Hydrological Effects of Design Parameters Optimization of Bioretention Facility Based on RECARGA Model

TU Anguo; LI Ying; MO Minghao and NIE Xiaofei

doi:10.13870/j.cnki.stbcxb.2020.01.022

您当前的位置：

首页 >

文章列表页 >

Hydrological Effects of Design Parameters Optimization of Bioretention Facility Based on RECARGA Model

更新时间：2025-03-12

- Hydrological Effects of Design Parameters Optimization of Bioretention Facility Based on RECARGA Model
- Vol. 34, Issue 1, Pages: 149-153(2020)
- 作者机构：
  
  1. 江西省土壤侵蚀与防治重点实验室,南昌,330029
  2. 江西省水土保持科学研究院,南昌,330029
- 作者简介：
- 基金信息：
- DOI：10.13870/j.cnki.stbcxb.2020.01.022
  CLC： TV121
- Published：2020
- 稿件说明：
移动端阅览
TU Anguo, LI Ying, MO Minghao and NIE Xiaofei. Hydrological Effects of Design Parameters Optimization of Bioretention Facility Based on RECARGA Model[J]. 2020, 34(1): 149-153.
DOI：

TU Anguo, LI Ying, MO Minghao and NIE Xiaofei. Hydrological Effects of Design Parameters Optimization of Bioretention Facility Based on RECARGA Model[J]. 2020, 34(1): 149-153. DOI： 10.13870/j.cnki.stbcxb.2020.01.022.

摘要

为探讨运用数学模型进行生物滞留池构型和参数优化设计的方法，以RECARGA模型为工具，评估生物滞留池的设计参数和结构改变的径流水文调节效果，定量分析设计参数与水文性能的关系，从而确定适宜的生物滞留池配置方法。结果表明：设施底层土壤导水率是整个滞留系统水文性能的限制因素，年雨水滞留量随土壤导水率的增加呈显著的对数函数增加。雨水滞留率与设施表面积比率有着显著的对数函数关系。雨水滞留量与蓄水层厚度呈显著的幂函数关系，而与根系层和贮水层厚度呈良好的线性关系；考虑排水因素，蓄水层深度建议不宜大于15 cm。研究结果可为生物滞留池的科学设计提供理论依据。

Abstract

Bioretention facilities are one of the effective measures for rainwater management with low impact development. In order to explore the method of optimizing the configuration and parameters of biological facilities by using mathematical models

the RECARGA model was used to evaluate the hydrological regulation effect of the changes of design parameters and structure of biological detention facilities

and to quantitatively analyze the relationship between design parameters and hydrological performance

so as to determine the appropriate method of setting biological detention pools. The results showed that the soil hydraulic conductivity at the bottom of the facility was a limiting factor for the hydrological performance of the whole system

and the annual rainfall retention increased with the increase of soil hydraulic conductivity in a significant logarithmic function. There was a significant logarithmic function relationship between rainfall retention rate and facility surface area ratio. Rainwater retention had a significant power function relationship with depression zone thickness

and a good linear relationship with root layer and storage layer thickness. Considering drainage time factors

the depth of depression zone should not be greater than 15 cm. These research results could provide a theoretical basis for the scientific design of bioretention facilities structure.

关键词

Keywords

references

熊立华,闫磊,李凌琪,等.变化环境对城市暴雨及排水系统影响研究进展[J].水科学进展,2017,28(6):930-942.

梅超,刘家宏,王浩,等.城市设计暴雨研究综述[J].科学通报, 2017,62(33):3873-3884.

车伍,赵杨,李俊奇,等.海绵城市建设指南解读之基本概念与综合目标[J].中国给水排水,2015,31(8):1-5.

Liu H, Jia Y W, Niu C W. "Sponge city" concept helps solve China's urban water problems[J]. Environmental Earth Sciences, 2017,76(14):473-478.

Davis A P, Hunt W F, Traver R G et al. Bioretention technology:Overview of current practice and future needs[J]. Journal of Environmental Engineering, 2009,135(3):109-117.

蒋春博,李家科,马越,等.雨水花园对实际降雨径流的调控效果研究[J].水土保持学报,2018,32(4):122-127.

Trowsdale S A, Simcock R. Urban stormwater treatment using bioretention[J]. Journal of Hydrology, 2011,397(3/4):167-174.

Coustumer S L, Fletcher T D, Deletic A, et al. Hydraulic performance of biofilter systems for stormwater management:Influences of design and operation[J]. Journal of Hydrology, 2009,376(1):16-23.

Li H, Sharkey L J, Asce M, et al. Mitigation of impervious surface hydrology using bioretention in North Carolina and Maryland[J]. Journal of Hydrologic Engineering, 2009,14(4):407-415.

唐双成,罗纨,贾忠华,等.西安市雨水花园蓄渗雨水径流的试验研究[J].水土保持学报, 2012,26(6):75-79, 84.

高建平,潘俊奎,谢义昌.生物滞留带结构层参数对道路径流滞蓄效应影响[J].水科学进展,2017,28(5):702-711.

宫曼莉,左俊杰,任心欣,等.透水路面-生物滞留池组合道路的城市面源污染控制效果评估[J].环境科学,2018,39(9):4096-4104.

李立青,胡楠,刘雨情,等.3种生物滞留设计对城市地表径流溶解性氮的去除作用[J].环境科学, 2017,38(5):1881-1888.

李鹏,李家科,林培娟,等.生物滞留槽对城市路面径流水质处理效果的试验研究[J].水力发电学报,2016,35(8):72-79.

李亚娇,徐毓江,李家科.低影响开发单项设施模拟模型研究与应用进展[J].水资源与水工程学报, 2017,28(5):135-141.

Brown R A, Skaggs R W, Iii W F H. Calibration and validation of DRAINMOD to model bioretention hydrology[J]. Journal of Hydrology, 2013,486:430-442.

Li J, Zhao R S, Li Y J, et al. Modeling the effects of parameter optimization on three bioretention tanks using the HYDRUS-1D model[J]. Journal of Environmental Management, 2018,217:38-46.

李亚娇,徐毓江,李家科.低影响开发单项设施模拟模型研究与应用进展[J].水资源与水工程学报, 2017,28(5):135-141.

李家科,刘增超,黄宁俊,等.低影响开发(LID)生物滞留技术研究进展[J].干旱区研究,2014,31(3):431-439.

曾健,费良军,裴青宝.土壤容重对红壤水分垂直入渗特性的影响[J].排灌机械工程学报, 2017,35(12):1081-1087.

康金林,杨洁,刘窑军,等.初始含水率及容重影响下红壤水分入渗规律[J].水土保持学报, 2016,30(1):122-126.

Jayasooriya V M, Ng A W M. Tools for modeling of stormwater management and economics of green infrastructure practices:A review[J]. Water Air & Soil Pollution, 2014,225(8):2055-2061.

Boancă P, Dumitraş A, Luca L, et al. Analysing bioretention hydraulics and runoff retention through numerical modelling using RECARGA:A case study in a Romanian urban area[J]. Polish Journal of Environmental Studies, 2018,27(5):1965-1973.

中华人民共和国住房和城乡建设部.海绵城市建设技术指南:低影响开发雨水系统构建(试行)[M].北京:中国建筑工业出版社,2015.

梁小光,魏忠庆,上官海东,等.海绵城市建设中生物滞留设施排空时间研究[J].给水排水,2018,44(11):26-30.

舒乔生,谢立亚.土壤水力特性的空间尺度效应研究进展[J].土壤, 2010,42(4):513-518.

孙艳伟, Pomeroy C A, 吕素冰,等.基于不同重现期降水的LID措施水文调控性能研究[J].农业机械学报,2016,47(6):178-186.

Views

1308

下载量

CSCD

Alert me when the article has been cited

提交

Tools

Publicity Resources

Hydrological Effects of Different Species Arrangement Models of Converted Farmland to Forest in Beichuanhe Watershed

Experimental Study on Particle Size Characteristics and Hydrological Effect of Mixed Soil of Quarrying Waste Residue and Farmland Soil

Hydrological Effects of Forest Litters and Soil in the Slope of North Mountain of Hebei Province

Hydrological Effects of Forest Litters and Soil of Quercus mongolica in the Different Altitudes of North Mountain of Hebei Province

Related Author

LI Shi-rong

SHI Chang-qing

ZHOU Xin-cheng

LI Wen-zhong

GAO Guo-xiong

YANG Xinbing

WANG Jiahuan

LIU Yanlin

Related Institution

College of Landscape Architecture and Tourism, Hebei Agricultural University

Hebei Geology and Mineral Resources Construction Engineering Group Co., Ltd. Land and Resources Exploration Center of Hebei Geology and Mineral Resources Bureau

College of Forestry, Hebei Agricultural University

河北省木兰围场国有林场管理局,河北,围场

TIAN Chao1,YANG Xin-bing1,LI Jun1,2,CAO Yun-sheng1,ZHANG Wei1,LIU Yang1,BI Ke-jiao1(1.Agricultural University of Hebei,Baoding,Hebei 071000,2.Mulan Forestry Administration of Hebei Province,Weichang,Hebei 068450)

⁰