Based on laboratory experiments, Pouliquen (1999) uncovered a universal scaling law for the average velocity v of homogeneous flows of spherical grains down rough inclines [1]: , where g is the gravitational acceleration, h the flow thickness, and h_s(θ) the thickness below which the flow stops depending on the inclination angle θ. Today, this so-called “flow rule” is well established in the field and has served as a critical test for continuum granular flow models [2]. However, based on more accurate measurements for granular materials composed of either spherical or non-spherical grains, Börzsönyi and Ecke (2007) found and pointed out that this revised flow rule was predicted by a two-dimensional granular kinetic theory [3, 4]. In addition, for non-spherical grains, they noticed deviations from this rule at large h/h_s. Both Pouliquen and Börzsönyi and Ecke assumed that the granular flows in their experiments were steady.

Here, we report on new systematic experiments for granular materials composed of spherical glass beads, different kinds of non-spherical sands, and grain-size-equivalent mixtures of these. Their careful analysis reveals a new grain-shape-dependent flow rule that resolves the above contradictions in the current literature and provides quantitative evidence for the statement that the deviations observed by Börzsönyi and Ecke can be attributed to the flows not having reached the steady state.

[1] Pouliquen O. Scaling laws in granular flows down rough inclined planes[J]. Physics of fluids, 1999, 11(3): 542-548.

[2] Kamrin K, Henann D L. Nonlocal modeling of granular flows down inclines[J]. Soft matter, 2015, 11(1): 179-185.

[3] Börzsönyi T, Ecke R E. Flow rule of dense granular flows down a rough incline[J]. Physical Review E, 2007, 76(3): 031301.

[4] Jenkins J T. Dense shearing flows of inelastic disks[J]. Physics of Fluids, 2006, 18(10).

How to cite: Wu, Y., Guo, Z., Pähtz, T., and He, Z.: Flow rule for unsteady flows of spherical and non-spherical grains down rough inclined planes, EGU General Assembly 2024, Vienna, Austria, 14–19 Apr 2024, EGU24-16292, https://doi.org/10.5194/egusphere-egu24-16292, 2024.

The mechanics of geophysical granular flow has been widely studied using spherical particles. However, natural granular materials are nearly always non-spherical, and a fundamental understanding of how particle shape affects the dynamics of granular flow remains elusive. Here, we use the discrete element method to simulate dense granular flows down a rough incline with systematically varied particle elongation (indicated by the length-to-diameter aspect ratio, AR). For each value of AR, we first determine the well-known h_stop curve delimiting no-flow and steady flow regimes and then carry out steady flow simulations above the h_stop curve to extract Pouliquen’s flow rule relations between the Froude number (Fr=u/(gh)^0.5) and the normalized flow thickness h/h_stop, where u is the mean flow velocity, h is the flow thickness and g is the gravitational acceleration. Our results show that the Fr-h/h_stop relations have a nonlinear dependence on AR (data collapse is not immediately achieved). Next, we analyze the statistics of particle orientation during the flow using a microscopic order parameter and find that more elongated particles tend to align better along a certain orientation, thus hindering the particle rotation. The dependence of the measured order parameter on AR seems to explain the trend in the Fr-h/h_stop relations, but further investigations are needed to quantitatively connect this micromechanical understanding with the macroscopic flow behaviors. Finally, the effects of other shape parameters, such as particle flatness and angularity, will be studied to draw a fuller picture of how the particle shape affects the mobility of geophysical granular flows.

How to cite: Jing, L. and Liu, J.: Effects of particle elongation on dense granular flows down a rough inclined plane, EGU General Assembly 2024, Vienna, Austria, 14–19 Apr 2024, EGU24-9977, https://doi.org/10.5194/egusphere-egu24-9977, 2024.

Granular flow down a rough incline is a typical model case for geophysical mass flows. For insufficiently rough inclines, a strongly sheared basal layer can form below the less agitated bulk layer due to basal slip and particle collisions. However, the thickness and kinematic characteristics of the basal layer has not been well understood. Here, discrete element method (DEM) simulations are carried out to investigate the effects of base roughness on various kinematics profiles (i.e., velocity, shear rate and granular temperature) of the basal layer. The base roughness is varied systematically from geometrically smooth (i.e., a flat frictional plane) to moderately and sufficiently rough (formed by a layer of stationary particles). The base roughness is quantified by a dimensionless parameter, R_a, varying from 0 to 1, which has previously been found to control the transition from slip to non-slip regimes at around R_a=0.6. The present results show that, when basal slip occurs, the velocity profile deviates from the standard Bagnold’s profile, with an apparent basal slip and a basal layer where particles are highly agitated. The thickness of the basal layer, the slip velocity, and the level of velocity fluctuations (granular temperature) in the basal layer are all controlled by R_a. Intriguingly, the thickness of the basal layer, which is about several particle diameters, is insignificantly affected by other simulation conditions including the flow thickness and slope angle. Finally, the velocity profile is accurately described by a semi-empirical function based on the strong association between granular temperature and shear rate. Future work will focus on the rheology of the basal layer, which will potentially lead to more accurate predictions of geophysical granular flows.

How to cite: Wang, T., Jing, L., and Kwok, F.: Formation and Kinematics of Basal Layer in Granular Flows Down Smooth and Rough Inclines, EGU General Assembly 2024, Vienna, Austria, 14–19 Apr 2024, EGU24-9106, https://doi.org/10.5194/egusphere-egu24-9106, 2024.

Particle-size segregation is a widespread process that affects granular materials. Under the influence of gravity and shear, particles segregate into distinct regions according to their size. To date, most experimental investigations have studied granular flows induced by gravity and shear. Less studied is the special case where the granular material is segregated under convection. We are concerned with this particular case. We conducted experiments by shearing bi-dispersed granular mixtures in an annular shear cell. Refractive-index matching (RIM) was achieved between particles and the surrounding fluid, which made it possible to visualize the granular flow when illuminated by a laser sheet. We reconstructed the particle spatial arrangement by applying the Hough Transformation to a continuous series of scans. Both axial and radial segregation was observed in experiments, i.e., small particles tended to percolate downwards and accumulated radially to the center region, while large particles were squeezed upwards and gathered in the exterior region. We found that axial segregation was related to gravity and shear, while the radial convection was related to the shear and convection. Solids volume fractions were computed as a function of time from three-dimensional scans of granular mixtures, from which segregation velocity was then derived. The experimental data provides interesting insights into segregation produced simultaneously in two directions.

How to cite: Chen, Y., Ancey, C., and Gray, N.: Segregation of granular mixtures in an annular shear cell under shear, gravity, and convection, EGU General Assembly 2024, Vienna, Austria, 14–19 Apr 2024, EGU24-9650, https://doi.org/10.5194/egusphere-egu24-9650, 2024.

Debris flows are classical two-phase flows that can be enhanced by entraining multi-grain sizes of sediments from the bed as they rush down steep slopes, in which particle segregation is related to assessing the potential hazards. However, understanding the characteristics and fluid-particle interaction mechanisms remains challenging. Here an existing depth-averaged two-phase continuum flow model is further improved by incorporating the effects of pore-fluid pressure and bed sediment conditions on erosion. To demonstrate its reliability, we compare numerical solutions with measurements of thickness, front location, and bed deformation in two sets of USGS large-scale experimental debris flows over erodible beds. The following physical understandings are obtained. First, the positive effects of pore-fluid pressure and coarse bed materials on erosion rates are numerically reproduced. Moreover, an additional mechanism for this phenomenon has been revealed. Specifically, debris flows on steep slopes are likely to fall into a high shear stress regime, under which conditions the sediment transport capacity always takes a maximum value and is independent of the sediment size. Therefore, the sediment settling velocity that is proportional to the sediment size affects the erosion rate directly. Second, we probe into the non-dimension number and energetics of the debris flows to find it necessary to incorporate water-sediment and particle-particle interactions into reproducing the debris flow processes. Third, two kinds of mechanisms for particle size coarsening in the head region of the debris flow are resolved: on the one hand, they can be incorporated and retained there if the debris flow acquires sediment from the bed in transit due to considering the hiding/exposure mechanisms and on the other hand, they can migrate to the head by preferential transport. Furthermore, a series of idealized tests were conducted to explore the factors contributing to the segregation of particles within a debris flow. The longitudinal particle segregation was reproduced by incorporating the shear-induced non-uniform vertical distributions of velocity and sediment concentrations, the visco-inertial rheology, as well as the grain-size heterogeneity into the modelling. Sensitive analysis shows that the transport of fine particles is more inhibited by the interaction of the flow, contributing to the larger transportation velocity of the coarse particle. We further observed that the water content, the slope, and the particle size would have positive effects on the longitudinal size segregation in the head region, contrasting with the negative effects of the flow viscosity. These factors affecting the segregation ratio are attributed to the changes in the ratio of the Reynolds Number of the flow between fine and coarse particle.

How to cite: Hu, P., Lyu, B., Li, J., Li, W., and Cao, Z.: Numerical investigation about propagation characteristics and hydro-sediment-morphodynamic interactions of multi-sized debris flow with a two-phase continuum model, EGU General Assembly 2024, Vienna, Austria, 14–19 Apr 2024, EGU24-4798, https://doi.org/10.5194/egusphere-egu24-4798, 2024.

Investigating the stability of river bedforms is essential for understanding their occurrence and evolution over time. Whereas the formation of ripples and dunes has been extensively studied [1, 2], little is known about antidune stability in the early stages. Our research aims to fill this gap by focusing on antidune incipience in gravel-bed streams under low submergence conditions. Based on Vesipa et al. (2014), who distinguished between convective and absolute instabilities of bedforms [3], we investigated the behavior of the antidunes in the early stages of their formation. We conducted experiments in a narrow flume and studied how key flow factors (e.g., the Froude number, relative submergence, and initial perturbation) affect antidune dynamics. By filming the bed evolution from the sidewall, we determined the antidune wavelength and amplitude as a function of space and time in order to provide empirical insights that complement the theoretical framework.

[1] Colombini, M., and Stocchino, A. (2011). Ripple and dune formation in rivers. Journal of Fluid Mechanics, 673, pp. 121-131.

[2] Fourrière, A., Claudin, P., and Andreotti, B. (2010). Bedforms in a turbulent stream: formation of ripples by primary linear instability and of dunes by nonlinear pattern coarsening. Journal of Fluid Mechanics, 649, pp. 287-328.

[3] Vesipa, R., Camporeale, C., Ridolfi, L., and Chomaz, J. M. (2014). On the convective-absolute nature of river bedform instabilities. Physics of Fluids, 26, 124104

How to cite: Farazande, S., Pascal, I., and Ancey, C.: Instability of Antidune Incipience under Low Submergence Conditions , EGU General Assembly 2024, Vienna, Austria, 14–19 Apr 2024, EGU24-3160, https://doi.org/10.5194/egusphere-egu24-3160, 2024.

We conducted a series of laboratory experiments to investigate the impact of vegetation on bedload transport rates depending on submergence. In the experiments, we used aluminum rods to simulate rigid vegetation, with vegetation submergence ratios (i.e., the ratio of water depth to vegetation height) ranging from 1 to 2. The bedload transport rates were measured by collecting sediment at the end of the vegetated area. The findings indicate that, with a constant bulk-averaged flow velocity, bedload transport rates decrease as the submergence ratio increases. This decrease is attributed to changes in the flow velocity distribution resulting from the flow resistance exerted by submerged vegetation. Indeed, water flows more easily through the top of the vegetation, and concurrently water velocity decreases significantly in the bottom region occupied by the vegetation. Building upon the phenomenological theory of turbulence, we propose a hydraulic radius-based method for estimating bed shear stress by incorporating the submergence ratio effect. This model enables the application of Cheng’s (2002) bedload formula, originally developed for bare beds, to predict bedload transport rates in both emergent and submerged vegetated flows. The present model, calibrated with a single parameter from experimental data, exhibited an average relative error of about 400% when validated with using experimental data (275 data in all) from our study and the relevant literature.

How to cite: Lu, Y., Cheng, N.-S., Wei, M., and Ancey, C.: Vegetation Submergence Effects on Bedload Transport Rate, EGU General Assembly 2024, Vienna, Austria, 14–19 Apr 2024, EGU24-9559, https://doi.org/10.5194/egusphere-egu24-9559, 2024.

Grain transport by saltation is involved in numerous geophysical phenomena such as wind-blown sand, snow drift, aeolian soil erosion, dust emission, etc. Particle impacts on a granular bed trigger rebound and ejections processes, which can lead in certain conditions to a steady state of solid transport. The present work is dedicated to the analysis of the impact processes at the grain scale, with the objectives of inferring robust statistical laws and better understanding granular transport, accounting for the possible role played by adhesion between the grains.

The study is based on numerical simulations with the DEM (Discrete Element Method). The numerical experiments consist in throwing a spherical particle on a granular packing with controlled velocity (Froude number between 0 and 200) and impact angle (between 10° and 90°). The contact model (friction, cohesion) between the grains is varied to represent different types of granular materials (e.g., dry sand, wet sand, snow).
We investigated the influence of incident parameters on the impact process, focusing on the incident particle rebound and on the number and velocities of ejected particles. For non-cohesive granular beds, the simulations were compared to laboratory experiments of impacts of spherical particles on granular packings in order to validate the model . In particular, the restitution coefficient of the incident particles and the number of ejected particles were found in good agreement with experimental results. The simulations also give access to quantities that cannot be easily measured in the experiments. Hence, we could observe an anisotropy of ejected particles velocities for grazing impact angles, which is more pronounced when the incident velocity decreases.
Preliminary results concerning cohesive granular beds will also be presented, considering contact laws representative of liquid (capillary) and solid cohesion processes. Effect of cohesion on the number of ejected particles, and energy dissipation processes within the cohesive granular beds, will be discussed.

How to cite: Mahjoub-Bonnaire, P., Bourrier, F., Oger, L., and Chambon, G.: Modeling particle impacts on granular media for the analysis of aeolian saltation, EGU General Assembly 2024, Vienna, Austria, 14–19 Apr 2024, EGU24-15069, https://doi.org/10.5194/egusphere-egu24-15069, 2024.

Most aeolian sand transport models incorporate a so-called splash function that describes the number and velocity of particles ejected by the splash of an impacting particle. It is usually obtained from experiments or simulations in which an incident grain is shot onto a static granular packing. However, it has recently been discovered that, during aeolian sand transport, the bed cannot be considered as static, since it cannot completely recover between successive impacts. This led to a correction of the splash function accounting for cooperative effects [1], which were shown to be responsible for an anomalous third-root scaling of the sand flux with the particle-fluid density ratio s, observed in discrete-element-method-based simulations of aeolian sand transport across six orders of magnitude of s [2]. The model by [1] represents the aeolian transport layer by two species: high-energy saltons that eject low-energy reptons upon impact. While it quantitatively captures measurements and the simulated sand flux scaling, it does not recover the scaling laws of the simulated transport threshold and vertical flux at the bed. Here, we improve the model by [1] by means of a three-species saltation model. The additional species, called leapers, represent the fastest reptons, ejected by saltons in rare extreme ejection events. Together, saltons and leapers quantitatively reproduce the threshold and sand flux scaling behaviors, whereas reptons are predominantly responsible for the vertical bed surface fluxes seen in the simulations.

[1] Tholen, Pähtz, Kamath, Parteli, Kroy, Anomalous scaling of aeolian sand transport reveals coupling to bed rheology, Physical Review Letters 130 (5), 058204 (2023). https://doi.org/10.1103/PhysRevLett.130.058204

[2] Pähtz, Durán, Scaling laws for planetary sediment transport from DEM-RANS numerical simulations, Journal of Fluid Mechanics 963, A20 (2023). https://doi.org/10.1017/jfm.2023.343

How to cite: Chen, Y., Pähtz, T., Tholen, K., and Kroy, K.: A three-species model of aeolian saltation incorporating cooperative splash, EGU General Assembly 2024, Vienna, Austria, 14–19 Apr 2024, EGU24-19002, https://doi.org/10.5194/egusphere-egu24-19002, 2024.

Offshore tidal sand waves on the sandy bed of shallow continental shelf seas are more three-dimensional (3D) in some places than others, where 3D refers to a pattern that shows variations in three spatial directions. These sand waves often display meandering, splitting, or merging crestlines. The degree of three-dimensionality seems to vary especially when large-scale bedforms, such as tidal sand banks, are present underneath the sand waves. Understanding this behavior is important for offshore activities, such as offshore wind farm construction or the maintenance of navigation channels. In this study, the degree of three-dimensionality of sand waves at five sites in the North Sea is quantified with a new measure. Results show that tidal sand waves on top of tidal sand banks are more two-dimensional (2D) than those on bank slopes or in open areas. Numerical simulations performed with a new long-term sand wave model support these differences in sand wave patterns. The primary cause of these differences is attributed to the deflection of tidal flow over a sand bank, which causes sand wave crests to be more aligned with the bank at its top than at its slopes. It is subsequently made plausible that the different patterns result from the competition between two known mechanisms. These mechanisms are nonlinear interactions between sand waves themselves (SW-SW interactions) and nonlinear interactions between sand banks and sand waves (SB-SW interactions). On bank tops, SB-SW interactions favor a 2D pattern, while SW-SW interactions, which produce a 3D pattern elsewhere, are less effective.

How to cite: Nnafie, A., Krabbendam, J., Borsje, B., and de Swart, H.: Background Topography Affects the Degree of Three-Dimensionality of Tidal Sand Waves, EGU General Assembly 2024, Vienna, Austria, 14–19 Apr 2024, EGU24-12742, https://doi.org/10.5194/egusphere-egu24-12742, 2024.

The transition of supercritical turbidity-current bedforms has been studied in the flume experiments and outcrops, whereas similar bedform transitions in deep-sea cases are rare. To better understand the mechanism behind bedform transitions in natural environments, we investigated the tempo-spatial transition of supercritical turbidity-current bedforms in the lower continental slope to abyssal plain in the northeastern South China Sea, by high-quality single-channel seismic data analysis coupled with simple numerical modeling. Quaternary bedforms were delineated at >3400 m water depth, covering an area of ~20000 km². These bedforms are characterized by long wavelength (0.4-5 km), low wave height (1-15 m), and large aspect ratio (80-730), which are identified as supercritical-flow bedforms. Four types of bedforms were further identified based on the morphology and internal structure, which are (I) upslope-migrating cyclic steps characterized by asymmetrical morphology with thick backsets and long wavelength; (II) upslope-migrating antidunes (UMAs) featured by nearly symmetrical morphology and relatively short wavelength; (III) downslope-migrating antidunes (DMAs) typified by gentle and sigmoid foresets and large aspect ratios; (IV) upper-stage plane beds (UPBs) consisting of low-relief wavy to subhorizontal reflections. Slope variations are highlighted to induce flow energy changes and facilitate bedform transitions. A slight slope decrease from 0.5 to 0.1° and 0.3 to 0.1-0.2° would respectively lead to the transition from UMAs to UPBs and from cyclic steps to UMAs, due to the hydraulic jump and flow acceleration. In contrast, an increased slope from 0.1 to 0.2° can contribute to the transition from UMAs to cyclic steps or DMAs by re-accelerating flows. Over time, the bedforms evolve from DMAs to UMAs and cyclic steps with growing wavelengths and wave heights, possibly caused by the inherited development of bedforms and increasing aggradation rates linked with progressively rising Taiwan uplifting rates. These bedforms consist of three contiguous fields fed by inter-seamount pathways and Manila Trench, comprising a supercritical-flow submarine fan apron that is far from the shelf edge and lacks submarine channels. This research was supported by the National Key Research and Development Program of China (Grant Number 2022YFF0800503).

How to cite: Wang, B., Zhong, G., Wang, L., and Kuang, Z.: How do supercritical turbidity-current bedforms transition? Insights from seismic data interpretation in the South China Sea, EGU General Assembly 2024, Vienna, Austria, 14–19 Apr 2024, EGU24-11293, https://doi.org/10.5194/egusphere-egu24-11293, 2024.

Consecutive floods combined with hyperconcentrated floods and moderate/low sediment-laden floods have always been observed in the Lower Yellow River (LYR) characterized by complex channel-floodplain systems of alternated meandering and straight segments. Interactions between those floods and sophisticated morphological segments are much more complicated than normal low-sediment laden rivers of relatively simple geometry. In this regard, we numerically investigate the 92.8 consecutive floods in the natural channel-floodplain reach of Xiaolangdi-Jiahetan in the LYR by deploying a 2-D depth-averaged fully coupled morphological model. The major focus includes (1) the unusual phenomenon of downstream peak discharge increase and (2) the different hydro-morphodynamic behaviors between meandering and straight channel-floodplain systems. For the former, the peak discharge increase of hyperconcentrated floods could be satisfactorily reproduced when the effects of bed roughness reduction and bed deformation are considered simultaneously. For the latter, the water-sediment exchange between channels and floodplains is relatively strong in hyperconcentrated floods and exhibits distinct features in meandering and straight segments. The straight one is featured by lateral channel-floodplain diffusion while the meandering one is characterized by the transition from lateral diffusion at the meander apex to streamwise advection. Consequently, the deposition at the meanders (especially on the floodplains) is much larger than that at the straight reach floodplains resulting in a remarkable uneven deposition pattern along the streamwise direction.

Key words: Lower Yellow River; Hyperconcentrated floods; Channel-floodplain interactions; Morphological modelling; Sediment transport

Acknowledgements: National Natural Science Foundation of China (No. 12272349, 52339005).

How to cite: Li, W., Zhu, L., and Hu, P.: Modelling interactions between consecutive floods and channel-floodplain systems in the Lower Yellow River, China, EGU General Assembly 2024, Vienna, Austria, 14–19 Apr 2024, EGU24-7028, https://doi.org/10.5194/egusphere-egu24-7028, 2024.

The study of the geomorphic dynamics of consecutive bends in Yangtze River under controlled conditions, i.e., the regulated water and sediment process, and the bank protection project, contributes to the further understanding of the meandering river theory. In this study, by combining the topographic data and remote sensing data, the morphological adjustment of typical consecutive bends in Yangtze River in response to upstream damming are analyzed. The results show that during 2006-2021, the riverbed is scoured generally. The consecutive bends are generally characterized by inner-bank scouring and outer-bank sedimentation. Besides, the evolution of the front and back bends shows good correlation, and the longer the length of the transition section, the weaker the correlation between the evolution of the front and back bends. The results of the study may serve as a rational reference for managing natural meandering rivers with multiple hydrological, geomorphological, and ecological goals.

How to cite: He, X. and Yu, M.: The morphological adjustment of typical consecutive bends in Yangtze River in response to upstream damming, EGU General Assembly 2024, Vienna, Austria, 14–19 Apr 2024, EGU24-15932, https://doi.org/10.5194/egusphere-egu24-15932, 2024.

In Nepal, urbanization has significantly accelerated since 2017 due to the conversion of numerous rural administrative units into urban ones by the government. This trend is particularly pronounced in the Kathmandu Valley where development is taking place on a large scale, including the building of four smart satellite cities, an outer ring road and river corridor roads flanked by green belts. The result is increased urban sprawl, river channelization, and floodplain encroachment, accompanied by sand and gravel mining activities. Many embankments have been constructed for flood protection along the rivers in the Kathmandu valley, including the Nakkhu River. However, the increasing number of settlements in low-lying floodplain areas and associated infrastructure damage caused by overtopping, breaching, or seepage of embankments, raise questions about the long-term sustainability of embankments as a solution to prevent future floods.

Using numerical simulations in a coupled hydrodynamic and landscape evolution model, CAESAR-Lisflood, we investigate how such embankments affect sediment transport, channel geometry, conveyance capacity, and flood inundation along the Nakkhu River. Each simulation is based on a high-resolution digital elevation model (2 m pixels, acquired in 2019-2020). Input sediment grain sizes are derived from field measurements, and we drive the model for different flood scenarios using maximum daily discharge data provided from the Department of Hydrology and Meteorology, Nepal.

The results suggest that changes in channel geometry caused by sedimentation increase flood risk downstream, particularly where embankments have been built to replicate sinuous channel courses. Inundation area is significantly higher in a scenario that includes sediment transport compared to a flood event modelled without sediment. It is recommended that sediment transport analysis be undertaken in the routine design of embankments and planned developments for river floodplains to minimize flood risk. Our study indicates that the construction of embankments alone may not provide sustainable long-term protection against future floods in rivers carrying high sediment loads.

Keywords: River embankment; Sediment transport; River morphology; Flood modelling; Nepal

How to cite: Thapa, S., Sinclair, H. D., Creed, M. J., Mudd, S. M., Attal, M., Borthwick, A. G. L., and Ghimire, B. N.: Impact of sediment transport on newly constructed embankments and flooding in the Nakkhu River, Kathmandu, Nepal, EGU General Assembly 2024, Vienna, Austria, 14–19 Apr 2024, EGU24-9765, https://doi.org/10.5194/egusphere-egu24-9765, 2024.

A spur dike is an elongated artificial structure with one end on the bank of a stream and the other end projecting into the current, and it is the most cost-effective river training structure that can be built at the channel’s banks. A series of spur dikes are usually more efficient in stabilizing the alluvial shores, whereas single spur dikes alter the local field. Thus, analyzing the local scour phenomena surrounding hydraulic structures in rivers is crucial to minimize the hazard of foundation collapse.

Therefore, experiments have been conducted to study the phenomenon of local scouring around the series of repelling spur dikes under clear water conditions, analysis of flow behavior & alterations in the morphology of sediment bed, and turbulent fluctuation. The inclination angle of the non-submerged spur dike with the vertical wall was kept 60⁰ during the study in the straight rectangular flume of length, width, and depth are 15 m, 0.91 m, and 0.70 m. While the projected length of spur dikes was 1/5 of the width of the channel, and the spacing between spur dikes was 2.5 * the projected length of spur dike. In laboratory experiments, the flow velocities and bed deformation around the series of repelling spur dikes were measured using an Acoustic Doppler velocimeter, a high-resolution laser displacement meter, and a point gauge.

The test section consists of uniform sediment particles, the experiment was initiated with a leveled sediment bed, and a scouring phenomenon was observed throughout the experiment at the head, middle, and end of each spur dike in the u/s and d/s. The 3D velocity measurement is done at the head of the spur dike from u/s of the first spur dike till downstream of the third spur dike. Velocity measurements provide information on dominant agents responsible for the local scour.

It was concluded that the maximum depth of the scour hole 14.47 cm at 1^st spur dike head. Digging and siltation was a cyclic process till equilibrium was achieved during the experiment, and the flow was classified as subcritical and turbulent. The approaching flow has less strength between the 1^st and 2^nd spur dike as it moves upward mostly in the top section.  The negative values of  over some length was observed in the scoring zone near the bed. While comparing the value of non-dimensional Reynolds Shear Stress -u^’v^’/u_*²,  -u^’w^’/u_*²,  -v^’w^’/u_*², it was observed that -u^’w^’/u_*², had a much greater both positive and negative value compared to the other. The Turbulent Kinetic Energy distribution shows that there is relatively more turbulence surrounding the 1^st spur dike.

How to cite: Kumar, S. and Hanmaiahgari, P. R.: Experimental modelling of local scour phenomenon at a series of repelling emergent spur dikes , EGU General Assembly 2024, Vienna, Austria, 14–19 Apr 2024, EGU24-17522, https://doi.org/10.5194/egusphere-egu24-17522, 2024.

Determination of flood magnitude and shape characteristics are necessary to provide a more complete assessment of flood severity and its impact in scour development analysis. Our recent research has focused on a joint distribution approach to account for the multivariate nature of flood characteristics, resulting in probability of occurrence of different pairs of flood variables: flood peak (Q), volume (V) and duration (D). To extend the results of this research, a method for deriving a design hydrograph is applied to the study area by using the typical hydrograph method. As it is recommended to test multiple scenarios in a scour analysis, different typical flood hydrographs were selected at several gauging stations on the Sava and Drava rivers in Croatia and multiplied by the design discharge values. The aim of this study is to complement the ongoing research of the relationship between climate change indicators, flood wave characteristics and scour development next to the bridges crossing large rivers in Croatia with installed scour countermeasures by preparing hydrological input data for a hydraulic scour analysis.

How to cite: Lacko, M., Potočki, K., Škreb, K. A., Bezak, N., and Gilja, G.: Typical design hydrograph method based on a joint distribution approach combining flood peak discharge, volume and duration, EGU General Assembly 2024, Vienna, Austria, 14–19 Apr 2024, EGU24-17681, https://doi.org/10.5194/egusphere-egu24-17681, 2024.