Article

Disturbances in coarse bedload transport in a high-mountain stream channel system (Western Tatras, Poland)

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Abstract

Bedload transport measurements in the formerly glaciated Chochołowski catchment located in the Western Tatras in Poland were performed in the period 1975 to 2018. Measurement of bedload displacement allowed to determine the role of bedload transport disturbances in both system connectivity and sediment transfer. Bedload transport occurred as many as triggered up to several times a year. The longest distances were observed during rain-on-snow events: between 12 m in headwaters and over 100 m in the fluvial valley. Bedload became activated along the entire length of the channel system (10.5 km) every 2 to 5 years when the stream discharge exceeded 10 m 3 s −1 (with an average of 1.25 m 3 s −1). In such situations, bedload dynamics increased downstream , and stream power was sufficient to overcome local barriers (i.e. boulder and log steps). Downstream increases in bedload dynamics may become disturbed and inverted by sudden snowmelt and locally heavy rainfall. These types of events caused the dynamics of bedload transport to be 190% to 320% greater in the upper part of the studied catchment and to decline in the downstream direction over a distance of 7 km to yield an attenuation effect. The same pattern was observed in local tributaries where the dynamics of bedload transport were 200% higher in the upper part and attenuation was observed along a distance of 1.5 km in the downstream direction. All events of this type cause seasonal disturbances in bedload transport. However, the greatest effect on bedload dynamics was produced by natural deforestation. A 16% decrease in forest cover causes a fluvial system disequi-librium manifested in an intensification of hydro-geomorphologic processes and formation of new landforms.

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... According to Krzemień (1991) snow cover reaches a thickness of up to 1.5 m near the Polana Chochołowska station. However, the most recent studies showed decreasing trend in snow cover in whole Tatra Mts. in the period 1952-2013 (Szwed et al. 2017), although it usually still exceeds 1 m in Chochołowski Stream catchment (Błażejczyk 2019, Płaczkowska et al. 2020. Snow cover remains on the ground in the lower part of the Chochołowska Valley for 137 days, on average, and can last a maximum of more than 200 days. ...
... Photomaps from the years 1955/56, 1977, 1994, 1999, 2009, 2020, and 2021(made available by TNP 2023 were used to determine spatial and temporal changes in debris flow activity within the investigated track along with an orthophotomap from 2022. The debris distribution was marked on the maps starting at the outlet of the rock chute to the terminus of successive flows. ...
... However, in the most distant accumulation zone we noted 0.5 m clasts which were much bigger than those in the case of the flow in Smutná Valley, where rather small, up to 15 cm long clasts were found at the same elevation (Dlabáčková, Engel 2022). In comparison, clasts bigger than 30 cm never moved in the 2009-2018 period in Chochołowski Stream in glacial trough in Chochołowska Valley, even when 10-28 m 3 ·s −1 discharge was noted (Płaczkowska et al. 2020). Other parameters such as the location of the initiation zone, minimum height of material deposited in the accumulation zone, and difference in height between these zones achieved average values observed for debris flows in the Western Tatra Mountains (Kotarba et al. 2013). ...
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... There is an urgent need to develop and consolidate archives of extreme floods, as highlighted by Borga et al. (2008), Gourley et al., (2013Gourley et al., ( ,2014, and others. Recent studies have shown a growing interest among researchers in extreme floods in the mountains of central Europe at both regional and local scales (Kotarba, 1999;Marchi et al., 2010;Bissolli et al., 2011;Loczy, 2013;Kidová et al., 2016;Kijowska-Strugała et al., 2017;Płaczkowska et al., 2020). Developing archive records of flash floods and debris flows is an essential element in establishing verification systems that can assess the accuracy of warning techniques for these events (Borga et al., 2014;Nayrol et al., 2017). ...
... The peak discharge Q (m 3 s − 1 ) was calculated as a product of the cross-section area (m 2 ) and flow velocity (m s − 1 ). The calculated peak discharge was contrasted/compared with peak discharges indicated by direct measurement data and with specific discharges during flash/major floods triggered by extreme rainfall in the neighbouring Tatra streams (Punzet, 1981;Krzemień, 1992;Płaczkowska et al., 2020). The purpose of this comparison was to assess whether our estimation of peak discharge was realistic. ...
... The variability of these peak discharge is very high. They range from several m 3 s − 1 to more than 100 m 3 /s as shown by direct measurement data (Punzet, 1981;Krzemień, 1992;Płaczkowska et al., 2020) and estimated data (eg. Balastreos-Canovas et al., 2016). ...
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... As a result, numerous techniques have been developed for identifying bedload sediment transport, including tracers [13][14][15][16], optical methods, ultrasonic topography, and acoustic approaches. Radioactive particle tracking [17,18], radio-tracking techniques [19][20][21], magnetic tracer particles [22][23][24], painted particles [25], and the "Smartrock" tracer [26,27] are all examples of tracer techniques. This approach, however, has certain drawbacks. ...
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Research on factors affecting sediment regime in glacierized catchments under warming climates is still scarce despite its societal relevance. In particular, coarse bedload transport has never been quantitatively related to water runoff origin (snowmelt vs glacier melt), which provides important information on the role of different sediment sources (glaciers vs hillslopes and channel bed). Drawing on data from multiple spatial and temporal scales in a paradigmatic Alpine glacierized catchment, we show that glacier melt flows play a key role in coarse sediment transport dynamics. Bedload concentration measured during glacier melt flows is up to 6 orders 2 of magnitude larger than during snowmelt. At the catchment scale and within the channel, however, minimal aggradation and degradation was detected over almost a decade. In addition, sedimentation rates at a hydropower weir, inferred from flushing frequency during the last four decades, are tightly associated to summer air temperature and not to precipitation trends, and most of sediment export occurred in July-August. However, sediment flushing frequency has been decreasing since the late 1990s despite very warm summers in the following decades. Collectively, these findings indicate that sediment is dominantly sourced from within glacier-covered areas and that transport rates are thus dictated by seasonal and multi-annual glacial dynamics. As glacier melt flows decrease due to ice mass loss, our results suggest that, for similar basins, a progressive shift from supply-limited (driven by glacier activity) to transport-limited (during rainfall-induced events) sediment transport will occur, disrupting the current near-equilibrium channel conditions.
Article
Connectivity has become a key issue in the study of processes acting in hydro-geomorphic systems and has strong implications on the understanding of their behaviour. Given the high complexity of hydro-geomorphic systems and the large variety of the processes controlling the efficiency of water and sediment transfer through a catchment, mapping hydrological and sediment connectivity is fundamental to understand the linkages between different parts of the system and the role played by system configuration, natural landforms and man-made structures in favouring or obstacolating the continuity of runoff and sediment pathways. Furthermore, the analysis of changes on connectivity through time can help to investigate the effect of both natural and anthropic disturbance on water and sediment fluxes and associated processes. This special issue aimed to shed light on the latest advances inmapping water and sediment connectivity by means of field measurements, modelling and geomorphometric approaches along with quantitative methods for the analysis of connectivity temporal evolution.The special issue is composed of twenty-one papers presenting a huge variety of topics dealing with hydrological and sediment connectivity and their changes through time in different geographical andclimatic regions of the world, at different spatial and temporal scales. This special issue highlights the importance of connectivity assessment to properly address sediment and water-related issues and to improve management strategies in hydro-geomorphic systems.
Article
The need for reducing erosion and sediment transport, and protecting human settlements has urged the construction of channel control works in mountain streams. Such works include different structures, the check dams being probably the most widespread and archetypical. The performance of channel control works in mountain streams has usually been evaluated based on their effectiveness in stabilizing the channels and the adjacent hillslopes, and in retaining sediment. The widespread presence of channel control works in mountain streams of various regions, however, has also a significant impact on hillslope-channel coupling and on sediment transfer across the channel system. Taking into account the impact of channel control works on sediment connectivity at the catchment scale has remarkable importance for planning new control structures and managing the existing ones and, more in general, for sediment management in mountain catchments. In this paper, we consider the channel control works within the conceptual framework of sediment connectivity and related terminology, and we analyze the spatial and temporal scales of the interactions between channel control works and sediment coupling-decoupling. Some examples from the Italian Alps outline the impact of check dams and other hydraulic structures on sediment connectivity and show the potential of geomorphometry in assessing such impacts. The overall effect of control works on sediment connectivity consists of an alteration of the sediment cascade with a decrease in the efficiency of sediment transfer. Sediment is partly retained behind grade-control dams within the catchment or in sediment traps equipped with retention check dams near the alluvial fan apex. These works contribute to decouple the alluvial fans from the upslope catchment. On the contrary, channel bed lining on alluvial fans favors sediment transfer to the receiving river, but this effect usually involves small amounts of sediment not retained by the check dams built upstream.
Article
The aim of the study was to examine the magnitude and frequency of bedload transport in 1st–3rd order headwater catchments (with an area <2 km²) in the Western Tatras. The study was carried out in 19 headwater catchments, divided into two groups: (1) alpine catchments, and (2) montane catchments. Bedload transport measurements were carried out at intervals over a period of 40 years using the painted stone method. During large floods observed in the main stream (Q > 5 m³ s⁻¹), usually associated with prolonged rainfall or a combination of both snowmelt and rainfall, it can be expected that bedload will also be activated in its tributaries and headwater sections. Bedload transport may also occur during snowmelts, but this type of flood is of a completely local nature. During small local floods, the role of the local channel structure is quite important. Channel topography can slow down transported bedload, which is particularly visible within alluvial fans. During high-energy events, this effect disappears, and the distance of bedload transport increases downstream. In alpine channels, bedload transport occurs on a much smaller scale than is the case in montane channels and it occurs along the entire channel length. The distance of bedload transport, its size, and the frequency of occurrence of geomorphologically-active floods are smaller in alpine catchments than in montane ones. In alpine channels, the maximum distance of bedload transport was 18.2 m, and in montane channels, distances reached 165 m.
Article
Data from tracer experiments were compiled and analysed in order to explore the role of geomorphological, hydrological and sedimentological constraints on fluvial gravel transport in gravel‐bed rivers. A large data set from 217 transport episodes of tagged stones were compiled from 33 scientific papers. Our analyses showed that while magnitude of peak discharge is a major control on gravel transport and mobility, tracer travel distances show some scale dependence on the morphological configuration of the channel. Our results also highlight differences in the way tracers are displaced between step‐pool and riffle and pool channels. The riffle‐pool sequence seems to be a more efficient trap for travelling gravels than the step‐pool pair. Additionally, in step‐pool channels there are clear differences in tracer transport between observations of first displacements after tracer seeding (unconstrained‐stone conditions), and second and subsequent observations of tracer displacements (constrained‐stone conditions). The comparison between tracer experiments under constrained conditions and those under unconstrained ones also highlights the importance of bed state and structures in gravel mobility. The results of this study confirm that sediment transport in gravel‐bed rivers is a complex process, whereby sedimentological and geomorphological controls are superimposed on the hydraulic forcing.
Article
An investigation to determine the transition zone between the hillslope system and the fluvial system in connection with the degree of differentiation of sediment located upstream and downstream of log steps (LS) and boulder steps (BS) was undertaken in the channel of a stream located in a small mountain catchment area in the Silesian Beskidy Mts. (Polish Carpathians), a stream channel into which large wood was introduced artificially several years ago. Granulometric analyses of 41 samples taken from upstream (21) and downstream (20) of steps were performed to analyze the effectiveness of log steps and boulder steps in the differentiation of mineral sediment. It was demonstrated that log steps have a significant impact on the functioning of the channel by shaping its longitudinal profile and affecting the transport of mineral material, whereas boulder steps retain less sediment, showing the beneficial effects of artificial creation of log steps in mountain stream channels. Results of granulometric analyses suggested the location of the theoretical transition zone between the hillslope system and the fluvial system, suggesting the location and range of this zone in small mountain catchment areas can change depending on the intensity and range of slope processes in the longitudinal profile of the channel.
Article
Previous measurements of bedload transport in gravel-bed streams revealed a large temporal and spatial variability of bedload transport rates. Using an impact plate geophone system, continuous bedload transport measurements were made during six years in two mountain streams in Austria. The two streams have a snow- and glacier-melt dominated hydrologic regime resulting in frequent transport activity during the summer half year. Periods of days to weeks were identified which are associated with approximately constant Shields values that indicate quasi-stable bed conditions. Between these stable periods, the position of the bedload transport function varied while its steepness remained approximately constant. For integration time scales of several hours to one day, the fluctuations in bedload transport decreased and the correlation between bedload transport and water discharge increased. For integration times of about 70 to 100 days bedload transport is determined by discharge or shear stress to within a factor of about two, relative to the six year mean level. Bedload texture increased with increasing mean flow strength and mean transport intensity. Weak and predominantly clockwise daily hysteresis of bedload transport was found for the first half of the summer period.
Article
The process of tree uprooting plays an important role in sediment transport within forested slopes. In this study we determine the intensity of sediment transport by uprooting and its dependencies. We use the Principal Component Analysis (PCA) to determine the most important factors influencing root plate sizes, and we calculate sediment flux by windthrow for the area of the Tatra National Park (211.6 km²), for the year 2013, when an extreme windthrow event occurred. For this purpose we combine field data with the results of windthrow areas mapping based on satellite imagery. We also use data recorded by the Tatra National Park concerning the amount of destroyed wood in the forests of the Tatra National Park to calculate sediment flux by windthrow for the period between 1968 and 2015 (48 years). To calculate the transport distance by the uprooting needed to compute sediment flux, we modified the Gabet et al.'s (2003) Eq. (11), which in our opinion gives results which are twice the actual size. The PCA identified two the most important factors influencing root plate sizes. The first factor shows that all root plate dimensions increase with increasing tree DBH (diameter at breast height), and, to a lesser degree, with an increase in the content of coarse material. The second factor shows that the depth of a root plate increases with the downslope angle of tree fall, decreasing slope inclination, and decreasing the content of coarse material. The sediment flux by windthrow in 2013 in the area of the Tatra National Park was 3.55 × 10− 4 m³ m− 1 yr− 1. Mean annual sediment flux for the period of the last 48 years was 2.76 × 10− 5 m³ m− 1 yr− 1.
Article
Suspended sediment transport is an important contributor to ecologic and geomorphic functions of streams. However, it is challenging to generalize predictions of sediment yield because it is influenced by many factors. In this study, we quantified the relevance of natural controls (e.g., geology, catchment physiography) on suspended sediment yield (SSY) in headwater streams managed for timber harvest. We collected and analyzed six years of data from 10 sites (five headwater sub-catchments and five watershed outlets) in the Trask River Watershed (western Oregon, United States). We used generalized least squares regression models to investigate how the parameters of the SSY rating curve varied as a function of catchment setting, and whether the setting modulated the SSY response to forest harvesting. Results indicated that the highest intercepts (α) of the power relation between unit discharge and SSY were associated with sites underlain primarily by friable rocks (e.g., sedimentary formations). The greatest increases in SSY after forest harvesting (up to an order of magnitude) also occurred at sites underlain by the more friable lithologies. In contrast, basins underlain by resistant lithologies (intrusive rocks) had lower SSY and were more resilient to management-related increases in SSY. As such, the impact of forest management activities (e.g., use of forested buffers; building of new roads) on the variability in SSY was primarily contingent on catchment lithology. Sites with higher SSY, or harvest-related increases in SSY, also generally had a) lower mean elevation and slope, b) greater landscape roughness, and c) lower sediment connectivity. We used principal component analysis (PCA) to further explore the relationship between SSY and several basin physiographic variables. The PCA clearly separated sites underlain by friable geologic units from those underlain by resistant lithologies. Results are consistent with greater rates of weathering and supply of sediment to headwater streams in catchments with more friable lithologies, and limited sediment supply in catchments underlain by resistant lithologies. We hypothesize that a similar framework may aid in predicting the overall SSY of a catchment as well as its susceptibility to increases in SSY following forest harvesting.
Article
Bedload monitoring techniques have been developed and applied for many years in rivers ranging from steep mountain torrents to the large gravel-bed Danube River in Austria. Most monitoring stations use a combination of direct (mobile bag samplers, slot samplers) and indirect (geophones, hydrophones) measurement methods. Each individual technique is adequate, yet features particular boundary conditions and limitations related to hydraulic and sampling efficiency, functionality during floods, sampling duration or grain size. We show the capabilities and limitations of the different monitoring devices with respect to technical, operational and economic criteria, evaluating their suitability for determining bedload transport parameters. Bedload monitoring results of a measuring site at the Drau River in Carinthia/Austria are used to illustrate the specific range of the device application. We present an integrated automatic and continuous bedload monitoring system. It complements the specific limitations of single monitoring methods by additional measurement devices, enabling comprehensive monitoring of the bedload transport process. We then derive the Bedload Discharge Integrated Calculation Approach and the Bedload Rating Curve Approach and discuss their application for determining bedload discharge Qb and total bedload mass Vb. Whereas the integrated approach combines data from direct monitoring methods with indirect techniques, the rating curve approach uses only data from direct bedload monitoring devices. We demonstrate that applying an integrated automatic and continuous bedload monitoring system and combining the Bedload Discharge Integrated Calculation Approach and Bedload Rating Curve Approach yields accurate bedload discharge results.
Article
The article presents the results of a 34-day series of direct semi-continuous measurements of the bedload transport, performed during the melt season 2013 in the Scott River catchment (NW part of the Wedel-Jarlsberg Land, Spitsbergen). The daily variability of the bedload transport rates and its relation to the dissolved and suspended load was analysed in two cross-sections located in the lower course of a proglacial gravel-bed river. The bedload flux was measured by means of two 4-module sets of River Bedload Traps (RBT). In the research period, a total of 34 day-long samples of bedload and 34 water samples for the determination of the dissolved and suspended load were collected in each of the two cross-sections, 200 m apart. The measurements showed longitudinal and temporal variability of bedload flux and the remaining components (solutions, suspensions) corresponding with changes in water discharge. The mean daily bedload flux QB in consecutive measurement cross-sections XS amounted to 124 kg d− 1 XS I and 59 kg d− 1 XS II, respectively, and showed high variability and an evident relationship with temperature. The unequal bedload flux the two measuring stations XS I and XS II suggests aggradation within the alluvial fan that separates the two reaches. The volume and rate of bedload flux were determined by the frequency by the occurrence of flood flows during which approximately from 59% XS I to 77% XS II of total bedload was discharged. The highest recorded daily values constituted 12% of total bedload flux. Through the cross-section below the alluvial fan, the river discharged approximately 6 million cubic meters (M m³) of water, 3 t of bedload Lb, 2238 t of suspended load Ls, and 613 t of dissolved load Ld. The relationships between the three components of the load suggest a 500-fold excess of suspended load, and a 100-fold excess of dissolved load in relation to bedload flux. High temporal and latitudinal variability of the bedload transport rate resulted in changes in the channel morphology, and during floods – also the floodplain.
Article
By way of introduction, sets the Tatra mountains in the high mountain systems of the temperate zone, describes climatic controls, and the postglacial evolution of the relief. There is a section on geoecological belts and description of present-day morphogenetic processes: sediment transfer in the high mountains, the morphodynamics of slopes; the morphodynamics of channels, and the Alpine rockwall-debris slope process-response systems. -K.Clayton
Article
Clifford et al. (1992) argue that differences in hydraulic conditions at the moment of sediment entrainment in Turkey Brook, flood by flood, are attributable to variations in the form drag that arises from cluster microforms. While not denying the possibility of variable cluster concentration, we show that the time-dependent bed consolidation and cementation that arises as a function of interstitial matrix development can also account for variation in the traction threshold. Clifford et al. further postulate that the growth of pebble clusters just prior to bedload entrainment is a cause of the observed differences in traction thresholds at the start and finish of bedload during a flood event. This merits further examination. However, we point out that clusters are not only observed at low flow and, therefore, already present and able to contribute significant form drag as the next bedload generating flood waxes, but that they are known both to survive more or less intact and to entrap mobile particles during bed disturbing events. The revelation by Clifford et al. that flow structure in the River Quarme reflects differences in bed rugosity between riffles and pools and that it relates in scale to bed roughness elements (perhaps clusters) is not surprising. There is, however, some difficulty in distinguishing the precedence of chicken and egg when using this data set to elucidate the cause of cluster spacing. Nevertheless, the inference that flow and form are dynamically linked is in sympathy with our own conclusions that cluster spacing is an equilibrium condition governed by the interplay of flow resistance and sediment transport.
Article
Climate change is expected to modify the hydrological and geomorphological dynamics of mountain watersheds significantly, so impacting on downstream water yield and sediment supply. However, such watersheds are often poorly instrumented, making it difficult to link recent and rapid climate change to landscape response. Here we combine unique records of river flow and sediment export, with historical archival imagery to test the hypothesis that climate warming has substantially increased both water yield and sediment export from small Alpine watersheds (<3 km²) characterized by small (<0.5 km² surface) glaciers. To examine ice and landform response to climate change, we apply archival digital photogrammetry to historical aerial imagery available from 1967 to present. We use the resulting data on ice loss, in combination with reliable records of stream flow from hydroelectric power intakes and climate data to approximate a water budget and to determine the evolution of different contributions to river flow. We use the stream flow records to estimate volumetric sediment transport capacity and compare this with the volumes of sand and gravel exported from the watersheds, quantified from records of intake flushing. The data show clearly that climate forcing since the early 1980s has been accompanied by a net increase in both water yield and sediment transport capacity, and we attribute these as signals of reduced snow accumulation and glacier recession. However, sediment export has not responded in the same way and we attribute this to limits on sediment delivery to streams because of poor rockwall-hillslope-channel connectivity. However, we do find that extreme climate conditions can be seen in sediment export data suggesting that these, rather than mean climate warming, may dominate watershed response.
Article
This study uses a unique 10-year tracer dataset from a small gravel-bed stream to examine bed mobility and sediment dispersion over long timescales and at a range of spatial scales. Seasonal tracer data that captured multiple mobilizing events was examined, while the effects of morphology on bed mobility and sediment dispersion were captured at three spatial scales: within morphological units (unit scale), between morphological units (reach scale) and between reaches with different channel morphologies (channel scale). This was achieved by analyzing both reach-average mobility and travel distance data, as well as the development of 'mobility maps' that capture the spatial variability in tracer mobility within the channel. The tracer data suggest that sediment transport in East Creek remains near critical the majority of the time, with only rare large events resulting in high mobility rates and grain travel distances large enough to move sediment past dominant bedforms. While a variable capturing both the magnitude and frequency of flow events within a season yielded a better predictor to sediment mobility and dispersion than peak discharge alone, the distribution of events of different magnitude within the season played a large role in determining tracer mobility rates and travel distances. The effects of morphology differed depending on the analysis scale, demonstrating the importance of scale, and therefore study design, when examining the effect of morphology on sediment transport.
Chapter
This chapter reviews sediment tracing techniques in gravel and sand bed rivers. The objective is to assess critically the use of tracers to obtain quantitative information of bedload sediment transport. The chapter presents an evaluation of the coarse particle tracing techniques for studying sediment transport in a fluvial environment. The use of tracers depends on the selection of methods and work procedures. Both study objectives and channel characteristics determine the type of tracers to be used, the duration of experiments and data analyses. Data analyses and interpretations depend largely on the study objectives, experimental design and tracing method, all of which control the quality of the data. Radioactive tracers allow in situ, continuous detection of exposed and buried particles and make possible immediate data processing and hence evaluation of the tracking strategy. The chapter also reviews several techniques that have been used in tracing bed material load in fluvial systems.
Chapter
Flow conditions that produce incipient motion of bedload at threshold conditions in coarse-bed rivers are illustrated using data from the Oak Creek, Oregon, bedload research facilities. A dynamically varying transport conditions occur between threshold and full transport. The threshold for initiation of motion is not sharp. A second threshold, usually overlooked, occurs on the recession limb of runoff events and differs not only in “critical” discharge value but also in composition of the bedload and dynamics of the reforming stable bed. Bed reformation and subsequent disturbance relate to hydrograph dynamics and changing turbulence in ways that are not yet well described.
Article
In the face of rapid climate warming, rapid glacier recession should lead to a marked increase in the spatial extent of the paraglacial zone in glaciated drainage basins. The extent of the paraglacial zone has been well established to be transient but there are very few studies of this transient response and what it means for sediment export. There is good reason to expect that glacier recession could increase basin-scale sediment connectivity as: sediment becomes less dependent on glacier surface transport; proglacial streams are more able to migrate laterally than subglacial streams and so access sediment for transport; and glacier debuttressing may aid the development of gullies that can dissect moraines and so aid hillslope to proglacial zone connectivity. By using records of the flushing of hydroelectric power installations we were able to develop a record of coarse sediment (sand and gravel) export from a basin with a rapidly retreating valley glacier, the Haut Glacier d'Arolla, from 1977 to 2014. Modelling suggested that these data could only be partially controlled by transport capacity implying an important role for sediment supply and potentially for the influence of changing sediment connectivity. Indeed, there was evidence of the effects of glacial debuttressing upon gullying processes and hence a possible increase in the ease of connection of upstream basins to the proglacial area. More recently, we were able to show possible temperature control on sediment export, which may only have become apparent because of the progressive development of better sediment connectivity. However, whilst rapid glacier recession should result in theory in a progressive increase in connectivity of sediment sources to the basin outlet, the supply to capacity ratio does not increase continually with glacier recession until maximum capacity is reached. We identified two possible examples of why. First, gullying was also accompanied by the sediment accumulation at the base of moraines that was too coarse to be transported by the proglacial stream, maintaining disconnection of the upper basins. Second, the sediment capacity ratio appeared to be elevated during periods of more rapid retreat and we attribute this to the importance of a continued supply of unworked glacial till before fluvial reworking and sorting of freshly exposed sediment increased the resistance of sediment to entrainment and hence export rates. Thus, the transient geomorphic response of glaciated basins to glacier recession may involve negative feedbacks that can reduce the extent to which increases in connectivity elsewhere in the basin lead to increased sediment export.
Article
The aim of studies was to determine the conditions that are necessary for debris flow initiation, to recognize the morphological role of debris flows in the moulding of high-mountainous slopes. Debris flows are small, although path lengths tend to exceed 100 m. Debris flows having a recurrence-interval somewhere between 1 year and 5 years are little effective morphologically. In past times the debris flows were more effective in the moulding of the high-mountainous relief of the area examined. These events were due to the impact of man on the natural environment of the Tatra Mts during the last 200-300 years (pasture, deforestation, mining activities). -from Author
Article
Relationships between erosion, sediment transport and deposition processes in river channels under different conditions of sediment yield formation and variable contribution of suspended (basin-derived) and bed (channel-originated) sediment are discussed. The role of the latter in total sediment yield and as a factor of morphological channel type differentiation is shown.
Article
The term extreme rainfall refers to an event during which the thresholds of various hydrological and geomorphic processes are exceeded. The frequency of extremes varies in different climatic zones and in time. The clustering of extreme events happens when the extremes are repeated every 2-3 years, every year or even several times a year. Such clusterings disturb the equilibrium of slope and river channel systems and are separated by periods of stability and recovery. The occurences of clusters are exemplified by present - day processes, historical records and geological records. On this base a model of phases with frequent and rare clusterings during the Holocene was constructed.
Article
Fluvial transfers through tributaries and avalanches most important sediment sources•Drainage area morphometries control supply of sediments into main stream channels•Longitudinal main valley bottom profiles control importance of in-channel storage•Low annual bedload yields of 2.4 t km- 2y- 1 (Erdalen) and 13.3 t km- 2y- 1 (Bødalen)•Bedload transport accounts for about one-third of the total fluvial load
Article
Recession of high-mountain glaciers in response to climatic change frequently results in the development of morainedammed glacial lakes. Moraine dam failure is often accompanied by the release of large volumes of water and sediment, termed a Glacial Lake Outburst Flood (GLOF). Chukhung Glacier is a small (~3km2) receding valley glacier in Mt. Everest (Sagarmatha) National Park, Nepal. Unlike many Himalayan glaciers, which possess a thick mantle of supraglacial debris, its surface is relatively clean. The glacier terminus has receded 1.3 km from its maximum Holocene position, and in doing so provided the space for an icecontact moraine-dammed lake to develop. The lake had a maximum volume of 5.5 × 105m3 and drained as a result of breaching of the terminal moraine. An estimated 1.3 × 105m3 of material was removed from the terminal moraine during breach development. Numerical dam-breach modelling, implemented within a Generalised Likelihood Uncertainty Estimation (GLUE) framework, was used to investigate a range of moraine-dam failure scenarios. Reconstructed outflow peak discharges, including failure via overtopping and piping mechanisms, are in the range 146-2200m3 s-1. Results from two-dimensional hydrodynamic GLOF modelling indicate that maximum local flow depths may have exceeded 9m, with maximum flow velocities exceeding 20ms-1 within 700m of the breach. The floodwaters mobilised a significant amount of material, sourced mostly from the expanding breach, forming a 300m long and 100m wide debris fan originating at the breach exit. moraine-dam. These results also suggest that inundation of the entire floodplain may have been achieved within ten minutes of initial breach development, suggesting that debris fan development was rapid. We discuss the key glaciological and geomorphological factors that have determined the evolution of a hazardous moraine-dammed lake complex and the subsequent generation of a GLOF and its geomorphological impact.
Article
The timing and rate of fluvial bedload transport are of central importance within sediment budget studies and in many applications in river science and engineering. During the years 2010, 2011 and 2012 detailed field measurements with portable impact sensors as a non-invasive technique for indirectly determining fluvial bedload transport intensity were conducted in two instrumented and supply-limited drainage basin systems (Erdalen and Bødalen) in the fjord landscape in western Norway. Additional field measurements with portable impact sensors were carried out in 2010 and 2011 in selected transport-limited fluvial systems in the Coast Mountains of western Canada. The collected impact sensor field data were calibrated with laboratory flume experiments. The data from the impact sensor field measurements in western Norway and the flume experiments were combined with field data from continuous discharge monitoring, repeated surveys of channel morphometry and sediment texture, particle tracer measurements, Helley–Smith samplings, underwater video filming and biofilm analyses. The combination of methods and techniques applied provides insights into the temporal variability and intensity of fluvial bedload transport in the selected mountain streams: (i) in the transport-limited systems with generally high bedload transport rates during high discharge and with bedload material moving in clusters over the impact sensor plates, impact sensor data (based on a 1 s measuring interval) provide the opportunity to detect the start and end of bedload transport, thus to identify discharge thresholds for sediment entrainment, and to roughly estimate the intensity and relative intensity of change of bedload transport during the measuring period; (ii) in the supply-limited systems with low bedload transport rates and bedload components moving separately (as single particles) over the impact sensor plates, impact sensor data (with a 1 s measuring interval) allow the detection of the start and end of transport of bedload components > 11.3 mm, thus the identification of discharge thresholds for possible entrainment of particles, the quantification of the number of particles > 11.3 mm moving over the impact sensor plates during the measuring period, the rough estimation of grain sizes of the particles moving separately over the impact sensor plates, and the calculation of the total mass of the bedload material > 11.3 mm moving over the impact sensor plates during the measuring period; (iii) when combined with other methods and techniques (Helley–Smith sampling, particle tracer measurements, biofilm analyses, underwater video filming) which provide information on the active bedload transport channel width, on discharge thresholds for possible entrainment of particles of different grain sizes, and on transport rates of bedload material < 11.3 mm, total rates of fluvial bedload transport, covering all given grain sizes of the bedload material, can be calculated for the supply-limited mountain streams with generally low bedload transport. The higher measured annual bedload yield in Bødalen (13.6 t km− 2 yr− 1) compared to Erdalen (2.6 t km− 2 yr− 1) reflects a higher level of slope–channel coupling in Bødalen than in Erdalen.
Article
The role of roads and footpaths in middle mountains in Europe is of key significance to present day relief. Dependencies related to the way natural road cuts, also known as hollow ways or sunken lanes, were formed and to their present day evolution are described in this paper. The relationship between land use that includes forest maintenance and the pace of transformation on and around unpaved roads (either dirt or gravel roads) is emphasized, given that the roads are found in the woodland zone. The study area selected was the middle mountain section of the Gorce Mountains. Detailed geomorphological mapping of 382.5 km of roads and paths in the area was performed. Most are dirt roads and footpaths. The mapping procedure consisted of a systematic note-taking method (logbook) and the classification of roads and paths by identifying uniformly shaped segments within them. The density of the road network in the study area was 4.14 km*km-2, which is typical of the Beskidy Range of the Carpathian Mountains in Poland. A total of 1,312 segments of roads and paths were identified using the methodology mentioned above. The segments were classified using a statistical grouping procedure into three groups of segments, where each group included segments that were shaped alike. In order to determine relationships between particular segments of roads and paths, 15 examples of roads were found that in their arrangement followed the pattern of slope catena. In order to determine the present day dynamics of shape transformations occurring within hollow ways, repetitive geodetic measurements were performed at 19 cross-sections between 2004 and 2008. A decrease in depth was observed only in 6 out of 19 cross-sections, which means that accumulation was the principal process shaping local relief and equaled 0.02- 1.98 cm*year-1. The remaining cross sections mostly showed signs of further deepening of hollow ways, progressively cutting into the ground below at an average rate of 0.08-4.13 cm*year-1 due to changes in the intensity of land use.
Article
The study on bedload transport was conducted on the gravel-bed Scott River catchment with a glacial alimentation regime, located in the NW part of the Wedel Jarlsberg Land (Spitsbergen) with subpolar climatic conditions. In the melt season of 2010, bedload transport rate was continuously monitored at 24-hour intervals by means of four River Bedload Trap devices aligned across the width of the channel. The maximum bedload transport rate varied strongly at portions of the cross section from 16 to 152 kg m− 1 d− 1 in cross-profile I (c-p I) and 4 to 125 kg m− 1 d− 1 in cross-profile II (c-p II). The maximum channel-mean bedload transport rate (qa) amounted to 54 kg m− 1 d− 1 (c-p I) and 35 kg m− 1 d− 1 (c-p II). Mean daily bedload discharge (Qb) was estimated at a level of 97 kg day− 1 (c-p I) and 35 kg m− 1 d− 1 (c-p II), and the total bedload yield was determined at approx. 4345 kg in the measurement period (2086 kg — c-p I; 2203 kg — c-p II from 13.07 to 10.08). The analysis of the relationship between channel-mean bedload transport rate and water velocity or shear stress revealed a significant value of the correlation coefficient (R2 = 0.6). Discharge and rate of bedload transport were dependent on the weather and number of days with flood discharge. Approx. 58% of the entire discharged bedload was transported during 3 violent ablation–precipitation floods. Bedload grain size distribution was right-skewed and showed moderate sorting.
Article
Anthropogenic modification of forests has often decoupled streams from riparian ecosystems and altered natural wood recruitment processes. Extensive research has shown that large wood significantly impacts channel dynamics, especially in small and intermediate sized forested streams where wood pieces are similar in length to channel width, and many stream rehabilitation efforts now involve the addition of large wood to streams. The primary objective of this research is to investigate the relation between large wood and reach scale channel morphology and hydraulics using a physical model, in order to better inform stream rehabilitation programs and future modeling efforts. Four experiments, each comprising numerous five hour runs, were conducted using a Froude-scaled stream table with wood loads scaled to 0 m3/m2, 0.011 m3/m2, 0.016 m3/m2, and 0.022 m3/m2. The addition of large wood significantly decreased the reach-averaged velocity in all experiments, and was associated with decreased sediment transport and increased sediment storage in the reach. Increases in bed and water surface slope compensated for the loss of energy available to transport sediment, and enabled the system to reach a new steady state within the equivalent of 6 to 9 years. Adding wood increased pool frequency, as well as the variability in cross-sectional depth, while causing the reach to undergo a transition from a plane-bed to a riffle-pool morphology. Retention of fine sediment increased the availability of fish spawning substrate, while increased water stage improved connectivity between the channel and the floodplain. The changes in habitat complexity were generally related to the wood load added to the reach, but were also dependent on the orientation and arrangement of the pieces. These results demonstrate that wood may exert a primary control on channel morphodynamics and the availability of aquatic habitat in intermediate sized streams, and suggest that the benefits from stream rehabilitation efforts are highly dependent on project scale. The relatively long time needed to realize habitat benefits demonstrates that long term monitoring of rehabilitation projects is necessary.