基于人工降雨模拟试验的坡面水文连通性

王盛萍; 姚安坤; 赵小婵

高级搜索

全国中文核心期刊
中国科技核心期刊
美国工程索引（EI）收录期刊

留言板

尊敬的读者、作者、审稿人, 关于本刊的投稿、审稿、编辑和出版的任何问题, 您可以本页添加留言。我们将尽快给您答复。谢谢您的支持!

姓名
邮箱
手机号码
标题
留言内容
验证码

基于人工降雨模拟试验的坡面水文连通性

王盛萍, 姚安坤, 赵小婵

文章导航 > 水科学进展 > 2014 > 25(4): 526-533

王盛萍, 姚安坤, 赵小婵. 基于人工降雨模拟试验的坡面水文连通性[J]. 水科学进展, 2014, 25(4): 526-533.

引用本文:

王盛萍, 姚安坤, 赵小婵. 基于人工降雨模拟试验的坡面水文连通性[J]. 水科学进展, 2014, 25(4): 526-533.

WANG Shengping, YAO Ankun, ZHAO Xiaochan. Analyzing hydrological connectivity for a slope-surface on the basis of rainfall simulation experiment[J]. Advances in Water Science, 2014, 25(4): 526-533.

Citation:

WANG Shengping, YAO Ankun, ZHAO Xiaochan. Analyzing hydrological connectivity for a slope-surface on the basis of rainfall simulation experiment[J]. Advances in Water Science, 2014, 25(4): 526-533.

基于人工降雨模拟试验的坡面水文连通性

1.
华北电力大学资源与环境研究院区域能源环境系统优化教育部重点实验室, 北京 102206;
2.
北京林业大学水土保持学院, 北京 100083

基金项目: 国家自然科学基金资助项目（41001161）；中央高校基本科研业务费专项资金资助项目（12MS68）

详细信息

作者简介:
王盛萍（1978-），女，云南红河人，副教授，博士，主要从事生态水文、侵蚀防治以及流域管理等研究。 E-mail:wangshp418@gmail.com

中图分类号: X52

Analyzing hydrological connectivity for a slope-surface on the basis of rainfall simulation experiment

1.
Key Laboratory of Regional Energy and Environmental Systems Optimization of Ministry Education, Resources and Environmental Research Academy, North China Electric Power University, Beijing 102206, China;
2.
Soil and Water Conservation College, Beijing Forestry University, Beijing 100083, China

摘要: 为揭示降水入渗时坡面水文连通性特征以及坡度和雨强等对水文连通性的影响，研究基于人工降雨模拟试验，分别采用结构性指标径流长度（Flowlength，l_F）和功能性指标相对地表连接函数（Relative Surface Connection Function， F_RC）分析不同坡度坡面（5°、15°、25°；面积为150 cm×50 cm）在不同雨强（25 mm/h、50 mm/h、70 mm/h和86 mm/h）条件下的水文连通性。研究结果表明：坡面水文连通结构主要由l_F为0~100 mm的径流路径组成，其栅格频率高达90%以上，而l_F为100~500 mm的栅格频率为3%~8%。水文连通性的迅速发展主要集中在降水事件的开始阶段，而一定阶段以后入渗速率与地表储水速率基本持平，水文连通性呈现出较为稳定的发展趋势。坡度增大整体上有利于水文连通性的发展。5°坡面对应水文连通面积比率整体小于其他坡度。由于雨强增大到一定范围时将增加地表糙率，从而阻碍水文连通性的发展，研究中仅25 mm/h对应水文连通性明显区别于其他雨强，而其他雨强间则在多数情况下水文连通性差别较小。
- 水文连通性 /
- 降雨模拟 /
- 相对地表连接函数 /
- 径流长度
Abstract: Hydrological connectivity provids a possible way forward to underestand runoff process and mechnisam, which is valuable for soil erosil controling and sustainable watershed management. The research aims to characterize the slope hydrological connectivity when acconuting for infiltration process, and to investigate the impacts of both slope and rainfall intensity on hydrological connectivity development. On the basis of rainfall simulation experiment, we analyzed hydrological connectivity of a simulated slope (size: 150cm×50cm) with various degree (5°,15°, and 25°) and rainfall intensities (25mm/h, 50mm/h, 70mm/h, and 86mm/h) by using a structural indicator (Flowlength,l_F) and a functional indicator (relative surface connection function, F_RC), respectively. The results suggested that hydrological connection of the surface is mainly composed of short flow paths, l_F of 0-100 mm accounting for as high as 90%, whilst l_F of 100-500 mm accounting for 3% to 8%. The development of hydrological connectivity is mainly confined to the initial stage of the events, whilst it is difficult to further develop once the infiltration rate is equal to the surface storage rate, and the ratio of surface connected is stablized at a certain range value in the late stage. The increase in slope generally facilitate the development of hydrological connectivity. The ratio of surface connected on 5 degree-slope is generally lower than the others. Due to the increase in surface roughness, the development of hydrological connectivity is limited when the rainfall intensity is increased to a certain degree, which partly explain the insignificant change in hydrological connectivity under the rainfall intensity of between 50 mm/h, 70 mm/h, and 86 mm/h.
- hydrological connectivity /
- rainfall simulation /
- relative surface connection function /
- flowlength

[1]	张光辉. 从土壤侵蚀角度诠释泥沙连通性 . 水科学进展, 2021, 32(2): 295-308. doi: 10.14042/j.cnki.32.1309.2021.02.015
[2]	黄草, 陈叶华, 李志威, 沈小雄, 谭岚. 洞庭湖区水系格局及连通性优化 . 水科学进展, 2019, 30(5): 661-672. doi: 10.14042/j.cnki.32.1309.2019.05.006
[3]	刘金涛, 韩小乐, 刘建立, 梁忠民, 贺瑞敏. 山坡表层关键带结构与水文连通性研究进展 . 水科学进展, 2019, 30(1): 112-122. doi: 10.14042/j.cnki.32.1309.2019.01.012
[4]	夏继红, 陈永明, 周子晔, 张琦, 彭苏丽, 王金平, 余根听. 河流水系连通性机制及计算方法综述 . 水科学进展, 2017, 28(5): 780-787. doi: 10.14042/j.cnki.32.1309.2017.05.016
[5]	陈建生, 赵洪波, 詹泸成. 赤水林区旱季雾水对地表径流的水量贡献 . 水科学进展, 2016, 27(3): 377-384. doi: 10.14042/j.cnki.32.1309.2016.03.005
[6]	朱磊, 田军仓, 孙骁磊. 基于全耦合的地表径流与土壤水分运动数值模拟 . 水科学进展, 2015, 26(3): 322-330. doi: 10.14042/j.cnki.32.1309.2015.03.003
[7]	李致家, 姜婷婷, 黄鹏年, 刘志雨, 安冬, 姚成, 巨兴顺. 降雨和地形地貌对水文模型模拟结果的影响分析 . 水科学进展, 2015, 26(4): 473-480. doi: 10.14042/j.cnki.32.1309.2015.04.003
[8]	贾海峰, 姚海蓉, 唐颖, YU Shawlei. 城市降雨径流控制LID BMPs规划方法及案例 . 水科学进展, 2014, 25(2): 260-267.
[9]	徐光来, 许有鹏, 王柳艳. 基于水流阻力与图论的河网连通性评价 . 水科学进展, 2012, 23(6): 776-781. doi: CNKI: 32.1309.P.20121101.1800.017
[10]	洪林, 罗文兵. 基于DRAINMOD的农田地表径流氮素流失动态模拟 . 水科学进展, 2011, 22(5): 703-709.
[11]	朱元骏, 邵明安. 含砾石土壤降雨入渗过程模拟 . 水科学进展, 2010, 21(6): 779-787.
[12]	顾慰祖, 尚熳廷, 翟劭燚, 陆家驹, Frentress Jason, Jeffrey McDonnell, Carol Kendall. 天然实验流域降雨径流现象发生的悖论 . 水科学进展, 2010, 21(4): 471-478.
[13]	汤富平, 李满春, 秦奋. 基于CA的小流域分布式降雨径流模拟 . 水科学进展, 2010, 21(2): 173-178.
[14]	刘金涛, 梁忠民. 坡地径流入渗机制对水文模拟的影响分析 . 水科学进展, 2009, 20(4): 467-472.
[15]	童菊秀, 杨金忠, 暴入超. 非饱和土中溶质地表径流迁移模型及解析模拟 . 水科学进展, 2009, 20(1): 10-17.
[16]	黄国如, 芮孝芳. 流域降雨径流时间序列的混沌识别及其预测研究进展 . 水科学进展, 2004, 15(2): 255-260.
[17]	唐海行, 苏逸深. 考虑气压势影响的降雨入渗数值模拟研究 . 水科学进展, 1996, 7(1): 8-13.
[18]	汤立群. 坡面降雨溅蚀及其模拟 . 水科学进展, 1995, 6(4): 304-310.
[19]	范世香, 裴铁璠, 牛丽华, 迟振文. 森林对地表径流影响的模拟实验初探 . 水科学进展, 1993, 4(3): 179-182.
[20]	顾慰祖. 集水区降雨径流晌应的环境同位素实验研究 . 水科学进展, 1992, 3(4): 246-254.

点击查看大图

计量

文章访问数: 26
HTML全文浏览量: 9
PDF下载量: 981
被引次数: 0

基于人工降雨模拟试验的坡面水文连通性

1. 华北电力大学资源与环境研究院区域能源环境系统优化教育部重点实验室, 北京 102206;

2. 北京林业大学水土保持学院, 北京 100083

基金项目: 国家自然科学基金资助项目（41001161）；中央高校基本科研业务费专项资金资助项目（12MS68）

作者简介:
王盛萍（1978-），女，云南红河人，副教授，博士，主要从事生态水文、侵蚀防治以及流域管理等研究。 E-mail:wangshp418@gmail.com

收稿日期: 2013-10-24
刊出日期: 2014-07-25

中图分类号: X52

关键词:

摘要: 为揭示降水入渗时坡面水文连通性特征以及坡度和雨强等对水文连通性的影响，研究基于人工降雨模拟试验，分别采用结构性指标径流长度（Flowlength，l_F）和功能性指标相对地表连接函数（Relative Surface Connection Function， F_RC）分析不同坡度坡面（5°、15°、25°；面积为150 cm×50 cm）在不同雨强（25 mm/h、50 mm/h、70 mm/h和86 mm/h）条件下的水文连通性。研究结果表明：坡面水文连通结构主要由l_F为0~100 mm的径流路径组成，其栅格频率高达90%以上，而l_F为100~500 mm的栅格频率为3%~8%。水文连通性的迅速发展主要集中在降水事件的开始阶段，而一定阶段以后入渗速率与地表储水速率基本持平，水文连通性呈现出较为稳定的发展趋势。坡度增大整体上有利于水文连通性的发展。5°坡面对应水文连通面积比率整体小于其他坡度。由于雨强增大到一定范围时将增加地表糙率，从而阻碍水文连通性的发展，研究中仅25 mm/h对应水文连通性明显区别于其他雨强，而其他雨强间则在多数情况下水文连通性差别较小。

English Abstract

Analyzing hydrological connectivity for a slope-surface on the basis of rainfall simulation experiment

1. Key Laboratory of Regional Energy and Environmental Systems Optimization of Ministry Education, Resources and Environmental Research Academy, North China Electric Power University, Beijing 102206, China;

2. Soil and Water Conservation College, Beijing Forestry University, Beijing 100083, China

Received Date: 2013-10-24
Publish Date: 2014-07-25

Keywords:

Abstract: Hydrological connectivity provids a possible way forward to underestand runoff process and mechnisam, which is valuable for soil erosil controling and sustainable watershed management. The research aims to characterize the slope hydrological connectivity when acconuting for infiltration process, and to investigate the impacts of both slope and rainfall intensity on hydrological connectivity development. On the basis of rainfall simulation experiment, we analyzed hydrological connectivity of a simulated slope (size: 150cm×50cm) with various degree (5°,15°, and 25°) and rainfall intensities (25mm/h, 50mm/h, 70mm/h, and 86mm/h) by using a structural indicator (Flowlength,l_F) and a functional indicator (relative surface connection function, F_RC), respectively. The results suggested that hydrological connection of the surface is mainly composed of short flow paths, l_F of 0-100 mm accounting for as high as 90%, whilst l_F of 100-500 mm accounting for 3% to 8%. The development of hydrological connectivity is mainly confined to the initial stage of the events, whilst it is difficult to further develop once the infiltration rate is equal to the surface storage rate, and the ratio of surface connected is stablized at a certain range value in the late stage. The increase in slope generally facilitate the development of hydrological connectivity. The ratio of surface connected on 5 degree-slope is generally lower than the others. Due to the increase in surface roughness, the development of hydrological connectivity is limited when the rainfall intensity is increased to a certain degree, which partly explain the insignificant change in hydrological connectivity under the rainfall intensity of between 50 mm/h, 70 mm/h, and 86 mm/h.

王盛萍, 姚安坤, 赵小婵. 基于人工降雨模拟试验的坡面水文连通性[J]. 水科学进展, 2014, 25(4): 526-533.

引用本文:

王盛萍, 姚安坤, 赵小婵. 基于人工降雨模拟试验的坡面水文连通性[J]. 水科学进展, 2014, 25(4): 526-533.

WANG Shengping, YAO Ankun, ZHAO Xiaochan. Analyzing hydrological connectivity for a slope-surface on the basis of rainfall simulation experiment[J]. Advances in Water Science, 2014, 25(4): 526-533.

Citation:

WANG Shengping, YAO Ankun, ZHAO Xiaochan. Analyzing hydrological connectivity for a slope-surface on the basis of rainfall simulation experiment[J]. Advances in Water Science, 2014, 25(4): 526-533.

全文HTML

下载: 全尺寸图片幻灯片

返回文章

用微信扫码二维码

分享至好友和朋友圈

留言板

基于人工降雨模拟试验的坡面水文连通性

作者简介: 王盛萍（1978-），女，云南红河人，副教授，博士，主要从事生态水文、侵蚀防治以及流域管理等研究。 E-mail:wangshp418@gmail.com

Analyzing hydrological connectivity for a slope-surface on the basis of rainfall simulation experiment

计量

出版历程

基于人工降雨模拟试验的坡面水文连通性

1. 华北电力大学资源与环境研究院区域能源环境系统优化教育部重点实验室, 北京 102206; 2. 北京林业大学水土保持学院, 北京 100083

作者简介: 王盛萍（1978-），女，云南红河人，副教授，博士，主要从事生态水文、侵蚀防治以及流域管理等研究。 E-mail:wangshp418@gmail.com

English Abstract

Analyzing hydrological connectivity for a slope-surface on the basis of rainfall simulation experiment

1. Key Laboratory of Regional Energy and Environmental Systems Optimization of Ministry Education, Resources and Environmental Research Academy, North China Electric Power University, Beijing 102206, China; 2. Soil and Water Conservation College, Beijing Forestry University, Beijing 100083, China

全文HTML

目录

作者简介:
王盛萍（1978-），女，云南红河人，副教授，博士，主要从事生态水文、侵蚀防治以及流域管理等研究。 E-mail:wangshp418@gmail.com

1. 华北电力大学资源与环境研究院区域能源环境系统优化教育部重点实验室, 北京 102206;

2. 北京林业大学水土保持学院, 北京 100083

作者简介:
王盛萍（1978-），女，云南红河人，副教授，博士，主要从事生态水文、侵蚀防治以及流域管理等研究。 E-mail:wangshp418@gmail.com

1. Key Laboratory of Regional Energy and Environmental Systems Optimization of Ministry Education, Resources and Environmental Research Academy, North China Electric Power University, Beijing 102206, China;

2. Soil and Water Conservation College, Beijing Forestry University, Beijing 100083, China