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Journal Article
Journal: Geology
Published: 28 April 2021
Geology (2021) 49 (8): 931–935.
... fine sediment was transported through ancient rivers. We report results from a series of experiments designed to evaluate how much clay and silt are preserved in sandy riverbed deposits under constant and variable discharge conditions. Our results demonstrate that (1) mud deposits, including drapes...
FIGURES
Journal Article
Published: 01 December 2020
Journal of Environmental and Engineering Geophysics (2020) 25 (4): 581–587.
... revealed by temporal changes in resistivity due to differences in their water holding capacity relative to that of a surrounding matrix of coarser grained soil across changes in recharge. These findings corroborate the role of river-aquifer connectivity and riverbed heterogeneity on localized recharge...
FIGURES | View All (4)
Journal Article
Journal: Geophysics
Published: 09 April 2018
Geophysics (2018) 83 (3): B87–B103.
...%). In our exemplary study from the Fiume Morto silted riverbed at Ostia Antica near Rome, we examined the different approaches of determining as accurate as possible ERT subsurface images by constraining ERT inversion through a priori information taken from vibracore stratigraphies and DP-EC logs. Regarding...
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Series: SEPM Special Publication
Published: 01 January 2011
DOI: 10.2110/sepmsp.100.281
EISBN: 9781565763098
...Introduction Location And Lithological Units Figure 1. Lithology and position of the samples in the Brazos Riverbed section (after G. Keller). Methods Results Mineral Composition Major Elements Table 1. Major-element composition [wt.%] of the sampled layers...
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Series: SEPM Special Publication
Published: 01 January 2011
DOI: 10.2110/sepmsp.100.297
EISBN: 9781565763098
...Introduction Location And Lithological Units Figure 1. Lithology and position of the samples in the Brazos Riverbed section. Samples closely investigated in this study are marked with a hexagon (after G. Keller). Figure 2. SEM images of spherules with corresponding XRF spectra...
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Journal Article
Journal: Geophysics
Published: 30 September 2010
Geophysics (2010) 75 (4): WA135–WA147.
... in South Australia. Snyder et al. (2002) , Allen and Merrick (2003) , and Kelly et al. (2009) report on the development of similar continuously sampling resistivity profiling systems to characterize the conductivity of riverbed sediment systems in the United States and Australia. Amidu and Dunbar...
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Journal Article
Journal: GSA Bulletin
Published: 01 October 1983
GSA Bulletin (1983) 94 (10): 1225–1231.
... was determined to be significantly affected by the size distribution of the riverbed material. For bed particles between 0.3 to 4.2 times the median diameter of the subsurface bed material, d̂ 50 , the average critical dimensionless shear stress, τ̄* ci , is equal to τ̄ * ci = 0.0834 (d i /d̂ 50 ) -0.872...
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(a) Partial aerial image of the Rangel mining site showing a riverbed silted by mining activity. Several sediment extraction points with abandoned gravity separation belts are indicated by red arrows. Production occurs in mining fronts within colluvium and alluvium zones in meander areas. (b) Mining front area with a tailings basin fan. (c) Close-up of C, showing a gravity separation belt and lines of heavy minerals (mainly cassiterite) in the deltaic fan. (d) Seized gold concentration carpet. (e) Tributary river in the headwaters region of the Catrimani River showing a mined and silted zone (above the red line). Gold production is associated with back swamps, active point bars and oxbow lakes. (f) Sampling of sediment and concentration carpet in the gravity separation belt at the Mutum mining site.
Published: 02 May 2025
Fig. 4. ( a ) Partial aerial image of the Rangel mining site showing a riverbed silted by mining activity. Several sediment extraction points with abandoned gravity separation belts are indicated by red arrows. Production occurs in mining fronts within colluvium and alluvium zones in meander
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View of alluvium in the riverbed near the ASK-14 borehole.
Published: 13 June 2024
Fig. 6. View of alluvium in the riverbed near the ASK-14 borehole.
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Example of a discontinuous clay-filled joint at the riverbed.
Published: 13 June 2024
Fig. 18. Example of a discontinuous clay-filled joint at the riverbed.
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Longitudinal riverbed profile of the present Shinano River. The Ohkouzu Diversion Channel diverges from the main stream at approximately 51 km from the Shinano River mouth. The construction of the channel and related weirs have likely affected the riverbed profile at around 50 km from the mouth.
Published: 28 July 2023
Fig. 2 Longitudinal riverbed profile of the present Shinano River. The Ohkouzu Diversion Channel diverges from the main stream at approximately 51 km from the Shinano River mouth. The construction of the channel and related weirs have likely affected the riverbed profile at around 50 km from
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- (a) Braided channel in the Curone riverbed; strike-slopes and cuestas landscape in the background (San Sebastiano Curone). (b) Flat surface characterised by rounded pebbles between Gremiasco and San Sebastiano Curone (c) Sub-flat alluvial plane near the municipal cemetery in San Sebastiano Curone (site 1 in Fig. 4a, 4b). (d) Strike-slope or in the second hypothesis a strath terrace (see discussions and conclusions) located in San Sebastiano Curone historical centre’s surroundings (site 2 in Fig. 4a, 4b) on turbiditic deposits bordered by 30m high scarp.
Published: 01 February 2022
Fig. 8 - (a) Braided channel in the Curone riverbed; strike-slopes and cuestas landscape in the background (San Sebastiano Curone). (b) Flat surface characterised by rounded pebbles between Gremiasco and San Sebastiano Curone (c) Sub-flat alluvial plane near the municipal cemetery in San
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Percentages of hard rocks fluctuating with depth at the riverbed: (a) left-half riverbed; (b) right-half riverbed; (c) the difference of left-right riverbeds. The shadows give the locations of each shear zone identified by borehole image television. Crests and troughs of the percentage curve are identified within the location of each shear zone.
Published: 02 February 2021
Figure 6 Percentages of hard rocks fluctuating with depth at the riverbed: (a) left-half riverbed; (b) right-half riverbed; (c) the difference of left-right riverbeds. The shadows give the locations of each shear zone identified by borehole image television. Crests and troughs of the percentage
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Lithology variation index fluctuates with depth: (a) left-half riverbed; (b) right-half riverbed.
Published: 02 February 2021
Figure 7 Lithology variation index fluctuates with depth: (a) left-half riverbed; (b) right-half riverbed.
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Scheme of placer gold transition: a, Into a riverbed, b, projection of gold onto the valley thalweg and its differentiation depending on its hydraulic size: 1, orebody, 2, angle of metal projection, 3, coarse-grained, 4, medium-grained, 5, fine-grained gold.
Published: 01 November 2020
Fig. 4. Scheme of placer gold transition: a , Into a riverbed, b , projection of gold onto the valley thalweg and its differentiation depending on its hydraulic size: 1 , orebody, 2 , angle of metal projection, 3 , coarse-grained, 4 , medium-grained, 5 , fine-grained gold.
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A) Dry riverbed covered by fluvial crust downstream of Panda waterfall; note the large number of logs encrusted by travertine (April 2015); the water flow is completely intercepted by a system of sinkholes located about one kilometer upstream. B) The Panda waterfall completely dry, December 2015; note the long ice stalactites attached to the hanging wall of the waterfall, adding considerable weight to the waterfall rim, which periodically collapses as demonstrated by the large volume of debris at the foot of the waterfall. C) The Panda waterfall during the flood season, August 2012; note the protruding hanging wall and the large amount of collapsed debris at the foot of the waterfall. D) Photomicrograph of sand travertine debris collected in the riverbed downstream of Swan lake; the grains consist of clotted micrite, coated sparry calcite, and limestone fragments, crossed polars. E) Travertine chips and sand ripples in the riverbed downstream of the Panda waterfall; the fragments are produced by the exposure and degradation of the of older travertine crusts in the riverbed and margins during the dry season from December to May.
Published: 01 March 2017
Fig. 10.— A) Dry riverbed covered by fluvial crust downstream of Panda waterfall; note the large number of logs encrusted by travertine (April 2015); the water flow is completely intercepted by a system of sinkholes located about one kilometer upstream. B) The Panda waterfall completely dry
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A: Median riverbed grain-size values recorded from repeated field surveys of Peinan River (basin II in Fig. 1A; see Figs. 2D–2F); E and F denote location of corresponding gauging stations in Figure 2. B: Schematic illustration of changes in original sediment rating curves (thin solid line) and sediment response after extreme typhoon event (thick solid line), showing shift from threshold (gravel) to live-bed (sand) transport regime. Decrease in b (slope; see text) is thought to reflect different bed mobility and sediment delivery processes, and increase in the K (intercept; see text) is thought to reflect change in volume of sediment delivery to river system.
Published: 01 December 2013
Figure 4. A: Median riverbed grain-size values recorded from repeated field surveys of Peinan River (basin II in Fig. 1A ; see Figs. 2D–2F ); E and F denote location of corresponding gauging stations in Figure 2 . B: Schematic illustration of changes in original sediment rating curves (thin
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Applications of data set. A: Orthomosaic of riverbed surface at hour 176. B: Digital elevation model mosaic of A. C: Orthomosaic grain map of A.
Published: 01 March 2011
Figure 1. Applications of data set. A: Orthomosaic of riverbed surface at hour 176. B: Digital elevation model mosaic of A. C: Orthomosaic grain map of A.
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Riverbed elevation (Z) trends. Average maximum bed elevation is 2.136 m, average median bed elevation is 2.117 m, average minimum bed elevation is 2.078 m. Data are for detrended flume slope; datum is relative to survey design.
Published: 01 March 2011
Figure 2. Riverbed elevation (Z) trends. Average maximum bed elevation is 2.136 m, average median bed elevation is 2.117 m, average minimum bed elevation is 2.078 m. Data are for detrended flume slope; datum is relative to survey design.
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Field photographs of Pt-M and Pt-C layers in Kanhan riverbed. (a) Pseudotachylite zone in pink granite mylonite. Foliation-parallel ‘fault veins’ and small, discordant injection veins are seen. Diameter of the pencil: 1 cm. (b) Close-up view of a folded Pt-M layer, in hand-specimen, showing co-folding of the host mylonite layering. Each black/white rectangle in the scale is 1 cm long. (c) ‘Paired shear’ planes associated with a Pt-C layer. Note the fractured and rotated blocks of foliated host rock between the slip planes. Length of the matchstick: 4 cm. (d) Plano-convex lens of clast-laden melt along a slip plane. Length of the matchstick: 4 cm. (e) Pseudotachylite breccia (central layer of the photograph) in granodiorite mylonite. White arrows indicate stepped fractures that opened in a sinistral sense. Length of the pencil: 14 cm. (f) Close-up of (d) showing anticlockwise rotation of a mylonite fragment and dextral slip on R* shear fracture (arrow). This is consistent with brittle sinistral slip on the host mylonite foliation. Length of the matchstick: 4 cm. Map locations: (a, b, c, d, f) are from the Kanhan River bed south of Lilahidhana, (e) is located on the riverbank near Narayanghat.
Published: 20 August 2008
Figure 5. Field photographs of Pt-M and Pt-C layers in Kanhan riverbed. (a) Pseudotachylite zone in pink granite mylonite. Foliation-parallel ‘fault veins’ and small, discordant injection veins are seen. Diameter of the pencil: 1 cm. (b) Close-up view of a folded Pt-M layer, in hand-specimen