Defining phases of bedload transport using piecewise regression     

Sandra E. Ryan  Laurie S. Porth  C. A. Troendle 《地球表面变化过程与地形》2002,27(9):971-990

Differences in the transport rate and size of bedload exist for varying levels of flow in coarse‐grained channels. For gravel‐bed rivers, at least two phases of bedload transport, with notably differing qualities, have been described in the literature. Phase I consists primarily of sand and small gravel moving at relatively low rates over a stable channel surface. Transport rates during Phase II are considerably greater than Phase I and more coarse grains are moved, including material from both the channel surface and subsurface. Transition from Phase I to Phase II indicates initiation and transport of grains comprising the coarse surface layer common in steep mountain channels. While the existence of different phases of transport is generally acknowledged, the threshold between them is often poorly defined. We present the results of the application of a piecewise regression analysis to data on bedload transport collected at 12 gravel‐bed channels in Colorado and Wyoming, USA. The piecewise regression recognizes the existence of different linear relationships over different ranges of discharge. The inflection, where the fitted functions intersect, is interpreted as the point of transition from Phase I to Phase II transport; this is termed breakpoint. A comparison of grain sizes moved during the two phases shows that coarse gravel is rarely trapped in the samplers during Phase I transport, indicating negligible movement of grains in this size range. Gravel larger than about D₁₆ of the channel surface is more consistently trapped during Phase II transport. The persistence of coarse gravel in bedload samples provides good evidence that conditions suitable for coarse grain transport have been reached, even though the size of the sediment approaches the size limits of the sampler (76 mm in all cases). A relative breakpoint (R_br) was defined by the ratio between the discharge at the breakpoint and the 1·5‐year flow (a surrogate for bankfull discharge) expressed as a percentage. The median value of R_br was about 80 percent, suggesting that Phase II begins at about 80 percent of the bankfull discharge, though the observed values of R_br ranged from about 60 to 100 percent. Variation in this value appears to be independent of drainage area, median grain size, sorting of bed materials, and channel gradient, at least for the range of parameters measured in 12 gravel‐bed channels. Published in 2002 by John Wiley & Sons, Ltd.  相似文献   

Effects of Urbanisation on Channel Morphology: The Case of Ekulu River in Enugu, South Eastern Nigeria     

L.K. Jeje  & S.I. Ikeazota 《Singapore journal of tropical geography》2002,23(1):37-51

This study focuses on the effects of urbanisation on the morphology and hydraulic geometry of the Ekulu River in Enugu, southeastern Nigeria. Measurements of channel properties were taken along a 25 km stretch at 45 sites grouped into three sections: section A, upstream of the town (15); section B, within the town (15); and section C, downstream of the town (15). Spatial interpolation techniques were used to predict channel morphometric properties within and downstream of Enugu on the basis of upstream relationships. The independent variable in the analysis was drainage area, used as a surrogate for discharge. In section A, channel parameters increased systematically downstream with basin area. Within the town, channel parameters exhibited sudden dimensional increases. Based on sectoral relationships, measured channel dimensions showed moderate increases above the expected values, with average enlargement ratio indices of 34 per cent, 91 per cent and 65 per cent in width, channel capacity and depth, respectively, between sections A and B. Between B and C the channel exhibited average reduction ratio indices of 21 per cent and 27 per cent in capacity and depth, respectively, and an average enlargement ratio index of 17 per cent in width relative to the expected value. The increase in channel dimension within the town is explained by: (1) the confluence with a third-order tributary; (2) the poorly structured, loose, incoherent and highly erodible channel bank materials; (3) high volumes of runoff generated from the impermeable urban surfaces; (4) urban hydrological routing due to urban drainage; (5) human traffic across the river banks; and (6) the huge volume of garbage and solid wastes dumped into the channel.  相似文献   

风云二号可见光通道噪声分析     

谷松岩 《气象》1998,24(8):26-28

通过空间结构函数分析法,分析了风云二号扫描辐射计可见光通道的噪声。计算结果表明,风云二号扫描辐射计可见光４个通道的噪声水平不完全一样,其中通道１的等效噪声计数值最大,为０．５１,其它３个通道的等效噪声计数值为０．４２￣０．４５。  相似文献   

Seismic facies analysis of Westphalian sequences of the southern North Sea     

David J. Evans  Alan Meneilly  Gordon Brown 《Marine and Petroleum Geology》1992,9(6)

Differing seismic facies are observed from within the Westphalian sequences of the southern North Sea. A review of published synthetic seismograms and seismic data from known coal-bearing basins establishes seismic facies types and their relationships. Similar reflection character is recognized from Westphalian sequences in the southern North Sea and lithologies confirmed by borehole information. Probable sand/silt or clastic-prone Upper Coal Measures (Westphalian C/D) stages and coal-prone Lower and Middle Coal Measures (Westphalian A, B and part C) stages can be defined and mapped, providing information on the regional distribution of source and reservoir rocks and stratigraphic plays. It is suggested that sand-prone channel complexes or clastic dominated areas within the mainly A/B stages can be recognized and mapped, providing information on migration pathways and stratigraphic plays.  相似文献   

Effect of channel bifurcation on residual estuarine circulation: Winyah Bay, South Carolina     

Yong H. Kim  George Voulgaris 《Estuarine, Coastal and Shelf Science》2005,65(4):671-686

The residual circulation pattern of Winyah Bay, the fourth largest estuary on the eastern coast of the US, is examined using stationary and shipborne current measurements during periods of low freshwater discharge. The estuary has a complex morphology with a single channel and narrow banks at the river entrance and the bay mouth, and a bifurcated channel system (main and western channels, respectively) in the middle part that appears to affect the residual circulation.Overall, the upper (single channel morphology) and middle (dual-channel morphology) parts of the estuary exhibit a baroclinic residual circulation. The presence of bifurcated channels in the middle part of the estuary modifies the typical gravitational circulation. The near-bed landward-directed residual flow is stronger in the deeper main channel than the shallower western channel. This is the result of the fact that the magnitude of residual flow scales with the water depth of the channel and it is also influenced by the opposing patterns of channel alignment in the northern and southern junctions. Analytical modeling confirms that the observed residual currents in the upper and middle estuary are density-induced. In the lower estuary, residual flow is directed seaward throughout the water column of the channel while in the adjacent shoals the residual flow is directed landward, suggesting that in contrast to the upper and middle estuary, the residual flow near the mouth is barotropic, controlled by the tides and the channel-bank morphology.  相似文献   

Automated drainage extraction in mapping the Monterey submarine drainage system,California margin     

Lincoln F. Pratson  William B. F. Ryan 《Marine Geophysical Researches》1996,18(6):757-777

Drainage-extraction algorithms traditionally used for extracting river networks and watersheds from gridded land topography are applied to gridded multibeam bathymetry of the mid-California margin. The algorithms are used to automatically map two regional tributary networks of submarine canyons and deepsea channels draining Monterey Bay, the principal conduits of which are Acension and Monterey Canyons. The algorithms reliably map subaqueous drainage areas, but are prone to error in mapping the extent of submarine canyon and channel thalwegs due to operator subjectivity and algorithm limitations. A geomorphic comparison of the Acension and Monterey Canyon networks, with 12 river networks in the continental U.S., illustrates both the potential and weaknesses of using drainage extraction algorithms to analyze sediment pathways in gridded bathymetry.  相似文献   

An experimental study of rip channel flow   总被引：2，自引：0，他引：2  

Nils Drnen  Harshinie Karunarathna  Jrgen Fredse  B. Mutlu Sumer  Rolf Deigaard 《Coastal Engineering》2002,45(3-4)

A laboratory study of the flow over a bar with a single rip channel has been performed. First, the well-known pattern of a bar circulation cell with a strong offshore-directed current out through the rip channel and a weaker onshore-directed return flow over the bar is documented. Then measurements of the three-dimensional structure of the flow in the area where the rip channel, the bar and the trough meet and well inside the rip channel are presented. These measurements reveal that 3D effects play an important role, and that a depth-integrated viewpoint may not always be sufficient for predicting the flow in the near bed region. Particle-tracking experiments illustrate the near bed flow pattern over the entire area. These demonstrate how the overall trajectory pattern changes as a function of the distance of wave breaking from the bar crest: For some conditions, the rip current is fed from the trough and for other conditions it is fed directly from the bar. Both the 3D measurements and the trajectory tests show the existence of a weaker onshore-directed near-bed drift in the area where the rip current ceases. Finally, in a series of sensitivity tests, measurements of the rip current intensity for different wave climate and water level conditions reveal a strong correlation between the rip current intensity and the wave height (both normalized).  相似文献   

Quasi-three-dimensional modelling of the morphology of longshore bars     

N. Drønen  R. Deigaard 《Coastal Engineering》2007

A morphological quasi-three-dimensional (Q3D) area model for barred coasts has been developed. The model combines a two-dimensional depth integrated model for wave-driven currents with a model for undertow circulation currents. The combined model makes a simultaneous simulation of the bar-forming processes associated with the undertow and the horizontal wave-driven circulation currents, which may cause instabilities of the bar and the formation of rip channels. Situations with normal and oblique wave incidence are considered. Compared to the depth integrated approach the Q3D model produces less pronounced alongshore irregularities for obliquely incident waves. For normal incident waves the Q3D model produces a crescentic bar while the depth integrated model predicts almost straight sections of the bar interrupted by rip channels. The sensitivity to variation of wave angle and beach slope is further investigated.  相似文献   

A New Understanding of Channel Patterns and Facies Models of the Shallow Lake Delta Facies of Fuyu Oil Reservoir in Songliao Basin,China     

LI Yanping  CHEN Shumin  SONG Yongzhong  ZHANG Erhua  SHEN Jiagang  ZHENG Jianbin 《《地质学报》英文版》2008,82(3):596-609

In the Fuyu Reservoir of Songliao Basin, there occur a series of well-developed peculiar shallow lake delta facies, which can be divided to such three ones as the upper delta plain subfacies, the lower delta plain subfacies, and the delta front subfacies. Among them the upper delta plain subfacies mainly grows proximal distributary channels; the lower delta plain subfacies mainly grows distal ones. The entire Fuyu Reservoir has mainly developed 7 kinds of distributary channel patterns： proximal/ distal meandering type distributary channels, proximal/distal low-sinuosity type distributary channels, proximal/distal straight type distributary channels, and subaqueous distributary channels. Among these patterns, the proximal and distal meandering type distributary channels have bigger thickness of point bar and better sorting and low content of mud; moreover, they are the major reservoirs and occur in the bottom of Quan-4th member. The sandbars of the subaqueous distributary channels have higher mud content, and serve as the poorer reservoirs, and mainly occur in the top of Quan-4th member.  相似文献   

Medium-term effects of two landsliding episodes on channel storage of sediment   总被引：1，自引：0，他引：1  

Andrew J. Pearce  Alex Watson 《地球表面变化过程与地形》1983,8(1):29-39

Two landsliding episodes between late 1973 and early 1975 delivered about 60000 m³ of sediment to six small deeply incised streams draining a 2·7 km² area. About 4700 m³ of logs in the landslide debris formed major log jams in five streams, which impounded large volumes of landslide-derived sediment. Five years after the landsliding, 42 per cent (25000 m³) of sediment was still in storage behind 35 log jams ranging from 1·4–8·2 m high. The landsliding episodes have produced multi-stepped stream profiles, aggradation of channel reaches up to 150 m long to mean depths between 1·2 and 4·1 m, reductions in gradient, fining of bed material size, and related changes in bedforms and channel width:depth ratios that seem likely to persist for at least several decades. Sediment presently stored behind log jams is equivalent to between 50 and 220 years normal supply of sediment from hillslopes to stream channels. Long-delayed, large magnitude impacts on higher-order channels may occur if sudden failure of log jams is induced by a large storm at some future date.  相似文献