1
The Buffalo River Area of Concern: A Case Study Combining Geological and Engineering Approaches to Understanding Sediment Dynamics • STA and PTM both show the lake seiche and verify its importance in moving sediment upriver • Both STA and PTM show sediment moving both upstream and downstream and the complex interactions between river and lake flow (the stronger current flowing in the center of the channel and the weaker current flowing along the bank) • A 3D hydrodynamic model that considers the source and pathway of sediment particles is essential for the Buffalo River where reverse flow is an important process • Benefits can be derived by using both STA and the PTM model to understand sediment dynamics. STA validates the PTM and helps modelers identify processes and areas of special interest. The model can then be used to answer environmental management questions about what might happen under a wide range of flow conditions • Buffalo River serves as a case study for other AOCs Particle Tracking Model: A three dimensional particle tracking model is linked to a hydrodynamic model to supply velocities and diffusivities that, along with settling, control particle movements. Possible boundary interactions include reflection at the surface, pass-through boundaries at the upstream and downstream boundaries, and deposition/erosion along the bed. The model accounts for variable upstream flows and downstream water elevation (at Lake Erie) to determine the flow field, and can incorporate variable loadings from either upstream flows or other point and non-point sources. The present application demonstrates clearly that three-dimensional effects are evident in the sediment transport characteristics of the Buffalo River, with sediment capable of moving in both the upstream and downstream directions, depending on flow and seiche conditions. This result may have a significant impact on evaluating candidate areas for environmental dredging. Abstract: The identification of remediation options and alternatives for the Buffalo River Area of Concern (AOC) requires an understanding of sedimentation processes in the river. We present results from a recent effort funded through the EPA GLNPO program in which we combined Sediment Trend Analysis (STA), side-scan sonar mapping of river-bottom features, and three-dimensional hydrodynamic modeling. STA is based on a statistical examination of changes in grain-size characteristics between sample locations; for this particular study, over 500 sediment samples were collected between the mouth of the Buffalo River and the upper limit of the AOC. The three independent approaches were used in combination to elucidate sediment transport pathways and flow conditions in the river. All three approaches independently confirmed the significant role played by Lake Erie seiches in transporting sediment in an up-river direction, and each provided insights about short-term and longer-term processes controlling sedimentation within the river. Results from the Buffalo River study can be used in making management decisions about sediment remediation options. Our work in the Buffalo River also serves as a case study for other Great Lakes AOCs. Prior Work: Side Scan Sonar Surveys, 1990 - 1996 Sedimentary furrows are longitudinal bed forms (grooves) that parallel the bank and are separated by ridges. Furrow formation has been related to sediment erosion (scouring of furrow) and deposition (inter-furrow ridge). Furrows have been identified in areas characterized by bidirectional flow regimes (e.g., large lakes, tidal channels, continental shelf, and deep sea). Furrows range in depth from 1.5 to 2.25 m and form only in one stretch of the river. The furrow field appears to be very stable and has persisted in the same portion of the river for 15 years (probably longer). Pilot Sediment Trend Analysis (STA), 1990 - 1992 149 Sediment samples were collected within the Buffalo River AOC and grain size statistics were determined using a Malvern Laser Particle Sizer. An STA was performed and two flow regimes were identified (blue and green arrowheads, Figure on right). The reverse flow is driven by Lake Erie waters and related to seiche events. Furrows exhibit ‘tuning fork’ pattern with tuning forks open in the direction of current flow. Furrows in the Buffalo River open both upstream and downstream, indicating that the flow regime is influenced both by the river and lake seiche. Jill Singer Dept. Earth Sciences, Buffalo State College Patrick McLaren GeoSea Consulting Joseph Atkinson Great Lakes Program, SUNY-Buffalo Patricia Manley Geology Dept., Middlebury College Side Scan Sonar: Reconnaissance of the Buffalo River using side- scan sonar for the past 15 years shows that the bottom morphology remains consistent. A Klein Sonar 590 dual frequency (100 and 500 kHz) system (analog paper recording) was used to image the river bottom for all surveys except for July 2005, when a digital Klein 3000 system was used. The presence of furrows and sand ribbons provides conclusive evidence of the redistribution of bottom sediments. What the furrows tell us about flow in the Buffalo River Cumulative sediment movement over 24 hours, Low base flow and high seiche; insert shows detail at downstream boundary. Detail near downstream boundary. Detail from central part of AOC (Katherine St. Peninsula) Sediment Trend Analysis (STA) tells you the net sediment transport pathways in any sedimentary environment, the dynamic behavior of the bottom sediments (net erosion, accretion, dynamic equilibrium, etc.), and the sediment transport environments (i.e., sources and zones of influence). STA is based on the grain-size distributions of bottom sediments collected over the area of interest in a regular grid. Two distinct flow regimes and six transport environments are identified for the Buffalo River. The transport pathways for Transport Environments 1, 2, and 3. The transport pathways for Transport Environments 3, 4, 5 and 6. The transport pathways for Transport Environments 5 and 6. Conclusions: Sediment Trend Analysis: A) Rubber sheeted analog record for September 2, 2004. Furrows are visible. B) Rubber sheeted analog record for post flood of September 25, 2004. The furrows are more visible and have extended downstream. C) Digital record from July 17, 2005. the furrows are observable in their same orientation near Cargill’s but are less defined in the downstream reach. To Lake Erie Upstream end of AOC Cargill’s Acknowledgements: This research was supported by Project Number GL2004-243 through the USEPA-GLNPO.

The Buffalo River Area of Concern: A Case Study Combining ...faculty.buffalostate.edu/singerjk/Understanding_Sediment_Dynamics.pdf · The Buffalo River Area of Concern: A Case Study

  • Upload
    others

  • View
    2

  • Download
    0

Embed Size (px)

Citation preview

Page 1: The Buffalo River Area of Concern: A Case Study Combining ...faculty.buffalostate.edu/singerjk/Understanding_Sediment_Dynamics.pdf · The Buffalo River Area of Concern: A Case Study

The Buffalo River Area of Concern: A Case Study Combining Geological and Engineering Approaches to Understanding Sediment Dynamics

• STAandPTMbothshowthelakeseicheandverifyitsimportanceinmovingsedimentupriver

• BothSTAandPTMshowsedimentmovingbothupstreamanddownstreamandthecomplexinteractionsbetweenriverandlakeflow(thestrongercurrentflowinginthecenterofthechannelandtheweakercurrentflowingalongthebank)

• A3DhydrodynamicmodelthatconsidersthesourceandpathwayofsedimentparticlesisessentialfortheBuffaloRiverwherereverseflowisanimportantprocess

• BenefitscanbederivedbyusingbothSTAandthePTMmodeltounderstandsedimentdynamics.STAvalidatesthePTMandhelpsmodelersidentifyprocessesandareasofspecialinterest.Themodelcanthenbeusedtoanswerenvironmentalmanagementquestionsaboutwhatmighthappenunderawiderangeofflowconditions

• BuffaloRiverservesasacasestudyforotherAOCs

Particle Tracking Model:Athreedimensionalparticletrackingmodelislinkedtoahydrodynamicmodeltosupplyvelocitiesanddiffusivitiesthat,alongwithsettling,controlparticlemovements.Possibleboundaryinteractionsincludereflectionatthesurface,pass-throughboundariesattheupstreamanddownstreamboundaries,anddeposition/erosionalongthebed.Themodelaccountsforvariableupstreamflowsanddownstreamwaterelevation(atLakeErie)todeterminetheflowfield,andcanincorporatevariableloadingsfromeitherupstreamflowsorotherpointandnon-pointsources.Thepresentapplicationdemonstratesclearlythatthree-dimensionaleffectsareevidentinthesedimenttransportcharacteristicsoftheBuffaloRiver,withsedimentcapableofmovinginboththeupstreamanddownstreamdirections,dependingonflowandseicheconditions.Thisresultmayhaveasignificantimpactonevaluatingcandidateareasforenvironmentaldredging.

Figure 12a. Cumulative sediment movement over 24 hours, Case 2; insert shows detail at downstream boundary.

Figure 12b. Detail near downstream boundary, from Figure 12a.

20

Abstract:TheidentificationofremediationoptionsandalternativesfortheBuffaloRiverAreaofConcern(AOC)requiresanunderstandingofsedimentationprocessesintheriver.WepresentresultsfromarecenteffortfundedthroughtheEPAGLNPOprograminwhichwecombinedSedimentTrendAnalysis(STA),side-scansonarmappingofriver-bottomfeatures,andthree-dimensionalhydrodynamicmodeling.STAisbasedonastatisticalexaminationofchangesingrain-sizecharacteristicsbetweensamplelocations;forthisparticularstudy,over500sedimentsampleswerecollectedbetweenthemouthoftheBuffaloRiverandtheupperlimitoftheAOC.Thethreeindependentapproacheswereusedincombinationtoelucidate

sedimenttransportpathwaysandflowconditionsintheriver.AllthreeapproachesindependentlyconfirmedthesignificantroleplayedbyLakeErieseichesintransporting

sedimentinanup-riverdirection,andeachprovidedinsightsaboutshort-termandlonger-termprocessescontrollingsedimentationwithintheriver.ResultsfromtheBuffaloRiverstudycanbe

usedinmakingmanagementdecisionsaboutsediment

remediationoptions.Ourworkin theBuffaloRiveralso servesasacasestudyfor otherGreatLakesAOCs.

Prior Work: Side Scan Sonar Surveys, 1990 - 1996Sedimentaryfurrowsarelongitudinalbedforms(grooves)thatparallelthebankandareseparatedbyridges.Furrowformationhasbeenrelatedtosedimenterosion(scouringoffurrow)anddeposition(inter-furrowridge).Furrowshavebeenidentifiedinareascharacterizedbybidirectionalflowregimes(e.g.,largelakes,tidalchannels,continentalshelf,anddeepsea).Furrowsrangeindepthfrom1.5to2.25mandformonlyinonestretchoftheriver.Thefurrowfieldappearstobeverystableandhaspersistedinthesameportionoftheriverfor15years(probablylonger).

Pilot Sediment Trend Analysis (STA), 1990 - 1992149SedimentsampleswerecollectedwithintheBuffaloRiverAOCandgrainsizestatisticsweredeterminedusingaMalvernLaserParticleSizer.AnSTAwasperformedandtwoflowregimeswereidentified(blueandgreenarrowheads,Figureonright).ThereverseflowisdrivenbyLakeEriewatersandrelatedtoseicheevents.

Furrowsexhibit‘tuningfork’patternwithtuningforksopeninthedirectionofcurrentflow.FurrowsintheBuffaloRiveropenbothupstreamanddownstream,indicatingthattheflowregimeisinfluencedbothbytheriverandlakeseiche.

JillSingerDept.EarthSciences,BuffaloStateCollege

PatrickMcLarenGeoSeaConsulting

JosephAtkinsonGreatLakesProgram,SUNY-Buffalo

PatriciaManleyGeologyDept.,MiddleburyCollege

Side Scan Sonar:ReconnaissanceoftheBuffaloRiverusingside-scansonarforthepast15yearsshowsthatthebottommorphologyremainsconsistent.AKleinSonar590dualfrequency(100and500kHz)system(analogpaperrecording)wasusedtoimagetheriverbottomforallsurveysexceptforJuly2005,whenadigitalKlein3000systemwasused.Thepresenceoffurrowsandsandribbonsprovidesconclusiveevidenceoftheredistributionofbottomsediments.

What the furrows tell us about flow in the Buffalo River

Cumulativesedimentmovementover24hours,Lowbaseflowandhighseiche;insertshowsdetailatdownstreamboundary.

Figure 12c. Detail from central part of AOC (Katherine St. Peninsula), from Figure 12a.

Case 3: High flow and high seiche.In this case both the higher flow (50 cms) and the seiche were considered, with the seiche applied as in Case 2. Initially there is little difference from Case 1, and during the initial half of the seiche period (raised lake level) little sediment movement was observed in the simulations. It appears as if the flows related to upstream and to the seiche provide a sort of mitigating effect on each other, in terms of driving sediment transport. The biggest difference, relative to the first two cases, occurs during the second half of the seiche cycle, as the lake level drops. During this period the flows due to upstream and the seiche are additive, causing significant movement of the sediments. This is evident in the 24 hour cumulative plot shown in Figure 13. Relative to either Cases 1 or 2 (Figures 5 or 12, respectively), this case by far shows the strongest sediment transport. The strong downstream movement is highlighted in the details of Figures 13b and 13c.

21

Figure 12a. Cumulative sediment movement over 24 hours, Case 2; insert shows detail at downstream boundary.

Figure 12b. Detail near downstream boundary, from Figure 12a.

20

Detailneardownstreamboundary.

DetailfromcentralpartofAOC(KatherineSt.Peninsula)

SedimentTrendAnalysis(STA)tellsyouthenetsedimenttransportpathwaysinanysedimentaryenvironment,thedynamicbehaviorofthebottomsediments(neterosion,accretion,dynamicequilibrium,etc.),andthesedimenttransportenvironments(i.e.,sourcesandzonesofinfluence).STAisbasedonthegrain-sizedistributionsofbottomsedimentscollectedovertheareaofinterestinaregulargrid.Twodistinctflowregimesandsixtransport

environmentsareidentifiedfortheBuffaloRiver.

ThetransportpathwaysforTransportEnvironments1,2,and3.

ThetransportpathwaysforTransportEnvironments3,4,5and6.

ThetransportpathwaysforTransportEnvironments5and6.

Conclusions:

Sediment Trend Analysis:

A)RubbersheetedanalogrecordforSeptember2,2004.Furrowsarevisible.B)RubbersheetedanalogrecordforpostfloodofSeptember25,2004.Thefurrowsaremorevisibleandhaveextendeddownstream.C)DigitalrecordfromJuly17,2005.thefurrowsareobservableintheirsameorientationnearCargill’sbutarelessdefinedinthedownstreamreach.

ToLakeErie

UpstreamendofAOC

Cargill’s

Acknowledgements:ThisresearchwassupportedbyProjectNumberGL2004-243throughtheUSEPA-GLNPO.