Les rivières présentent généralement un lit ondulé dû à la présence de bancs, qui correspondent à des larges dépôts sédimentaires alternant avec des zones profondes (mouilles). Des travaux d'ingénierie importants et répétés modifiant la géométrie du cours d'eau, le régime hydraulique et l'apport sédimentaire peuvent à terme modifier la dynamique des bancs à l'échelle de la rivière. Une meilleure compréhension des processus liés aux bancs est importante pour les gestionnaires des rivières, car les bancs contrôlent activement la morphologie du lit et érodent les berges, impactant la navigation, les prises d'eaux, les ouvrages et la qualité des habitats. Même si les mécanismes régissant la formation et le développement des bancs sont bien compris, la compréhension de la morphodynamique des bancs en milieu fluvial reste limitée, en raison de la non-linéarité induite par la combinaison de facteurs naturels en atrophiques. La non-uniformité des sédiments est une caractéristique inhérente des rivières, mais son impact sur la propriété des bancs, même dans des cas simplifiés, reste obscure. Ce travail de thèse vise à étudier l'impact de l'hétérogénéité granulométrique sur des bancs dans des chenaux endigués, via l'utilisation d'un modèle morphodynamique bi-dimensionnel implémenté dans le système Telemac-Mascaret. Les développements numériques nécessaires sont apportés afin d'être en accord avec l'état de l'art sur la modélisation de bancs avec un sédiment-non-uniforme. Par la suite, ce modèle est utilisé pour l'étude de la morphodynamique des bancs dans un chenal rectiligne sur la base d'expériences réalisées en laboratoire. Finalement, l'analyse est transférée sur un tronçon de 1 km de la Loire, caractérisé par sa géométrie relativement complexe. Les résultats permettent de valider l'approche de modélisation et démontrent la portabilité pour d'autres études, apportent plus d'éléments sur la relation entre sédiment non-uniforme et les bancs, et pourront être utilisés pour préconiser les gestionnaires des rivières / Rivers often present a wavy bed topography due to the presence of bars, corresponding to large sediment deposits alternating with deeper areas (pools). Intense and continual river engineering works altering the river geometry, flow regime and sediment supply can impact bar morphodynamics at the reach scale. A deep knowledge of bar processes is important for river managers, because bars actively control the river bed topography and influence bank erosion, with consequences for navigation, water intakes, infrastructure and the quality of their habitats. Although the origin of bar formation and propagation is well understood, the understanding of bar morphodynamics in rivers remains limited due to the non-linearity of combined natural and anthropogenic effects. Sediment non-uniformity is an inherent characteristic of rivers, but its impact on bar properties, even considering simple configurations, is still unclear. This Ph.D. thesis aims at investigating the impact of sediment size heterogeneity on bars in rivers with non-erodible banks, using a two-dimensional morphodynamic model implemented in the Telemac-Mascaret system. The necessary model developments are brought to comply with the state of the art on the modelling of heterogeneous sediment with bars. Then, the model is used to study bar morphodynamics in a straight channel on the basis of laboratory experiments. Eventually, the analysis is transferred in a 1 km reach of the Loire river characterized by a relatively complex geometry. General outcomes validate the modelling approach and demonstrate the application portability for other study cases, shed more light on the relationship between non-uniform sediment and bars, and can be later used as recommendations for river managers.

Reliable estimates of river discharge and sediment transport to the ocean from large tidal rivers are vital for water resources management, efficient river and harbor management, navigational purposes, and climate analyses. Due to the difficulties inherent in measuring tidal-river discharge, hydrological and sedimentological records are typically too short to adequately characterize long-term (decadal) trends. Also, uncertainties associated with observation and calibration of hydrological models suggest a need for more accurate methods based on longer records of hydrodynamic parameters (e.g. tides). Tidal theory indicates that tides and river discharge interact through quadratic bed friction, which diminishes and distorts the tidal wave as discharge increases. In this study, using tidal constituents, astronomical forcing and a model of the frictional interaction of flow and tides, I propose a novel Tidal Discharge Estimate (TDE) to predict freshwater discharge with an approximate averaging interval of 18 days for time periods with tidal data but no river flow records. Next, using continuous wavelet analysis of tidal properties, I develop a method of estimating river discharge using tides measured on multiple gages along tidal rivers to improve the time-resolution and accuracy of TDE. The applicability of the Multiple-gauge Discharge Estimate (MTDE) is first demonstrated in the two largest tidal-fluvial systems of the Pacific Northwest, the Columbia River Estuary (CRE) and Fraser River Estuary (FRE). A numerical model of an idealized estuary with similar forcing as the FRE and CRE is next run under different hydrologic and morphologic scenarios to evaluate the effect of convergence, friction, and river flow variations on the applicability of MTDE. The TDE method was applied to the San Francisco Bay, using the continuous hourly tide record available since 1858. Results show that TDE reproduces known San Francisco (SF) Bay delta inflows from 1930-present with a Nash-Sutcliffe coefficient of 0.81 and is a useful method for hindcasting historical flows from 1858 - 1929, a period that predates direct measurement of delta discharge. I also recover and digitize ~80 years of Sacramento River daily water level data between 1849 and 1946, from which river discharge to SF Bay is estimated on a daily basis, after adjusting for changes to the river channel. This discharge combined with Net Delta Outflow Index estimates (1930 - 2011) and flow estimates from tidal data (1858 - 2011) provides a more accurate version of SF Bay historic daily inflows from 1849 - 2011. Next, the history of sediment transport and discharge into SF Bay from 1849-present is reevaluated using the daily discharge estimates. A non-stationary rating curve between river flow and sediment transport is developed, with net sedimentation observed during five bathymetric surveys that were used to constrain the total integrated sediment discharge. Results show that ~1600±320 million-tons of sediment have been delivered to SF Bay between 1850 and 2011. There has been an approximately 25 - 30% reduction of annual flow since the 19th century, along with decreased sediment supply. This has resulted in a ~60% reduction in annual sediment delivery to SF Bay. The annual hydrograph of inflow to SF Bay and the seasonality of sediment flux have changed considerably over time, due to both human alteration and climate change. Significant historic spring-melt peak floods have disappeared in the modern system and now peak flows mostly occur in winter. My flow estimation methods also confirm that the flood of January 1862 had the largest daily sediment load and the second largest daily discharge since 1849.

<p>Stora volymer förorenade sediment kommer att behöva tas om hand under de kommande åren då bottensediment i svenska farleder, hamn- och kustområden under lång tid har konta–minerats av både tungmetaller och organiska föroreningar. I examensarbetet studeras fyra möjligheter för hantering av förorenade muddermassor. De tre traditionella metoderna är <em>tippning till havs</em>, <em>utfyllnad i vik</em> eller <em>deponering på land</em>. <em>Stabilisering/solidifiering</em> (s/s) är ytterligare ett alternativ som innebär att muddermassorna kan nyttiggöras i geokonstruktioner genom att massornas hållfasthet ökas. Metoden går ut på att muddermassorna blandas med bindemedel och de eventuella föroreningarna binds då in i matrisen genom kemisk reaktion och fysikalisk inneslutning.  Syftet med examensarbetet är att, utifrån ett platsspecifikt perspektiv, undersöka hur föroreningsrisker kan jämföras mellan de fyra olika huvud–alternativen för hantering av muddermassor. Jämförelsen är tänkt att utgöra <em>en del</em> av ett beslutsunderlag som ska ligga till grund för valet av hanteringsalternativ.</p><p>Arbetet har fokuserat på miljöriskanalys och främst på hur risker kan <em>kategoriseras, värderas</em> och <em>jämföras</em>. Metoden inkluderar en litteraturstudie, en undersökning av tillstånds–ansökningar för hamnutbyggnad, en fallstudie där användning av LCA-metodik, ”ekotoxicitetspotential” och Naturvårdsverkets riktvärdesmodell testats för att jämföra föroreningsrisker mellan olika hanteringsalternativ i Oxelösunds hamn. Avslutningsvis genomfördes en serie intervjuer kring temat karaktärisering och jämförelser av risk i en s.k. Stakeholder Opinion Assessment (SOA).</p><p>I studien av tillståndsansökningarna för hamnutbyggnad konstaterades att jämförelser av platsspecifika föroreningsrisker mellan olika hanteringsalternativ för förorenade mudder–massor <em>inte görs.</em> Istället är det andra aspekter, t.ex. ekonomi, som avgör vilket alternativ som väljs. Varken ekotoxicitetspotential eller Naturvårdsverkets riktvärdesmodell visade sig vara lämpliga metoder för att beskriva och jämföra risker i det aktuella fallet. Av intervjuerna i SOA:n framgår att det råder delade meningar om hur risker ska beskrivas och på vilket sätt de kan jämföras och det finns ett stort behov av att utveckla nya sätt att beskriva och jämföra föroreningsrisker mellan olika alternativ och olika platser.</p><p>Arbetet har visat att det finns ett behov av att utveckla miljöriskanalysens avslutande steg, riskkaraktärisering och riskvärdering, eftersom det idag inte finns några konkreta metoder för att jämföra föroreningsrisker mellan olika hanteringsalternativ för förorenade muddermassor. För att förbättra beslutsunderlag föreslås därför en tydligare problemformulering och att övergripande platsspecifika scenarion för de olika alternativen tas fram. Viktigt aspekter att tydliggöra är skyddsobjekt, tidsskala, spridning och exponering. Jämförelsen av platsspecifika föroreningsrisker får inte heller bli allt för detaljerad, eftersom den bara är en del av ett större beslutsunderlag.</p> / <p>Large amounts of contaminated sediment has to be taken care of within the next few years since the sediment in Swedish sea lanes, ports and coastal areas have been contaminated by both heavy metals and organic pollutants over a long time period. Four options for handling contaminated dredged material were studied within this master thesis project. The three traditional methods are dumping the dredged material at sea, filling a bay with dredged material or putting the dredged material on a land disposal. Stabilization/solidification (s/s) is another option, where the contaminated dredged sediments are mixed with a binder that gives them greater strength, while immobilizing contaminants through chemical reactions or physical confinement in the structure. The aim of this thesis is to examine how risks of contamination can be compared between the four main options for management of dredged materials, in a site-specific perspective.</p><p>The main tool in the project has been environmental risk assessment with special focus on how risks can be categorized, measured and compared. The study includes a literature review, an examination of permit applications for port development, a case study where the LCA methodology, "potential eco-toxicity" and the Swedish Environmental Protection Agency's guideline value model was tested in order to compare the risks of contamination from the various management options in the port of Oxelösund. Finally a Stakeholder Opinion Assessment (SOA), by the theme risk characterization and risk comparison, was made.</p><p>The study of permit applications for port expansion has shown that the site-specific risks of contamination are not considered when choosing between management options of dredged materials. Instead other aspects, such as economy, determine the option chosen. Neither potential of eco-toxicity or the Swedish Environmental Protection Agency's guideline value model proved to be appropriate methods in order to describe and compare the risks associates with this case. The interviews in the SOA show that people disagree on how risks should be described and compared. There is a demand for new methods of describing and comparing risks associated with different management options for dredged materials at different sites.</p><p>This work has shown that well-known methods on how to compare risks of contamination between the different management options for contaminated dredged materials do not exist. There is also a need of developing the latter steps in the environmental risk assessment. To develop a better decision basis, a more explicit definition of the problem is proposed. It is particularly important to make site-specific descriptions of the various systems to be compared. The comparison of the site-specific risks of contamination should not be too detailed, since it is part of a larger decision support.</p> / Stabcon

<p>Stormwater run-off from surfaces such as roads or rooftops is often polluted with heavy metals and nutrients. Many of these substances can cause great damage in biota if they end up in the recipient. In Sweden constructed wetlands and ponds for treatment of stormwater are frequently used, since research has shown that these treatment ponds are reducing stormwater pollution considerably to a low cost. The knowledge of these pollutant removal mechanisms and how follow-up and assessment of the ponds should be performed is still limited.</p><p>To determine the pollutant removal efficiency of the stormwater ponds it is recommended that flow-weighted water samples are collected from both the inflow and the outflow of the pond. This method demands considerable resources of time and money for installations and analysis. Alternative methods for assessing pollutant removal are requested, methods with lower costs but relevant results. This thesis is investigating whether sediment sampling could be such an alternative.</p><p>Sediment core samples were taken in four stormwater ponds where flow-weighted water sampling has been performed as well. This makes it possible to compare the two methods. A method of sampling recently sedimented material was also tried out by constructing and placing sediment traps on the pond floor. Analysis of concentration of six heavy metals (Cd, Cr, Cu, Ni, Pb and Zn) and phosphorus were carried out.</p><p>The results show i.e. that the concentrations of heavy metals and phosphorus in the pond sediments decrease as the distance from the pond inlet increase. Comparing the two methods shows that the results from the sediment sampling are in the same order of magnitude as the results from the water sampling. Consequently, the conclusion states that a well executed sediment sampling may be an alternative to flow-weighted water sampling.</p> / NOS dagvatten

När en kommersiell hamn byggs ut fordras omfattande muddringsarbete för att säkerställa ett brukligt djup för sjöfart. Då stora delar av muddermassorna ofta är förorenade av tungmetaller och miljögifter krävs särskilt omhändertagande av dessa. Traditionella omhändertagningsalternativ består av att deponera massorna på särskild avsedd plats på land eller tippa till havs, något som inte tillåts för förorenade sediment. En relativt ny metod är stabilisering/solidifiering (S/S) som innebär att muddermassorna behandlas med ett bindemedel för att sedan kunna användas som fyllnadsmaterial i exempelvis kajkonstruktioner. Dessa alternativ behöver noga vägas mot varandra med hänsyn till ekonomiska och miljömässiga aspekter. Föreliggande studie undersöker  ventuella brister i de ekonomiska värderingar som genomförts inför  utbyggandet av Oxelösunds hamn. Vidare genomförs en begränsad cost-benefit analys (CBA) för att värdera alternativen utifrån emissionsnivåer till luft och vatten. Resultatet visar att S/S innan nyttiggörande är det samhällsekonomiskt mest attraktiva alternativet. / When a commercial port is expanding its activities there is need for dredging to secure a safe depth for water borne traffic. The sediments are to a large extent contaminated by metals and toxins which calls for certain treatment. Traditionally sediments have either been disposed of at a specific location on land or dumped at sea; the latter is however not permitted by law. A relatively new method is stabilization/solidification (S/S) which means that the sediments are treated using a solidifying agent after which it is possible to use the dredged materials as filling in construction of jetties. These alternatives need to be carefully compared with respect to economical and environmental aspects. This thesis investigates the potential shortcomings of conducted economical evaluations prior to the expansion of Oxelösund port. Further, a limited cost-benefit analysis is conducted to evaluate the alternatives with respect to emissions of contaminants to air and water. The results show that S/S before utilization of the dredged materials is the most attractive alternative from an economical point of view. / STABCON

I Jönköping har problemet med översvämningar, erosion och materialtransport varit ett stort problem i Strömsbergsbäcken i Jönköpings kommun. Detta har tillviss del orsakats av ett ökat dagvattenutsläpp i bäcken, vilket skapar kraftigaflödestoppar då den ursprungliga fåran inte är ”dimensionerad” för den ökadevattenmängden. Syftet med arbetet är att effektivisera ekologisk dagvattenhantering i stadsmiljö med högt dagvattenutsläpp. Målet med arbetet är i sin tur att framställa underlag för hur ekologisk dagvattenhantering i stadsmiljö kan genomföras och att rapporten skall kunna ge värdefull kunskap till liknande sammanhang. För attuppfylla målet har följande tre frågeställningar utformats som utgör en väsentligdel av arbetet: Hur kan belastningen på det allmänna dagvattennätet minskas? Hur kan föroreningsföljderna av dagvattenavrinning i stadsmiljö minskas? Vilka åtgärder är lämpliga för att effektivisera ekologisk dagvattenhantering i  Strömsbergsbäcken? Metoderna som använts för att besvara frågeställningarna är litteraturstudie, dokumentanalys och fallstudie. Resultaten visar på att vattenflödena från fyra av nio upptagningsområden som har sitt utlopp i Strömsbergsbäcken bör genomgå någon form av åtgärd som bromsar eller minskar dagvattenflödena innan det återgår till den naturliga vattencykeln. Dagvattenflödet kan minskas genom att anlägga åtgärder i området innan vattnet når vattendraget. Flödena kan också minskas genom åtgärder i anslutning tillbäcken, vid de utloppen där de största flödena förekommer. En väsentlig lösning för Strömsbergsbäcken är t.ex. att bygga om den befintliga branddammen, som ligger intill ett av utloppen, till en fördröjningsdamm för att bromsa en del av flödena i bäcken. / In the city of Jönköping problems with the irregular flow, erosions and transport of sediment materials are recurring in the brook Strömsbergsbäcken. The problems is somewhat caused by an increased flow of storm water in the brook, which leads to high flow peaks in some parts of the brook since the original furrow is not dimensioned for the increased amount of water. The purpose of this project work is to make ecological drainage management in urban environments with a high amount of storm water discharge more efficient. The objective with the report is to create valuable material of how to accomplish ecological drainage management in urban areas and that the report will be useful for future similar connections. To fulfill the objective, the following three questions have been designed as a significant part of the final project report: How can the load on the general drainage system be reduced? How can the pollution effects of storm water runoff in urban areas be reduced? Which treatments are appropriate to enhance the ecological storm water management in Strömsbergsbäcken ? The methods that have been used to solve these questions are document- and literature studies, and also a case study.The thesis results shows that the storm water flows from four of the nine areas that has its outlets in Strömsbergsbäcken, need to be treated through some kind of a solution or method that delays the water flow. The treatment could be performed in the area, before the storm water reaches the storm water network, which leads to Strömsbergsbäcken. The storm water flows can also be reduced by treatments adjacent to the outlets in the brook, where the largest flow peaks occurs. For example an essential solution to decrease the flows in Strömsbergsbäcken is to reconstruct the old dam located near one of the outlets into a basin, which will delay the stormwater flows.

Stora volymer förorenade sediment kommer att behöva tas om hand under de kommande åren då bottensediment i svenska farleder, hamn- och kustområden under lång tid har konta–minerats av både tungmetaller och organiska föroreningar. I examensarbetet studeras fyra möjligheter för hantering av förorenade muddermassor. De tre traditionella metoderna är tippning till havs, utfyllnad i vik eller deponering på land. Stabilisering/solidifiering (s/s) är ytterligare ett alternativ som innebär att muddermassorna kan nyttiggöras i geokonstruktioner genom att massornas hållfasthet ökas. Metoden går ut på att muddermassorna blandas med bindemedel och de eventuella föroreningarna binds då in i matrisen genom kemisk reaktion och fysikalisk inneslutning.  Syftet med examensarbetet är att, utifrån ett platsspecifikt perspektiv, undersöka hur föroreningsrisker kan jämföras mellan de fyra olika huvud–alternativen för hantering av muddermassor. Jämförelsen är tänkt att utgöra en del av ett beslutsunderlag som ska ligga till grund för valet av hanteringsalternativ. Arbetet har fokuserat på miljöriskanalys och främst på hur risker kan kategoriseras, värderas och jämföras. Metoden inkluderar en litteraturstudie, en undersökning av tillstånds–ansökningar för hamnutbyggnad, en fallstudie där användning av LCA-metodik, ”ekotoxicitetspotential” och Naturvårdsverkets riktvärdesmodell testats för att jämföra föroreningsrisker mellan olika hanteringsalternativ i Oxelösunds hamn. Avslutningsvis genomfördes en serie intervjuer kring temat karaktärisering och jämförelser av risk i en s.k. Stakeholder Opinion Assessment (SOA). I studien av tillståndsansökningarna för hamnutbyggnad konstaterades att jämförelser av platsspecifika föroreningsrisker mellan olika hanteringsalternativ för förorenade mudder–massor inte görs. Istället är det andra aspekter, t.ex. ekonomi, som avgör vilket alternativ som väljs. Varken ekotoxicitetspotential eller Naturvårdsverkets riktvärdesmodell visade sig vara lämpliga metoder för att beskriva och jämföra risker i det aktuella fallet. Av intervjuerna i SOA:n framgår att det råder delade meningar om hur risker ska beskrivas och på vilket sätt de kan jämföras och det finns ett stort behov av att utveckla nya sätt att beskriva och jämföra föroreningsrisker mellan olika alternativ och olika platser. Arbetet har visat att det finns ett behov av att utveckla miljöriskanalysens avslutande steg, riskkaraktärisering och riskvärdering, eftersom det idag inte finns några konkreta metoder för att jämföra föroreningsrisker mellan olika hanteringsalternativ för förorenade muddermassor. För att förbättra beslutsunderlag föreslås därför en tydligare problemformulering och att övergripande platsspecifika scenarion för de olika alternativen tas fram. Viktigt aspekter att tydliggöra är skyddsobjekt, tidsskala, spridning och exponering. Jämförelsen av platsspecifika föroreningsrisker får inte heller bli allt för detaljerad, eftersom den bara är en del av ett större beslutsunderlag. / Large amounts of contaminated sediment has to be taken care of within the next few years since the sediment in Swedish sea lanes, ports and coastal areas have been contaminated by both heavy metals and organic pollutants over a long time period. Four options for handling contaminated dredged material were studied within this master thesis project. The three traditional methods are dumping the dredged material at sea, filling a bay with dredged material or putting the dredged material on a land disposal. Stabilization/solidification (s/s) is another option, where the contaminated dredged sediments are mixed with a binder that gives them greater strength, while immobilizing contaminants through chemical reactions or physical confinement in the structure. The aim of this thesis is to examine how risks of contamination can be compared between the four main options for management of dredged materials, in a site-specific perspective. The main tool in the project has been environmental risk assessment with special focus on how risks can be categorized, measured and compared. The study includes a literature review, an examination of permit applications for port development, a case study where the LCA methodology, "potential eco-toxicity" and the Swedish Environmental Protection Agency's guideline value model was tested in order to compare the risks of contamination from the various management options in the port of Oxelösund. Finally a Stakeholder Opinion Assessment (SOA), by the theme risk characterization and risk comparison, was made. The study of permit applications for port expansion has shown that the site-specific risks of contamination are not considered when choosing between management options of dredged materials. Instead other aspects, such as economy, determine the option chosen. Neither potential of eco-toxicity or the Swedish Environmental Protection Agency's guideline value model proved to be appropriate methods in order to describe and compare the risks associates with this case. The interviews in the SOA show that people disagree on how risks should be described and compared. There is a demand for new methods of describing and comparing risks associated with different management options for dredged materials at different sites. This work has shown that well-known methods on how to compare risks of contamination between the different management options for contaminated dredged materials do not exist. There is also a need of developing the latter steps in the environmental risk assessment. To develop a better decision basis, a more explicit definition of the problem is proposed. It is particularly important to make site-specific descriptions of the various systems to be compared. The comparison of the site-specific risks of contamination should not be too detailed, since it is part of a larger decision support. / Stabcon

Stormwater run-off from surfaces such as roads or rooftops is often polluted with heavy metals and nutrients. Many of these substances can cause great damage in biota if they end up in the recipient. In Sweden constructed wetlands and ponds for treatment of stormwater are frequently used, since research has shown that these treatment ponds are reducing stormwater pollution considerably to a low cost. The knowledge of these pollutant removal mechanisms and how follow-up and assessment of the ponds should be performed is still limited. To determine the pollutant removal efficiency of the stormwater ponds it is recommended that flow-weighted water samples are collected from both the inflow and the outflow of the pond. This method demands considerable resources of time and money for installations and analysis. Alternative methods for assessing pollutant removal are requested, methods with lower costs but relevant results. This thesis is investigating whether sediment sampling could be such an alternative. Sediment core samples were taken in four stormwater ponds where flow-weighted water sampling has been performed as well. This makes it possible to compare the two methods. A method of sampling recently sedimented material was also tried out by constructing and placing sediment traps on the pond floor. Analysis of concentration of six heavy metals (Cd, Cr, Cu, Ni, Pb and Zn) and phosphorus were carried out. The results show i.e. that the concentrations of heavy metals and phosphorus in the pond sediments decrease as the distance from the pond inlet increase. Comparing the two methods shows that the results from the sediment sampling are in the same order of magnitude as the results from the water sampling. Consequently, the conclusion states that a well executed sediment sampling may be an alternative to flow-weighted water sampling. / NOS dagvatten

This dissertation addresses hydrodynamics, sediment transport and shoreline erosion within the main pool of Hartwell Lake, a U.S. Army Corps of Engineers reservoir built on the Savannah River, between Anderson, South Carolina, and Hartwell, Georgia, USA. A U.S. Environmental Protection Agency (EPA) Superfund site is located on a tributary of Hartwell Lake because of high concentrations of polychlorinated biphenyls (PCBs) in the lake sediments. PCBs are hydrophobic and typically bond to fine-grained sediments, such as silts and clays. The primary goal of the study was to document, through field measurements, and model, using a 3-D numerical model of flow and sediment transport, the fate of sediments within the main pool of Hartwell Lake. To document forty years of sedimentation within the reservoir, bathymetric survey data were collected in Hartwell Lake during the period, February 10-14, 2003. The bathymetric surveys revealed that deposition was, in places, up to two meters thickness in forty years. During the field campaign, flow velocity measurements were made primarily to provide a check on the magnitude of the velocities predicted by the numerical model used in the study. Shoreline surveys provided data for the modeling procedure for shoreline change. This in turn facilitated specification of the sediment flux into the domain via shoreline erosion. Hartwell Lake is located near the southern terminus of the Appalachian mountain chain in the Piedmont region. Sediments contain high fractions of silt and clay. Hartwell Lake has a shoreline length of 1548 km, and erosion of lake shorelines has been a significant problem for many homeowners. As of September 2002, there were 1123 permitted riprap installations, and 393 permitted retaining walls, for a total of 1516 erosion control structures along the lakeshores (source: USACE Hartwell Office), an indication of the magnitude of the erosion problem. To quantify the erosion rate of the shorelines, an approach that relates erosion rates to wind wave forces was developed. A simplified representation of the shape of beach profiles is employed. Historical shoreline change rates were quantified by comparing available digital aerial photos taken in different years, and the erosion prediction model was calibrated using these computed erosion rates. Sediments derived from shoreline erosion were introduced to the model as an additional source along the model boundary, and the fate of the eroding sediments was investigated via numerical modeling.

Beaches and coastal environments are dynamic, constantly shaped and reshaped by natural processes and anthropogenic modifications. The morphodynamics and influence of natural and anthropogenic factors of two different coasts at various temporal and spatial scales are discussed. To quantify the performance of several beach nourishment projects at annual temporal and kilometer spatial scales on three adjacent microtidal low-wave energy barrier islands in west-central Florida, a total of 5,200 beach and nearshore-profiles spaced at 300 m were surveyed monthly to bi-monthly from 2006-2010. Beach nourishment performance is most significantly influenced by the interruption of longshore sediment transport by complex tidal-inlet processes. More specifically, the tidal-inlet processes influencing adjacent beach nourishment performance includes longshore transport interruption resulting from divergence induced by wave refraction over an ebb-tidal shoal, flood-tidal currents along the beach, and total littoral blockage by structured inlets. A morphologic indicator of a large longshore transport gradient within the study area is the absence of a nearshore sandbar. These non-barred beaches are characterized by persistent shoreline erosion and were almost exclusively located in areas with a large longshore transport gradient. The more typical beach state along the three barrier islands was one exhibiting a migratory bar and relatively stable shoreline. The presence of a sandbar indicates the dominance of cross-shore processes, with onshore migration during calm wave conditions and offshore migration during energetic wave conditions. The onshore and offshore migration of the sandbar is closely related to non-stormy summer and stormy winter seasonal beach changes, respectively. The morphodynamics of a mixed sand and gravel beach in Delaware were investigated based on 740 beach profiles surveyed almost monthly from 2009 to 2011, 60 sediment cores, and 550 surface sediment samples collected at various alongshore and cross-shore transects. Inter-seasonal temporal scales of storm-induced beach changes and post-storm recovery were examined based on a hurricane, a typical energetic winter storm, and an extremely energetic storm resulting from the rare collision of a hurricane and winter storm ("Nor'Ida") occurring within a 3-month period in 2009. The mixed sand and gravel beaches in Delaware are characterized by monotonically increasing water depths lacking a sandbar under all wave conditions. A distinctive beach cycle was identified consisting of a built-up berm profile and depleted nearly-planar storm profile, with a time-scale related to the frequency and intensity of storm impact and duration of intra-storm recovery instead of simple seasonality. The sedimentological characteristics of the storm deposit associated with Nor'Ida demonstrated substantial cross-shore variation ranging from sandy-gravel and gravelly-sand within the storm swash zone (near the pre-storm dune edge) to well-sorted medium to coarse sand seaward of the storm swash zone, suggesting that storm deposits along mixed beaches demonstrate a variety of sedimentological characteristics. A new dynamic beach cycle model is proposed for the non-barred mixed sand and gravel beach with temporal variability controlled by storm occurrence and inter-storm duration.