自然失水条件下土壤的入渗特性研究

刘为宗; 王文海; 李俊奇; 贾高峰; 汪浩然

doi:10.13205/j.hjgc.202004013

自然失水条件下土壤的入渗特性研究

doi: 10.13205/j.hjgc.202004013

1. 北京建筑大学城市雨水系统与水环境教育部重点实验室, 北京 100044;
2. 北京建筑大学北京未来城市设计高精尖创新中心, 北京 100044

基金项目:

北京市自然科学基金重点项目（8191001）。

详细信息

作者简介:
刘为宗(1999-),男,硕士研究生,研究方向为城市雨水工程。619706818@qq.com

通讯作者:
王文海(1963-),男,教授,硕,研究方向为流体力学工程应用。wangwenhai@bucea.edu.cn

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- 文章访问数: 80
- HTML全文浏览量: 8
- PDF下载量: 4
- 被引次数: 0
出版历程
- 收稿日期: 2020-02-17

STUDY ON INFILTRATION CHARACTERISTICS OF SOIL UNDER NATURAL DRYING PROCESS CONDITIONS

1. Key Laboratory of Urban Stormwater System and Water Environment, Ministry of Education, Beijing University of Civil Engineering and Architecture, Beijing 100044, China;
2. Beijing Advanced Innovation Center for Future Urban Design, Beijing 10044, China

摘要

摘要: 下凹绿地、雨水花园等生物滞留设施可参与雨水和地表径流的自然下渗与调节，是海绵城市建设的重要组成部分，雨水入渗对削减雨水外排具有重要作用。目前对土壤渗流的设计主要基于达西定律，但对非饱和土壤来说，达西定律并不广泛适用。对不同初始含水率土壤进行变水头渗透试验，得出其变水头渗透速度与时间的关系，并与达西定律计算结果进行对比，变水头渗透速度与时间的关系式可为海绵城市中土壤入渗的设计计算提供参考。
- 渗透速度 /
- 自然失水 /
- 达西定律 /
- 海绵城市
Abstract: Bio-retention facilities, such as green space and rain garden participate in the natural infiltration and regulation of rainwater and surface runoff, and are important parts of the sponge city. The infiltration of rainwater plays an important role in the reduction of rainwater discharge quantity. At present, the design of soil seepage is mainly based on Darcy's law, but Darcy's law does not apply to the unsaturated soil. In the laboratory, the water head penetration test of different initial soil moisture content of the same soil was carried out. The change of initial soil moisture content was obtained by long-term natural water loss. A function relating water head penetration velocity and time was obtained and compared with the calculation result of Darcy's law. The results may provide reference for calculation in future design of soil infiltration in sponge city.
- infiltration velocity /
- natural drying /
- Darcy's law /
- sponge city

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参考文献(11)

李俊奇,王文亮.基于多目标的城市雨水系统构建与展望[J].给水排水,2015,51(4):1-3

,37.

住房和城乡建设部.海绵城市建设技术指南:低影响开发雨水系统构建(试行)[S].

方涛,白雪,李岩,等.基于"海绵城市"理念下的下沉式绿地设计探讨[J].科技视界,2016(17):24-26.

邓孺孺,黄慧萍.土壤下渗能力之定量分析[J].中山大学学报(自然科学版),1997(4):90-94.

高宗军.均匀连续渗透流场中的"达西悖论"[J].地下水,2013,35(1):9-11.

陈曦,于玉贞,程勇刚.非饱和渗流Richards方程数值求解的欠松弛方法[J].岩土力学,2012,33(增刊1):237-243.

RICHARDS L A. Capillary conduction of liquids through porous mediums[J]. Physics, 1931, 1(5):318-0.

孔祥言. 高等渗流力学[M]. 合肥:中国科学技术大学出版社,1999.

Pachepsky Yakov, Timlin Dennis, Rawls Walter. Generalized Richards' equation to simulate water transport in unsaturated soils[J]. Journal of Hydrology,2003,272(1/2/3/4):3-13.

SUN H G, Mark M. Meerschaert, ZHANG Y, et al. A fractal Richards' equation to capture the non-Boltzmann scaling of water transport in unsaturated media[J]. Advances in Water Resources,2013,52:292-295.

田富强,高龙,胡和平.基于CVODE求解器的饱和-非饱和土壤水分运动数值模型[J].中国科学:技术科学,2012,42(3):311-324.

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