We present channel length and stream order for possible fluvial channels present in Cassini Synthetic Aperture Radar (SAR) data from Ta to T19. These features are present at most latitudes observed, with the bulk of the channels located in near-equatorial latitudes. Many of them are also organized into four branching channel networks, three of third order and one of fourth order, similar to river systems on Earth and Mars. These networks appear well integrated, with few streams that are not incorporated into the higher order branches. The median channel length for all channels on Titan is 29 km, with the longest channels all being incorporated into the channel networks. Estimates of channel width and depth of 1 km and 100m respectively result in a channel volume of 1012 m3 which, when extrapolated to the entire surface of Titan results in 1013 m3 of sediment.

Fluvial erosion incites significant bridge scour and large-scale bank erosion causing estimated $1.1 billion damage in the Midwest. Conventional, manual, field monitoring methods, typically erosion pins, cross-section resurveys or terrestrial photogrammetry, used to monitor fluvial erosion rates merely provide a net change in bank surface retreat since the previous measurement. If mass wasting has occurred, the ongoing fluvial erosion would be masked. Erosion event timing, and the precise bank response to individual flow or flow hydrograph changes, is generally uncertain. Thus, a technique that automatically quantifies bank erosion on a continuous basis is needed. This study will monitor the bank response to individual flow (i.e., fluvial erosion) using the Photo-Electronic Erosion Pin (PEEP) sensors in Clear Creek Iowa. It attends to monitor a full episode of bank change, including event timings and magnitude information for specific erosion and deposition events, which can be compared to flow discharges and hydrographs. If exploited, this method can lead to more detailed analysis of bank erosion related to temporal fluctuations in the suspected hydraulic forces.

Upland rivers control the large-scale topographic form of mountain belts, allow coupling of climate and tectonics at the earth’s surface and are responsible for large scale redistribution of sediment from source areas to sinks. However, the details of how these rivers behave when perturbed by changes to their boundary conditions are not well understood. I have used a combination of fieldwork, remotely sensed data, mathematical analysis and computer modelling to investigate the response of channels to well constrained changes in the forcings upon them, focussing in particular on the effects of glacial remoulding of the catchments draining the south flank of the Ladakh batholith, northwest Indian Himalaya. The last glacial maximum for these catchments is atypically old (~100 ka), and this allows investigation of the response to glaciation on a timescale not usually available. The geomorphology of the catchments is divided into three distinct domains on the basis of the behaviour of the trunk stream – an upper domain where the channel neither aggrades above or incises into the valley form previously carved by glacial abrasion, a middle domain where the channel incises a gorge down into glacial sediments which mantle the valley floor, and a lower domain where the channel aggrades above this postglacial sediment surface. This landscape provides a framework in which to analyze the processes and timescales of fluvial response to glacial modification. The dimensions of the gorge and the known dates of glacial retreat record a time averaged peak river incision rate of approximately 0.5 mm/y; the timescale for the river long profile to recover to a smooth, concave up form must exceed 1 Ma. These values are comparable with those from similarly sized catchments that have been transiently perturbed by changing tectonics, but have never been quoted for a glacially forced basin-scale response. I have also demonstrated that lowering of the upper reaches of the Ladakh channel long profiles by glacial processes can systematically and nonlinearly perturb the slope-area (concavity) scaling of the channel downstream of the resulting profile convexities, or knickzones. The concavity values are elevated significantly above the expected equilibrium values of 0.3-0.6, with the magnitude controlled by the relative position of the knickzone within the catchment, and thus also by the degree of glacial modification of the fluvial system. This work also documents the existence of very similar trends in measured concavities downstream of long profile convexities in other transiently responding river systems in different tectonoclimatic settings, including those responding to changes in relative channel uplift. This previously unrecognised unity of response across a wide variety of different environments argues that such a trend is an intrinsic property of river response to perturbation. Importantly, it is consistent with the scaling expected from variation in incision efficiency driven by evolving sediment flux downstream of knickzones. The pervasive nature of this altered scaling, and its implications for fluvial erosion laws in perturbed settings, have significant consequences for efforts to interpret past changes in forcings acting on river systems from modern topography. I follow this by examining in detail the channel hydraulics of the Ladakh streams as they incise in response to the glacial perturbation. I present a new framework under which the style of erosion of a natural channel can be characterized as either detachment- or transport-limited based upon comparison of the downstream distribution of shear stress with the resulting magnitude of incision. This framework also allows assessment of the importance of sediment flux driven effects in studied channels. This approach is then used to demonstrate that fluvial erosion and deposition in the Ladakh catchments is best modelled as a sediment flux dependent, thresholded, detachment-limited system. The exceptional quality of the incision record in this landscape enables an unprecedented calibration of the sediment flux function within this incision law for three different trunk streams. The resulting curves are not compatible with the theoretically-derived parabolic form of this relation, instead showing nonzero erosion rates at zero sediment flux, a rapid rise and peak at relative sediment fluxes of less than 0.5 and a quasi exponential decrease in erosional efficiency beyond this. The position of the erosional efficiency peak in relative sediment flux space and the magnitude of the curve are shown to be both variable between the catchments explored and also correlated with absolute sediment flux in the streams.

This study investigates translocation of particulate carbon and nitrogen from burned and unburned catchments within New Mexico's Valles Caldera National Preserve following severe wildfire. My research questions are: (1) how much carbon and nitrogen is eroded from burned slopes and re-deposited in debris fans? and (2) how do these quantities compare to fluvial export of particulate carbon and nitrogen from nearby unburned catchments? Results indicate that the ~200 kg ha⁻¹ of nitrogen per depositional area on the debris fans represents ~50 to 100 years' worth of atmospheric inputs. In total, 124 times more carbon and 21 times more nitrogen were deposited on the two fans than was exported in particulate form from all three unburned catchments combined in water year 2012. My findings suggest that post-fire erosion may increase nitrogen loading to downslope environments, with the potential to alter the biogeochemical budgets of both aquatic and terrestrial systems.

京都大学 / 0048 / 新制・課程博士 / 博士(工学) / 甲第19692号 / 工博第4147号 / 新制||工||1640(附属図書館) / 32728 / 京都大学大学院工学研究科社会基盤工学専攻 / (主査)教授 藤田 正治, 教授 中川 一, 准教授 竹林 洋史 / 学位規則第4条第1項該当 / Doctor of Philosophy (Engineering) / Kyoto University / DFAM

In the United States, the annual cost of on-site soil erosion problems such as soil and nutrient losses, and off-site soil erosion problems such as sedimentation of lakes and river, loss of navigable waterways, flooding and water quality impairment, has been estimated at 44 billion USD (Pimentel, 1995; Telles, 2011). While eroding sediment sources can either be from land or from stream/river systems, the erosion from streambanks can be quite significant, reaching up to 80% of sediment leaving a watershed (Simon et al 2002; Simon and Rinaldi 2006). Despite many decades of research one the erosion of cohesive soils by flowing water (fluvial erosion), this significant aspect of environmental sustainability and engineering is still poorly understood. While past studies have given invaluable insight into fluvial erosion, this process is still poorly understood. Therefore, the objective of this dissertation was to examine the relationship between time and erosion resistance of remolded cohesive soils, and to quantify and model the effects soil and water temperature on the fluvial erosion of cohesive soils First, erosion tests were performed to investigate how soil erosion resistance develops over time using three natural soils and testing in a laboratory water channel. Results showed that the erosion rate of the soils decreased significantly over the time since the soils were wetted. This study indicates researchers need to report their sample preparation methods in detail, including the time between sample wetting and sample testing. Second, erosion tests were performed at multiple soil and water temperatures. Results showed that increases in water temperature led to increased erosion rates while increases in soil temperature resulted in decreased erosion rate. When soil and water temperatures were equal, erosion results were not significantly different. Results also showed a linear relationship between erosion rate and the difference between soil and water temperatures, indicating erosion resistance decreased as heat energy was added to the soil. Lastly, two common erosion models (the excess shear stress and the Wilson models) were evaluated, and were modified to account for soil and water temperature effects. Results showed that, compared to the original models, the modified models were better in predicting erosion rates. However, significant error between model predictions and measured erosion rates still existed. Overall, these results improve the current state of knowledge of how erosion resistance of remolded cohesive soils evolves with time, showing the importance of this factor in the design of cohesive erosion experiments. Also, the results show that by accounting for thermal effects on erosion rate, the usability of erosion models can be improved in their use for erosion predictions in soil and water conservation and engineering practice. / PHD / In the United States, the annual cost of on-site soil erosion problems such as soil and nutrient losses, and off-site soil erosion problems such as sedimentation of lakes and river, loss of navigable waterways, flooding and water quality impairment, has been estimated at 44 billion USD (Pimentel, 1995; Telles, 2011). While eroding sediment sources can either be from land or from stream/river systems, the erosion from streambanks can be quite significant, reaching up to 80% of sediment leaving a watershed (Simon et al 2002; Simon and Rinaldi 2006). Despite many decades of research one the erosion of cohesive soils by flowing water (fluvial erosion), this significant aspect of environmental sustainability and engineering is still poorly understood. While past studies have given invaluable insight into fluvial erosion, this process is still poorly understood. Therefore, the objective of this dissertation was to examine the relationship between time and erosion resistance of remolded cohesive soils, and to quantify and model the effects soil and water temperature on the fluvial erosion of cohesive soils First, erosion tests were performed to investigate how soil erosion resistance develops over time using three natural soils and testing in a laboratory water channel. Results showed that the erosion rate of the soils decreased significantly over the time since the soils were wetted. This study indicates researchers need to report their sample preparation methods in detail, including the time between sample wetting and sample testing. Second, erosion tests were performed at multiple soil and water temperatures. Results showed that increases in water temperature led to increased erosion rates while increases in soil vi temperature resulted in decreased erosion rate. When soil and water temperatures were equal, erosion results were not significantly different. Results also showed a linear relationship between erosion rate and the difference between soil and water temperatures, indicating erosion resistance decreased as heat energy was added to the soil. Lastly, two common erosion models (the excess shear stress and the Wilson models) were evaluated, and were modified to account for soil and water temperature effects. Results showed that, compared to the original models, the modified models were better in predicting erosion rates. However, significant error between model predictions and measured erosion rates still existed. Overall, these results improve the current state of knowledge of how erosion resistance of remolded cohesive soils evolves with time, showing the importance of this factor in the design of cohesive erosion experiments. Also, the results show that by accounting for thermal effects on erosion rate, the usability of erosion models can be improved in their use for erosion predictions in soil and water conservation and engineering practice.

Made available in DSpace on 2017-07-10T17:51:34Z (GMT). No. of bitstreams: 1 Karl_Heins_Ewald.pdf: 3570741 bytes, checksum: c5bdd80e061dc3f0dc6cf78e808ab2d3 (MD5) Previous issue date: 2013-05-09 / Coordenação de Aperfeiçoamento de Pessoal de Nível Superior / Rivers are important agents working in the sculpturing of relief, through its high transport capacity of sediments originary from slopes and marginal erosion. The modeling occurs through the processes of erosion and deposition of sediments, which depend on variables such as lithological composition, slope, and flooding. The processes that originate topographic forms are widely described in the literature of alluvial-bed rivers, however little is known about the occurrence of these forms in mixed bed channels (alluvial-rock) and bedrock channel. In this context, this research aims to describe the topographic forms of the valleys on the Cascavel Plateau. The method for the recognition of these forms is the topographic mapping of cross sections in different parts of the channel located at the top, middle and lower course. The mapping is performed with a set level and optical sights. Were mapped four fluvial channels, two channels in areas with altimetric elevations below 400 meters, and two other channels with elevations above 700 meters. The channels have floodplains with varying lengths. Topographic forms were found as dikes, point bars, flood inundation basins, pools and riffles. The data collected show strong channel incision in the sections corresponding to the upper parts of the channels, and that in the course stretches of low flood plains are well developed. Channel meandering is a characteristic feature of the Cascavel Plateau. The formation of point bars is directly associated with the channel marginal erosion, whereas the dikes are the result of sediment settling. The pool-riffle sequences occur by the reduction of the flow velocity in some places, and, in others, by the presence of woody debris. In some parts of the river where are rock outcrop was observed the formation of pot-holes / Os rios são importantes agentes atuando na esculturação do relevo por meio da sua alta capacidade de transporte de sedimentos originários das vertentes e dos processos de erosão marginal. A modelagem ocorre através dos processos de erosão e deposição de sedimentos, que dependem de variáveis como composição litológica, declividade e cheias. Os processos que originam as formas topográficas são descritos vastamente na literatura sobre rios de leito aluviais, no entanto pouco se sabe sobre a ocorrência dessas formas em canais de leitos mistos (aluviais-rochosos) e leitos rochosos. Nesse contexto esta pesquisa objetiva a descrição das formas topográficas de fundos de vale no Planalto de Cascavel. O método para o reconhecimento dessas formas topográficas consiste no mapeamento de seções transversais em trechos distintos do canal localizados no alto, médio e baixo curso. O mapeamento é realizado com um conjunto de nível ótico e mira. Foram mapeados quatro canais fluviais, sendo dois canais em áreas com cotas altimétricas inferiores a 400 metros e, outros dois canais com cotas superiores a 700 metros. Os canais apresentam planícies de inundação com extensões variadas. Foram encontradas formas topográficas como diques, barras em pontal, bacias de inundação, soleiras e depressões. Os dados coletados mostram que há forte incisão do canal nos trechos correspondentes ao alto curso dos canais, e, que nos trechos de baixo curso as planícies de inundação são bem desenvolvidas. O meandramento de canais é uma característica do Planalto de Cascavel. A formação de barras em pontal está associada diretamente a erosão marginal, enquanto que os diques são resultantes da decantação de sedimentos. As sequências de soleiras-depressões ocorrem pela diminuição da velocidade do fluxo em alguns trechos, e, em outros, pela presença de detritos lenhosos. Nos trechos rochosos onde há afloramento rochoso foi observada a formação de marmitas

This study is the first to consider how the combination of root physical effects, microbial production of EPS, and root effects on the hydrodynamic boundary layer could influence streambank soil erodibility. Specifically, the goal of this research was to quantify the physical and biological effects of roots on streambank fluvial erosion. A series of laboratory-scale erosion tests were conducted using a mini jet erosion testing device and a recirculating flume channel to address this goal. Several soil and vegetation factors that influence fluvial entrainment, like extracellular polymeric substances (EPS), soil aggregate stability and root length density, were measured following erosion testing. For flume experiments, three streambank boundary conditions were constructed to simulate unvegetated streambanks, as well as streambanks with herbaceous and woody roots. Soil treatments were also created to represent unamended and organic matter (OM) amended soil either without roots (bare soil), with synthetic roots, or with living roots (Panicum virgatum). Median soil erosion rates along the simulated rooted boundaries were two to ten times higher compared to the unvegetated boundary due to protruding root impacts on the boundary layer. In flume experiments, median erosion rates were 30% to 72% lower for unamended soils containing compacted synthetic root fibers as compared to bare soil samples. Adding both OM and fibers to the soil had a greater effect; the median erosion rate reductions of live rooted treatments (95% to 100%) and synthetic rooted + OM treatments (86% to 100%) were similar and statistically lower than bare soil controls. Stimulated microbial production of EPS proteins were significantly correlated with increased erosion resistance in OM-amended treatments while OM treatments had significantly lower EPS carbohydrates compared to unamended treatments. In summary, while sparsely spaced roots exposed on streambanks may increase soil erosion rates due to impacts on the hydrodynamic boundary layer, overall results highlight how the synergistic relationship between root fibers and soil microbes can significantly reduce streambank soil erodibility due to fiber reinforcement and EPS production. / Doctor of Philosophy / Plant roots are known to protect streambank soils from erosion by water; however, exactly how roots provide this protection has remained unclear. Among other things, roots can influence streambank soil erosion by holding soil together through a thick root network, interacting with soil microorganisms to stimulate the release of "sticky" organic compounds called extracellular polymeric substances (EPS), and altering the force of the water against the streambank. This research aimed to quantify and compare the relative importance of these three mechanisms on streambank soil erosion using a mini jet erosion testing device and an indoor recirculating flume channel. To do this in the flume, three walls were constructed to simulate unvegetated streambanks, as well as streambanks with herbaceous and woody roots. In greenhouse settings, soil treatments were also created to represent unamended and organic matter (OM) amended soil either without roots (bare soil), with artificial roots, or with living roots (Panicum virgatum). While roots protruding out of streambanks appeared to increase median soil erosion rates due to the impact of roots on near-bank flow, artificial roots in the soil and OM amended soils reduced soil erosion rates. Specifically, OM amendments stimulated the production of EPS proteins, leading to improved soil stability and increased soil resistance to erosion by water. Overall results highlight how the synergistic relationship between root fibers (living roots and artificial roots) and soil microbes can significantly reduce streambank soil erodibility due to root binding and microbial production of EPS. While plant roots naturally provide both fibers and EPS to soils, these materials could be incorporated into fill soils during construction to rapidly increase soil erosion resistance following levee construction and stream restoration projects.

L’érosion des berges est un processus clé de la dynamique fluviale. Elle influence considérablement la charge sédimentaire des rivières et contrôle l’évolution latérale des chenaux. Les méthodes de caractérisation des mécanismes et des variables affectant l’érosion des berges sont toutefois imprécises et difficiles à appliquer. Ce projet a pour objectif de caractériser la dynamique actuelle des berges de deux tributaires contrastés du Saint-Laurent : les rivières Saint-François et Batiscan. Le premier objectif vise à quantifier les caractéristiques géotechniques de deux tronçons des rivières à l’étude près de l’embouchure avec le Saint-Laurent en décrivant la stratigraphie à différents sites typiques et en recueillant des échantillons de sédiments afin de mesurer différentes variables géotechniques (granulométrie, limites d’Atterberg, résistance à l’érosion mécanique, résistance à l’érosion fluviale). Le second objectif vise à quantifier les principales caractéristiques hydrodynamiques (précipitations, débits, cisaillements, vitesses) des deux sections de rivière. Le troisième et dernier objectif cherche à mesurer les taux d’érosion à l’échelle saisonnière en utilisant des relevés GPS et des chaînes d’érosion et à identifier les mécanismes d’érosion qui opèrent sur les rivières. Les résultats montrent une érosion importante des berges sur chacun des tributaires, mais les mécanismes qui la cause diffèrent. La Batiscan possède des berges dont le matériel est cohésif et ses berges sont principalement marquées par des ruptures de masse. La Saint-François présente des berges peu cohésives ce qui favorise l’érosion fluviale. Le taux de recul sur la rivière Saint-François est de l’ordre de 1 à 3 m/an dans certaines sections de la rivière. Une nouvelle méthode de mesure du cisaillement critique d’érosion fluviale à l’aide d’un chenal expérimental a été élaborée. Les cisaillements critiques obtenus se situent entre 1,19 et 13,41 Pa. Les résultats montrent que les facteurs jouant sur l’érosion des berges ont une variabilité intrinsèque et systémique difficile à mesurer. Le protocole expérimental développé dans ce projet s’est toutefois avéré utile pour étudier les principales variables qui influencent l’érosion des berges, tout en quantifiant les taux d’érosion et les mécanismes d’érosion de berge de deux tributaires importants du fleuve Saint-Laurent. Ce protocole pourrait être utile dans d’autres contextes. / Bank erosion is a key process in fluvial dynamics. It affects sedimentary load in rivers and controls channel lateral evolution. Until now, the methodology used to characterize bank erosion mechanisms and other controlling factors is still imprecise and difficult to apply in many cases. The aim of this project is to characterize bank dynamics in two contrasted Saint-Lawrence tributaries: the Batiscan and Saint-François rivers. The first objective of this study is to quantify geotechnical properties of a section on each river. To achieve this objective, we have described stratigraphic sections at different sites and collected bank material samples in order to measure geotechnical variables in the laboratory (grain size analysis, Atterberg limits, mechanical strength, erosional strength). The second objective is to quantify the hydrodynamic characteristics (precipitations, discharge, shear stress, velocity) of the two river sections. The third and last objective is to measure bank erosion rates with GPS data and erosion pins at a seasonal scale and to identify bank erosion mechanisms occurring in the studied reaches. The results show a high erosional sensitivity of the banks on each tributary, but the observed mechanisms differ from on river to the other. Bank material on the Batiscan River is cohesive and is more susceptible to mass failure. Bank material on the Saint-François River is less cohesive and is mainly affected by fluvial erosion. Bank erosion rates measured on Saint-François River are between 1 to 3 m/year in some sections of the studied reach. A new method of measuring fluvial erosion critical shear stress has been developed with a flume. The critical shear stresses are estimated to be between 1,19 and 13,41 Pa. The results demonstrate the high variability of the response of banks to erosional processes and the difficulty of measuring the intrinsic and systemic factors acting on bank erosion. The experimental protocol developed in this project for the study of the main variables that determine erosion bank, erosion rates and bank mechanisms in two tributaries of the Saint-Lawrence could be applied successfully to other rivers.

L’érosion des berges est un processus clé de la dynamique fluviale. Elle influence considérablement la charge sédimentaire des rivières et contrôle l’évolution latérale des chenaux. Les méthodes de caractérisation des mécanismes et des variables affectant l’érosion des berges sont toutefois imprécises et difficiles à appliquer. Ce projet a pour objectif de caractériser la dynamique actuelle des berges de deux tributaires contrastés du Saint-Laurent : les rivières Saint-François et Batiscan. Le premier objectif vise à quantifier les caractéristiques géotechniques de deux tronçons des rivières à l’étude près de l’embouchure avec le Saint-Laurent en décrivant la stratigraphie à différents sites typiques et en recueillant des échantillons de sédiments afin de mesurer différentes variables géotechniques (granulométrie, limites d’Atterberg, résistance à l’érosion mécanique, résistance à l’érosion fluviale). Le second objectif vise à quantifier les principales caractéristiques hydrodynamiques (précipitations, débits, cisaillements, vitesses) des deux sections de rivière. Le troisième et dernier objectif cherche à mesurer les taux d’érosion à l’échelle saisonnière en utilisant des relevés GPS et des chaînes d’érosion et à identifier les mécanismes d’érosion qui opèrent sur les rivières. Les résultats montrent une érosion importante des berges sur chacun des tributaires, mais les mécanismes qui la cause diffèrent. La Batiscan possède des berges dont le matériel est cohésif et ses berges sont principalement marquées par des ruptures de masse. La Saint-François présente des berges peu cohésives ce qui favorise l’érosion fluviale. Le taux de recul sur la rivière Saint-François est de l’ordre de 1 à 3 m/an dans certaines sections de la rivière. Une nouvelle méthode de mesure du cisaillement critique d’érosion fluviale à l’aide d’un chenal expérimental a été élaborée. Les cisaillements critiques obtenus se situent entre 1,19 et 13,41 Pa. Les résultats montrent que les facteurs jouant sur l’érosion des berges ont une variabilité intrinsèque et systémique difficile à mesurer. Le protocole expérimental développé dans ce projet s’est toutefois avéré utile pour étudier les principales variables qui influencent l’érosion des berges, tout en quantifiant les taux d’érosion et les mécanismes d’érosion de berge de deux tributaires importants du fleuve Saint-Laurent. Ce protocole pourrait être utile dans d’autres contextes. / Bank erosion is a key process in fluvial dynamics. It affects sedimentary load in rivers and controls channel lateral evolution. Until now, the methodology used to characterize bank erosion mechanisms and other controlling factors is still imprecise and difficult to apply in many cases. The aim of this project is to characterize bank dynamics in two contrasted Saint-Lawrence tributaries: the Batiscan and Saint-François rivers. The first objective of this study is to quantify geotechnical properties of a section on each river. To achieve this objective, we have described stratigraphic sections at different sites and collected bank material samples in order to measure geotechnical variables in the laboratory (grain size analysis, Atterberg limits, mechanical strength, erosional strength). The second objective is to quantify the hydrodynamic characteristics (precipitations, discharge, shear stress, velocity) of the two river sections. The third and last objective is to measure bank erosion rates with GPS data and erosion pins at a seasonal scale and to identify bank erosion mechanisms occurring in the studied reaches. The results show a high erosional sensitivity of the banks on each tributary, but the observed mechanisms differ from on river to the other. Bank material on the Batiscan River is cohesive and is more susceptible to mass failure. Bank material on the Saint-François River is less cohesive and is mainly affected by fluvial erosion. Bank erosion rates measured on Saint-François River are between 1 to 3 m/year in some sections of the studied reach. A new method of measuring fluvial erosion critical shear stress has been developed with a flume. The critical shear stresses are estimated to be between 1,19 and 13,41 Pa. The results demonstrate the high variability of the response of banks to erosional processes and the difficulty of measuring the intrinsic and systemic factors acting on bank erosion. The experimental protocol developed in this project for the study of the main variables that determine erosion bank, erosion rates and bank mechanisms in two tributaries of the Saint-Lawrence could be applied successfully to other rivers.