北方城市大型景观水系水体循环净化的数值模拟

林翊; 陈雷; 周国华

doi:10.13205/j.hjgc.202201009

北方城市大型景观水系水体循环净化的数值模拟

doi: 10.13205/j.hjgc.202201009

林翊¹,
陈雷¹,
周国华^2,3, ,

1. 天津生态城投资开发有限公司, 天津 300486;
2. 天津生态城市政景观有限公司, 天津 300480;
3. 天津大学建筑工程学院, 天津 300072

基金项目:

天津市“131”创新型人才培养工程(第二层次)

国家水体污染控制与治理科技重大专项(2017ZX07106002)

详细信息

作者简介:
林翊(1976-),男,硕士,高级工程师,主要研究方向为智慧城市及智慧水务建设。

通讯作者:
周国华,男,博士,高级工程师,主要研究方向为海绵城市技术、水体污染与控制。13821927908@163.com

计量
- 文章访问数: 268
- HTML全文浏览量: 22
- PDF下载量: 10
- 被引次数: 0
出版历程
- 收稿日期: 2020-12-17
- 网络出版日期: 2022-03-30
- 刊出日期: 2022-03-30

NUMERICAL SIMULATION ON WATER PURIFICATION BY CIRCULATING ENGINEERING OF A LARGE LANDSCAPE WATER SYSTEM IN NORTHERN CITIES IN CHINA

LIN Yi¹,
CHEN Lei¹,
ZHOU Guohua^{2,3
, ,}

1. Tianjin Eco-City Investment and Development Co., Ltd, Tianjin 300486, China;
2. Tianjin Eco-city Political Landscape Company, Tianjin 300480, China;
3. School of Civil Engineering, Tianjin University, Tianjin 300072, China

摘要

摘要: 静湖是中新天津生态城最大的景观湖,并连通故道河及惠风溪等水体一起形成了生态城独特的水生态系统,是北方城市大型景观水系的代表,其水环境改善和保障问题受到较大关注。在对生态城静湖水系水体循环净化设施建设和水质提升工程运行方案实施等重点调查分析的基础上,运用Delft3D FM构建静湖水系数值模型模拟水体水动力、水质演变过程,分析评估了工程运行对水质指标的改善效果。结果表明:静湖水系水质受降雨影响明显,对比汛前、汛后各河段水质浓度变化发现,汛后COD、TP浓度可升高10%,部分河段甚至升高60%,汛后NH₃-N降低20%~30%;通过设置补水、拆除隔离坝、增加循环泵和排水泵等工程措施,静湖水系水动力条件得到较大改善,NH₃-N、TP基本能达到GB 3838—2002《地表水环境质量标准》Ⅳ类水标准,ρ(NH₃-N)可降低3%~25%,ρ(TP)可降低6%~50%。工程措施应综合考虑水环境本底、污染源治理、水利设施运行等多因素共同制定水质提升策略。
- 景观水体 /
- 水质评估 /
- 水动力水质模型 /
- Delft3D FM
Abstract: Jinghu Lake is the largest landscape lake in Sino-Singapore Tianjin eco city. It connects Gudao River and Huifeng River to form a unique water ecosystem, which is the representative of large-scale landscape water system in northern cities. Thus, the water system environment attracted great attention. Based on the investigation and analysis of the construction of water circulation purification facilities and the implementation of water quality improvement projects in Jing water system, Delft3D FM model was built to study the hydrodynamic and water quality evolution process in Jing water system under different engineering schemes, whose results were further evaluated to verify the engineering effect on water quality improving. The results indicated that the water quality of Jing water system was obviously affected by rainfall. By comparing the changes of water quality before and after the flood season, the concentration of COD and TP increased by 10% after the flood season, even increased by 60% in some river sections, but the NH₃-N decrease by 20%~30% after the flood season. Furthermore, through the engineering measures, such as setting up water replenishment, removing isolation dam, and installing circulating pump & drainage pump, the hydrodynamic condition of Jing water system was greatly improved, and NH₃-N and TP generally met the requirements of class IV water standard, for that NH₃-N was reduced by 3%~25%, and TP was reduced by 6%~50%. Engineering measures should take water environment background, pollution source control, water conservancy facilities operation and other factors into account, to develop water quality improvement strategy.
- landscape water system /
- water quality assessment /
- hydrodynamic water quality model /
- Delft3D FM

HTML全文

参考文献(19)

[1]	孙文章,曹升乐,徐光杰.应用WASP对东昌湖水质进行模拟研究[J].山东大学学报(工学版),2008,38(2):83-85.
[2]	许婷.丹麦MIKE21模型概述及应用实例[J].水利科技与经济,2010,16(8):867-869.
[3]	王哲,刘凌,宋兰兰.Mike21在人工湖生态设计中的应用[J].水电能源科学,2008,26(5):124-127.
[4]	郭凤清,屈寒飞,曾辉,等.基于MIKE21 FM模型的蓄洪区洪水演进数值模拟[J].水电能源科学,2013,31(5):34-37.
[5]	陈宏景.福州市左海-西湖水体水质提升方案[J].净水技术,2019,38(11):18-21.
[6]	龚然,徐进,徐力刚,等.基于EFDC城市景观湖泊水动力模拟研究[J].环境工程,2015,32(4):58-62.
[7]	王永刚,王旭,孙长虹,等.再生水补给型城市河流水质改善效果模拟[J].环境科学与技术,2017,40(6):54-60.
[8]	陈成成.基于MIKE21的城市河流水动力水质模拟研究[D].西安:西安理工大学,2020.
[9]	杨艳.成都市城市河道水质模拟及整治方案研究[D].成都:西南交通大学,2019.
[10]	XUE C H,YIN H L,XIE M.Development of integrated catchment and water quality model for urban rivers[J].Journal of Hydrodynamics,2015,27(4):593-603.
[11]	BOON J,SMITS J G.Advanced water quality modelling in marine systems:application to the wadden sea,the netherlands[C]//AGU Fall Meeting Abstracts,2006.
[12]	SYMONDS A M,VIJVERBERG T,POST S,et al.Comparison between mike 21 FM,Delft3D and Delft3D FM flow models of western port bay,australia[J].Coastal Engineering Proceedings,2017(35):11.
[13]	匡翠萍,邓凌,刘曙光,等.应急调水对太湖北部污染物扩散的影响[J].同济大学学报(自然科学版),2011,39(3):395-400.
[14]	范翻平.基于Delft3D模型的鄱阳湖水动力模拟研究[D].南昌:江西师范大学,2010.
[15]	吴卫国.固城湖水质演变与水动力及水质模型的研究[D].青岛:中国石油大学(华东),2013.
[16]	张明亮.河流水动力及水质模型研究[D].大连:大连理工大学.
[17]	胡广鑫.二维水动力—水质耦合模型对东昌湖生态补水的研究与应用[D].青岛:中国海洋大学,2012.
[18]	李琨,徐强,陈俊宇,等.生态调节坝对御临河水动力水质影响的模拟研究[J].水资源与水工程学报,2020,31(3):15-23.
[19]	瞿春梅,乔书娜,刘伯娟,等.基于水质改善的湖泊引调水数值模拟研究:以武汉市金银湖为例[J].三峡生态环境监测,2019,4(4):9-17.