Slope adjustment and integral lifting of Dongfeng Interchange Viaduct

Author(s):  
Y.W. Zhao
Keyword(s):  
2016 ◽  
Author(s):  
C. Orru ◽  
A. Blom ◽  
W.S.J. Uijttewaal

Abstract. Armor breakup and reformation was studied in a laboratory experiment using a trimodal mixture composed of sand and gravel. The armor was formed in the initial stage of the experiment under conditions without sediment supply. Higher flow conditions led to the breakup of the mobile armor and the reformation of a new coarser armor. The breakup initially induced a fining due to the exposure of the finer substrate, which was accompanied by a sudden increase of the local sediment transport rate, followed by the formation of an armor that was coarser than the initial one. The reformation of the armor was due to the supply of coarse material from the upstream degrading reach and the presence of gravel in the original substrate sediment. Provided that the gravel supply from upstream suffices for armor reformation, armor breakup enables slope adjustment such that the new steady state is closer to normal flow conditions.


1985 ◽  
pp. 107-122 ◽  
Author(s):  
U. J. Winter ◽  
D. W. Behrenbeck ◽  
B. Candelon ◽  
M. Höher ◽  
Th. Brill ◽  
...  

2004 ◽  
Vol 27 (3) ◽  
pp. 405-407 ◽  
Author(s):  
JACOB H. RUITER ◽  
MICHAEL J. BARRETT ◽  
LOES WETELING ◽  
RIK JANSEN

Soil Research ◽  
2003 ◽  
Vol 41 (8) ◽  
pp. 1489 ◽  
Author(s):  
G. J. Sheridan ◽  
H. B. So ◽  
R. J. Loch

Numerous studies in the last 60 years have investigated the relationship between land slope and soil erosion rates. However, relatively few of these have investigated slope gradient responses: (a) for steep slopes, (b)�for specific erosion processes, and (c) as a function of soil properties. Simulated rainfall was applied in the laboratory on 16 soils and 16 overburdens at 100 mm/h to 3 replicates of unconsolidated flume plots 3 m long by 0.8 m wide and 0.15 m deep at slopes of 20, 5, 10, 15, and 30% slope in that order. Sediment delivery at each slope was measured to determine the relationship between slope steepness and erosion rate. Data from this study were evaluated alongside data and existing slope adjustment functions from more than 55 other studies from the literature. Data and the literature strongly support a logistic slope adjustment function of the form S = A + B/[1 + exp (C – D sin θ)] where S is the slope adjustment factor and A, B, C, and D are coefficients that depend on the dominant detachment and transport processes. Average coefficient values when interill-only processes are active are A –1.50, B 6.51, C 0.94, and D 5.30 (r2 = 0.99). When rill erosion is also potentially active, the average slope response is greater and coefficient values are A –1.12, B 16.05, C 2.61, and D 8.32 (r2 = 0.93). The interill-only function predicts increases in sediment delivery rates from 5 to 30% slope that are approximately double the predictions based on existing published interill functions. The rill + interill function is similar to a previously reported value. The above relationships represent a mean slope response for all soils, yet the response of individual soils varied substantially from a 2.5-fold to a 50-fold increase over the range of slopes studied. The magnitude of the slope response was found to be inversely related (log–log linear) to the dispersed silt and clay content of the soil, and 3 slope adjustment equations are proposed that provide a better estimate of slope response when this soil property is known. Evaluation of the slope adjustment equations proposed in this paper using independent datasets showed that the new equations can improve soil erosion predictions.


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