[1]曾秀云、陈钰林.基于Mike21模型的湖泊推流设计[J].福建工程学院学报,2021,19(01):89-94.[doi:10.3969/j.issn.1672-4348.2021.01.016]
 ZENG Xiuyun,CHEN Yulin.Design of lake pushflow based on Model Mike21[J].Journal of FuJian University of Technology,2021,19(01):89-94.[doi:10.3969/j.issn.1672-4348.2021.01.016]
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基于Mike21模型的湖泊推流设计()
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《福建工程学院学报》[ISSN:2097-3853/CN:35-1351/Z]

卷:
第19卷
期数:
2021年01期
页码:
89-94
栏目:
出版日期:
2021-02-25

文章信息/Info

Title:
Design of lake pushflow based on Model Mike21
作者:
曾秀云、陈钰林
福州工商学院
Author(s):
ZENG Xiuyun CHEN Yulin
Fuzhou Technology and Business University
关键词:
湖泊推流器选型水动力模拟
Keywords:
lake impeller type selection hydrodynamic force simulation
分类号:
TU992
DOI:
10.3969/j.issn.1672-4348.2021.01.016
文献标志码:
A
摘要:
构建了基于Mike21的推流器水动力模型,以西湖沉淀区为研究对象,对不同工况的推流效果进行模拟。基于推荐工况,沉淀区西侧的平均换水率在7h内基本趋于稳定;但沉淀区东侧换水率需16h才达到基本稳定,较西侧有所降低。结果表明,在工程中采用7.5KW推流器(1用1备),沉淀区西侧实测平均流速0.213m/s,与模拟值仅偏差7.9%,工程达到了预期的效果。基于Mike21的推流器水动力模型在西湖沉淀区项目的成功应用,不仅解决了推流方案的比选优化问题,还可为其他城市内湖的水动力改善提供理论基础和技术支持。
Abstract:
A hydrodynamic model of the water impeller based on Mike21 was constructed, and the impelling effects of different working conditions were simulated with the sedimentation zone of the West Lake as the research object. Based on the recommended working conditions, the average water changing rate on the west side of the sedimentation zone tends to be stabilized within 7 h. However, the water changing rate on the east side can only achieve stabilization in 16 h, whose efficiency was lower than that of the west side. Results show that when the 7.5 kW impeller (one for use and one for stand-by) is used in the project, the measured average velocity on the west side of the settling zone is 0.213 m/s, with only a difference of 7.9% when compared with the simulation value, achieving the expected effect. The successful application of the impeller’s hydrodynamic model based on Mike21 in the settling zone of the West Lake not only solves the problems about the comparison, selection and optimization of the impelling scheme, but also provides a theoretical basis and technical support for hydrodynamic improvement in lakes of other cities.

参考文献/References:

[1] 赵小利, 李文奇, 周怀东. 水环境数学模型与人工湿地模拟[J]. 南水北调与水利科技, 2011, 9(3):84-87, 91.[2] 王晓青. 三峡库区澎溪河(小江)富营养化及水动力水质耦合模型研究[D]. 重庆:重庆大学, 2012.[3] LAI Y C, TU Y T, YANG C P, et al. Development of a water quality modeling system for river pollution index and suspended solid loading evaluation[J]. Journal of Hydrology, 2013, 478:89-101.[4] WIBOWO M, HAKIM B. Study of water quality changes due to offshore dike development plan at Semarang bay[J]. IOP Conference Series:Earth and Environmental Science, 2018, 135:012009.[5] 王玥. 大东湖水系水动力水质模拟研究[D]. 北京:清华大学, 2014. [6] 谭超, 黄广灵, 黄本胜, 等. 城市景观湖泊水体交换的数值模拟研究[J]. 广东水利水电, 2016(6):6-11. [7] 张叶, 孟德娟, 于子铖, 等. 基于MIKE21的城市河流水质改善与达标分析[J]. 水电能源科学, 2020, 38(9):48-52.[8] 李梓嘉, 董增川, 樊孔明, 等. MIKE11模型在泗洪县城城区河网引水冲污工程中的应用[J]. 水电能源科学, 2012, 30(8):100-103.[9] 李骁. 基于EFDC模型的龙景湖死水区水动力数值模拟研究[D]. 重庆:重庆大学, 2016.[10] 吴沛霖, 朱程亮, 赵杰, 等. 基于水文要素的河流湿地公园设计方案优化[J]. 中国给水排水, 2020, 36(9):89-93.[11] 曾志波, 洪方文, 熊紫英, 等. 推流器选型技术研究[C]∥第二十一届全国水动力学研讨会暨第八届全国水动力学学术会议暨两岸船舶与海洋工程水动力学研讨会论文集. 济南, 2008:740-746.[12] 陈川. 潜水推流器对龙景湖湖湾死水区水质影响试验研究[D]. 重庆:重庆大学, 2015. [13] 冯丹, 田淳, 吴月勇. 引水方案对人工湖内换水率影响的数值模拟[J]. 人民黄河, 2019, 41(5):71-76.[14] 冯丹. 基于MIKE 21软件对人工湖运行方式的优化分析[D]. 太原:太原理工大学, 2019.

更新日期/Last Update: 2021-02-25