIM turthe microcosmer was measusamples of d
tested. Equationom the turbidity
E c Q
eroded mass (glowing water, Qon outlet, and Δthe turbidity me
by means of dicrocosm bed, hear step.
erosion experithe bioturbationplied for the def
ESULTS ANs the results of wo days-old oxc layer. This hThe erosion raterosion rate of ast of the testedof a six days-ofour days-old oby the high mo
ment. Finally theer than the erofor most of the t
thickness was 1after six days, ae defaunated saery bottom she
An oxic layer dHowever, its me. We beliee was caused by
ceedings, NCK
experiments wm shear stresee
mples were testeelopment proced for its erodibRays treatmen
sion experimencrocosm Systemresulting calibrrbidity meter w
m, with which tured. The turbdifferent concn 1 shows how
y data:
t
g), c is the sedimQ is the dischaΔt (s) is the inteter. The erosio
dividing the eroand by the n
iments at 2, 4, n process. The sfaunated sampl
ND ANALYSour first set of
xic layer, is largholds for moste of a four dayan two days-ol
d bottom shear old oxic layer oxic layer only ortality of Tubife erosion rate oosion rate of a tested bottom s
1 mm after two and 2.5 mm aftample was alwear stress, and idid developed thickness was
eve that the oy the diffusion o
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was executed. es was determied at several staess. A defaunability. This samnt in the Nucnts were performm. This microcoration curve canwas installed athe turbidity ofbidity meter entrations of
w the eroded m
ment concentraarge (l/s) of wterval between on rate (g/m2 s) oded mass by
number of seco
6 and 8 days sisame measureme.
SIS f experiments. ger than the ero of the bed shs-old oxic layeld oxic layer. Tstresses. Howeis larger than for 0.8 Pa. Thifex in the six d
of an eight dayssix days old o
hear stresses.
days, 1.3 mm after eight days. ays between 0 t did not show on the defauna1 mm only,
oxic layer in of oxygen only
The ined ages ated
mple clear med osm n be t the f the was the
mass
(1)
ation water
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onds
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The sion hear
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after The and any ated and the
y.
Overrate of to 0.8 Pin erosincreasshear decreas
The dynamerosiononly bWaves bottomwith a occur oreality TherefoMarkeris causi
The Prooijeguidan
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D
rall we can conf Markermeer sPa. The larger sion rate. The se in erosion ratstresses. Thus se in bed shear
results has imics of Marke
n of the bed, abe possible und
larger than 0.8m shear stress (g
d50 of 80 μm, aonly under storis that Marke
fore, and givermeer (e.g. shaing a major con
ACKauthors thanks
en, Marinus Hoce on this paper
e 3. Calibraticosm System. T90 (instead of daccording to Sh
DISCUSSION
nclude that biotuediments underthe bioturbationdefaunted samte over time un
oxidation canstrength.
mportant implicrmeer. Withou
and therefore a der bed shear 8 m would be ngiven a wave pand a depth of 3rm conditions irmeer is charaen the very llowness, mudd
ntribution for th
KNOWLED to Peter Herm
om and Ruurd Nr and related wo
ion curve of The error bars d50) for the cahields-van Rijn.
D
N
turbation increar bottom shear n time, the larg
mple did not exnder any of the n not be resp
cations for the ut biota effec
a turbid water cstresses larger
needed for prodperiod of 5 s, a3 meters). Thosin Markermeeracterized by a particular chady bottom), the
he characteristic
DGEMENT man, Gerard KrNoordhuis for tork.
the UMCES-were calculate
alculation of the.
De Lucas et al.
113
ases the erosionstresses of 0.4
ger the increasexperienced anystudied bottomonsible of the
fine sedimentcts, significantcolumn, wouldr than 0.8 Pa.ducing a 0.8 Paa sediment bedse wave heights. However, thehigh turbidity.
aracteristics ofe benthic faunac turbid state.
ruse, Bram vanthe support and
-Gust Erosiond by using d10e critical shear
n 4 e y
m e
t t d . a d s e . f a
n d
n 0 r
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oordhuis R, Driehoeksmossen Kessel T, de Bsediment modeln Eerden M, vanpopulation in thn Duin E H S (1n the Markerm
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