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华南红壤坡面产流产沙过程模拟降雨试验研究

胡建 郭太龙 卓慕宁 蔡庆 谢真越 廖义善 李定强

生态环境学报Issue(5):787-791,5.
生态环境学报Issue(5):787-791,5.

华南红壤坡面产流产沙过程模拟降雨试验研究

Erosion processes on red soil slope in south China under simulated rainfall system

胡建 1郭太龙 2卓慕宁 2蔡庆 3谢真越 2廖义善 2李定强2

作者信息

  • 1. 广东省水土保持监测站,广东 广州 510635
  • 2. 广东省生态环境与土壤研究所,广东省农业环境综合治理重点实验室,广东 广州 510650
  • 3. 广东省水利厅,广东 广州 510635
  • 折叠

摘要

Abstract

Storm rainfall and water flushing are two major factors on red soil erosion processes in South China. It is very important for us to build a physical erosion model that analyzing erosion flow hydraulics on red soil slope in South China under simulated rainfall condition. Flume experiments with seven rainfall intensities (30, 60, 90, 120, 180, 210, 270 mm·h-1), five slope gradients (5°, 10°, 15°, 20°, 25°), and total 35 times experiments were conducted to evaluate their interaction effect on runoff and sediment on such soil slope in the laboratory. Results indicated that rainfall intensity and slope angle play important roles on runoff and sediment transport. Both runoff generation and sediment yield are fluctuated processes changes with time. Runoff rate fluctuated heavy at the stage of duration changes from 0 to 15 min, and keep a relatively stable stage after 15minutes later for all experiments. There is a good relationship between runoff amount and rainfall intensity. Runoff amount increases as rainfall intensity increases. The rainfall intensity is higher and the sediment load under steady condition is larger. When the rainfall intensity is 30 mm·h-1, although we change slope gradients from 5° to 25°, there is only runoff generation and no sediment yield for all experiments.

关键词

模拟降雨/红壤/侵蚀/产流/产沙/坡面

Key words

Simulated Rainfall/Red soil/Erosion/Runoff generation/Sediment yield/Slope

分类

农业科技

引用本文复制引用

胡建,郭太龙,卓慕宁,蔡庆,谢真越,廖义善,李定强..华南红壤坡面产流产沙过程模拟降雨试验研究[J].生态环境学报,2013,(5):787-791,5.

基金项目

国家自然科学基金项目(41171221;41101257);广东省水利厅委托项目(GPCGD112197FT141F1;GPCGD122197FD096F);广东省自然科学基金项目 (GPCGD112197FT141F1;GPCGD122197FD096F)

生态环境学报

OA北大核心CSCDCSTPCD

1674-5906

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