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 Lucas 1 , M. Bakker 1 , J. C. Winterwerp 1 , T. van Kessel 2 and F.Cozzoli 3 1 Environmental Fluid Mechanics, Delft University of Technology, 2628CN, Delft, The Netherlands, [email protected] 2 Sediment Transport and Morphology, Deltares, 2629HD, Delft, The Netherlands 3 Netherlands 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 km 2 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 km 2 . 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 km 2 [Coops et al, 2007]. The volume of stored

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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

  • 112

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    Conference Proc

    ries of erosion r several bottomments. The samzed layer deve

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    An oxic layer dHowever, its me. We beliee was caused by

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    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

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    1 mm after two and 2.5 mm aftample was alwear stress, and idid developed thickness was

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    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

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  • 114

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    oordhuis R, Driehoeksmossen Kessel T, de Bsediment modeln Eerden M, vanpopulation in thn Duin E H S (1n the Markerm

    shallow lake. Phverberg, T. (20hesis Delft Uni

    ortimer, C. H. (Between Mud 30.1: 147-201. her, J. B. and

    sediments by tu85: 3997--4006.r, P. L., Y. Monn sediment tra

    effects? Continellows, R., J. wnfaunal bivalv

    sediment: A fOceanography 4ddows J., Brin

    Influence of bioerodability and The Netherland

    REFERHouwing E

    el in het MarkeBoer G, Boderil Markermeer. D

    an Rijn S (2003he Ijsselmeer are1992) Sedimenmeer—a two dh.D. thesis, Wa008). Mud dyniversity of Tech(1942). The Exand Water in

    d Lick, W.J. (ubified oligo-c. nbet, and F. Orvansport modellental shelf resea

    widdows, and Rve on the eroflume and mo43 (6), 1132-13

    nsley M. D., Saota on spatial an

    material flux s). Marine Ecol

    Fig

    RENCES EJ (2003) Armeer. RIZA raie P (2008) CalDeltares report ) Redistributionea. CRGB 5: 33

    nt transport, lighdimensional wgeningen Unive

    namics in the Mhnology, Delft, xchange of DisLakes. The Jo

    (1980). Verticahaetes. J. Geop

    vain (2007). Seling: Can we arch. R. Wood (1998osion of an iodelling study343. alkeld P. N., Lund temporal vaona tidal flat

    logy Progress S

    gure 4.Effect of

    Afname van apport 2003.016ibration suspenQ 4612. n of the Cormo3 - 37. ht and algal gro

    water quality foersity. Markermeer. MThe Netherlandssolved Substanournal of Ecol

    al mixing of lphysical Resea

    ediment erodabaccount for b

    8). Influence ofintertidal cohe. Limnology

    ucas C. H. (20ariation in sedimt (Westernsche

    Series 194: 23-3

    f bioturbation o

    de 6. nded

    orant

    owth or a

    MSc-ds. nces logy

    lake arch,

    bility biota

    f an esive

    and

    000). ment elde, 37

    J. Widbenthfeedicohe(1) (

    AmaroScheCallierosiHydr

    Coops SubmFramshall(200

    Royal HenkennLedd

    LenseliRijks

    NoordhondeNatte

    on the erodibilit

    Jubilee

    ddows, M.D. Bhic annular fluing/biodepositio

    esive sediments1998), pp. 27–3 T P F, Duine

    effer M. the cianassa subterrion at the Frobiologia (200H, Kerkum FC

    merged macropmework Directlow, alkaline 7) 584:395–402Haskoning & Wmaatregelen s

    nisleemten enden et al , Royaink G, Menke Uswaterstaat, Dirhuis R (2010)erweg. Trends ee Hart van Ned

    ty of Markerme

    Conference Pr

    Brinsley, N. Boume for in situon rates and es. Estuarine, C38 eveld C A, Beconsequences oanea and Amp

    Frisian Front 07) 589:273-285CM, van der Bephyte vegetatiotive: assessmenlakes in the

    2. WL Delft Hydraslibproblematie

    inventarisatie l Haskoning an

    U. Atlas geologrectie IJsselmee. Ecosysteem en ontwikkelingerland. Rijkswa

    er sediments.

    roceedings, NC

    owley, C. Baru measurementerosion potenti

    Coastal and She

    ergman M J Nof changes in phiura filiformi

    (south-eastern5.

    erg MS, van Spon and the Eunt of status Netherlands.

    aulics (2006), Vek Markermee

    maatregelen, nd WL Delft Hygy and soil of thergebied. IJsselmeergebi

    gen in water enaterstaat Waterd

    K-Days 2012

    rrett (1998). Aof suspension

    al of intertidalelf Science, 46

    N, Witbaard R,abundance of

    is on sedimentn North Sea).

    lunder I (2007)uropean Waterand trends inHydrobiologia

    Verdiepingsslager – Analyse

    authors Vanydraulics. he Markermeer.

    ied: nog altijdn natuur van hetdienst.

     

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