ISWC OpenIR  > 水保所知识产出(1956-2013)
牛耀彬1,2; 高照良1,2; 李永红1,3; 罗珂1; 袁雪红2,4
Source Publication农业工程学报

和17 L/min 4 个放水流量,模拟0.5、1.0、1.5 和2.0 mm/min 雨强条件,对24°、28°和32°共3 个坡度工程堆积体进行冲
9 min 内沟宽和沟深快速发育,沟宽发育宽度占总宽度的57%~90%,沟深发育深度占总深度的38%~73%;2)宽深比
随冲刷延长呈先减小后趋于稳定的变化过程,宽深比在0~27 min 内快速减小,细沟沿流程纵深方向发育的能力减弱,
在27 min 之后保持稳定,最终恒定在0.81~1.48,表明细沟断面形态最终大致呈矩形形状;3)沟宽和沟深均随流量的增

Other Abstract

Recently, infrastructure construction developed rapidly and produced a large amount of engineering accumulation,
which becomes a new critical point of soil and water loss. Particularly, rills formed quickly on the slope of engineering
accumulation under high rainfall intensity and triggered intense soil erosion. Therefore, it is essential to study on the dynamic
process of rill development and its impact on runoff and sediment yield. In this study, scouring-erosion experiments were
conducted on steep slopes of engineering accumulation under different slope gradients (24°, 28° and 32°) with different flow
discharge (5, 9, 13 and 17 L/min), simulating the surface runoff process under the rainfall intensity of 0.5, 1.0, 1.5 and
2.0 mm/min. The zonal soil type in test area is Heilu soil. The experimental plots were constructed in engineering excavated
slope, meanwhile, soil parent material was the Loess of Malan at first and then turned into spoil derived from construction sites.
The spoil here was sandy loam, with a soil-stone ratio more than 9:1 and the size of particles <1 mm. Each plot was 20 m long
and 5 m wide, with 0.5 m deep soil layer and without vegetation. It was used to simulate the dumping engineering
accumulation of gully region in loess plateau. According to the experiment design, runoff plot was divided into 5
one-meter-wide smaller plots by iron sheets, one of which was rebuilt as steps. To ensure the same original background, four
rill experiment plots were backfilled and compacted after last experimental events. Because the randomness of the slope rill
development may cause much difficulty on continuous observation, the slope surface was slightly concavely shaped to form a
single rill. The morphological parameters such as rill width, rill depth, width-depth ratio and sectional area were selected to
reveal the dynamic change of rill shape during erosion processes. The results showed: 1) The rill width and the rill depth both
rapidly increased within the first 9 mins. The rill width accounted to 57%-90% of the ultimate width and the rill depth
accounted to 38%-73% of the final depth.;2) With the scouring time continuing, the width-depth ratio first decreased and then
showed a stable trend. Within the starting 27 mins, the width-depth ratio rapidly decreased and indicated the attenuated ability
of rill development along the lengthways slope, finally, the ratio was stable between 0.81 and 1.48, with the ultimate rill
section presented as a rectangular shape. 3) The rill width and rill depth had a positive correlation with flow intensity and flow
intensity had a more significant effect on rill development compared to slope gradients. 4) The rill width and rill depth showed
logarithmic relationships with discharge time; the sectional area had a linear relationship with discharge time; the rill width had
an exponential relationship with runoff; the rill depth had a power function relationship with runoff; the sectional area had
power function relationships with both cumulative sediment yield and cumulative runoff. Temporal variability existed in rill
morphological development on slope. As a whole, sectional area described the dynamic process of erosion and the width-depth
ratio was an important indicator to reveal the characteristics of rill morphological development and erosive ability. This
research may provide some theoretical reference for quantifying dynamic changes of rill morphology index on slopes of
engineering accumulation.

Keyword侵蚀 径流 冲刷 流量 工程堆积体 细沟形态 产沙
Indexed By中文核心期刊要目总览
Document Type期刊论文
First Author Affilication中国科学院水利部水土保持研究所
Recommended Citation
GB/T 7714
牛耀彬,高照良,李永红,等. 工程堆积体坡面细沟形态发育及其与产流产沙量的关系[J]. 农业工程学报,2016,32(19):154-161.
APA 牛耀彬,高照良,李永红,罗珂,&袁雪红.(2016).工程堆积体坡面细沟形态发育及其与产流产沙量的关系.农业工程学报,32(19),154-161.
MLA 牛耀彬,et al."工程堆积体坡面细沟形态发育及其与产流产沙量的关系".农业工程学报 32.19(2016):154-161.
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