工程堆积体坡面径流水动力学参数及其相互关系
文献类型：期刊论文
| 作者 | 李永红1,2; 牛耀彬1,3; 王正中2; 高照良1; 张少佳1,3; 刘子壮4 |
| 刊名 | Transactions of the Chinese Society of Agricultural Engineering(农业工程学报)
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| 出版日期 | 2015-11-01 |
| 卷号 | 31期号:22页码:83-88 |
| 通讯作者邮箱 | wangzz0910@163.com |
| 关键词 | 水动力学(hydrodynamics) 径流(runof) 侵蚀(erosion) 时空变化(spatial and temporal variation) 侵蚀预报模型(erosion forecasting model) 工程堆积体(engineering accumulation) |
| 其他题名 | Hydrodynamic parameters and their relationships of runoff over engineering accumulation slope |
| 通讯作者 | 王正中 |
| 中文摘要 | 工程堆积体具有独特的土壤组成及复杂的下垫面条件，其土壤抗冲性极差，径流条件下堆积体陡坡坡面关键的水动力学参数及其相互关系亦表现出不同的特点，为探明工程堆积体坡面径流水动力学参数及其相互关系，该文采用 30、40、 50、 60 L/min 4 个流量，对 24°、 28°、 32° 共 3 个坡度的堆积体边坡（ 20 m×5 m 标准监测小区）进行模拟放水冲刷试验，选取径流流速、水深、雷诺数、弗汝德数、径流阻力系数、水流剪切应力、径流功率等参数进行分析。结果表明：工程堆积体坡面侵蚀位置主要集中在坡面上部（ 0～10 m），侵蚀时段主要集中在产流后期（ 12～30 min）；流速随坡度和流量的增大而增大，坡度对流速的影响大于流量；随着坡面流由层流向紊流、急流向缓流的过渡，坡面径流阻力系数随之增大；基于水流剪切应力和径流功率分别计算获得的工程堆积体坡面细沟侵蚀土壤可蚀性参数分别为 2.63×10-2 s/m 和0.1 s2/m2，对应的临界侵蚀径流功率为 0.8 N/(m·s)。研究结果可为坡面措施的配置提供一定的理论支撑，也能为工程堆积体土壤侵蚀预报模型的建立提供部分基础参数。 |
| 英文摘要 | Engineering accumulation generated during the process of engineering construction has a unique soil composition and complex underlying surface. This sort of deposit is characterized by weaken anti-scourabilty attributed to loose texture,which may result in the runoff conditions easily causing severe soil erosion. Hydrodynamic parameters and their relationships of runoff from steep engineering slope show different characteristics in response to hydrodynamic conditions. A detail study of the hydrodynamic characteristics is a premise and foundation to understand erosion processes on engineering accumulation. For this reason, a field study was conducted for the simulation of erosion process by runoff in order to reveal the mechanisms of erosion by runoff on engineering accumulation slope. Flow patterns and the characteristics of hydrodynamic parameters were investigated by studying runoff velocity, depth, Reynolds number, Froude number, resistance coefficient, flow shear stress, stream power and other relevant parameters and analyzing the spatiotemporal variations of the main hydrodynamic parameters and their relationships. The study area is located in the Changwu Agricultural Ecological Experimental Station on the Loess Plateau (35°14′24.5″N, 107°41′21.24″E). The established plot was 20 m long and 5 m wide, with 0.5 m thickness of soil generated from slope excavation. Weeds and organic residues were cleaned away at beginning. Three slope degrees of 24°,28° and 32° and 4 flow rates of 30, 40, 50 and 60 L/min, a total of 12 field trials, were designed in this study. Results showed that in the processes of erosion by runoff on the engineering accumulation, dramatic changes of the Reynolds number and resistance coefficient were observed in the upper slope (0-10 m) in 12-30 min after runoff generation. For the Froude number,the dramatic change was found in the lower slope (6-18 m) in 0-18 min after runoff generation. Flow shear stress and stream power abruptly increased in the upper slope (0-10 m) in 12-30 min after runoff generation. In the slope range from 24°to 32°,velocity increased with slope degree and flow rate and their relationship can be expressed by a binary linear equation. The Reynolds number was positively correlated with the resistance coefficient. The Froude number had an exponentially negative correlation with resistance coefficient. Under the experimental conditions of slope degrees and flow rates, the rill erodibility of engineering accumulation was calculated to be 2.63×10-2 s/m for shear stress and 0.1 s2/m2 for stream power. The critical stream power for rill erosion occurring was 0.8 N/(m·s). A large number of production projects will inevitably lead to a large amount of dregs and thus, a key measure to prevent engineering accumulation should impound runoff timely and effectively. In this paper, we obtained primary location and main periods of slope erosion by the field simulation of erosion on engineering accumulation slope. Meanwhile, fitting the relations of hydrodynamic parameters to soil erosion rate, rill erodibility and critical runoff power can also provide basic parameters for the construction of soil erosion model in engineering accumulation.Limited by the field conditions, the experiment had some shortcomings. For example, selected section was less intensive, time interval for measuring was not precise enough, and the determined values for the spatiotemporal variation of erosion were only a rough range. |
| 分类号 | TU41； S157.1(中图分类号) |
| 收录类别 | EI |
| 语种 | 中文 |
| 源URL | [http://ir.iswc.ac.cn/handle/361005/7745]  |
| 专题 | 水土保持研究所_水保所科研产出（EI）_2015年EI |
| 作者单位 | 1.中国科学院水利部西北农林科技大学水土保持研究所，杨凌 712100 2.西北农林科技大学水利与建筑工程学院，杨凌 712100 3.中国科学院大学，北京 100049 4.西北农林科技大学资源环境学院，杨凌 712100 |
| 推荐引用方式 GB/T 7714 | 李永红,牛耀彬,王正中,等. 工程堆积体坡面径流水动力学参数及其相互关系[J]. Transactions of the Chinese Society of Agricultural Engineering(农业工程学报),2015,31(22):83-88. |
| APA | 李永红,牛耀彬,王正中,高照良,张少佳,&刘子壮.(2015).工程堆积体坡面径流水动力学参数及其相互关系.Transactions of the Chinese Society of Agricultural Engineering(农业工程学报),31(22),83-88. |
| MLA | 李永红,et al."工程堆积体坡面径流水动力学参数及其相互关系".Transactions of the Chinese Society of Agricultural Engineering(农业工程学报) 31.22(2015):83-88. |
入库方式： OAI收割
来源：水土保持研究所
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