期刊文献+

基于EFDC模型的水乡城镇水网水动力优化调控研究 被引量:15

Hydrodynamic optimization of urban river network of water towns based on EFDC model
原文传递
导出
摘要 河流的水动力状态与整体水环境状况息息相关.本研究以同里古镇区水系为例,在数据稀缺,尤其是缺乏水质数据的基础上,通过研究区域实地考察、现场监测、文献调研等方式,确定了研究区域合理的生态流速范围.同时,建立了同里古镇区水系的EFDC水动力模型,并采用情景分析法,对古镇区水系8种不同的调水优化情景进行分析评价.结果表明,当进水泵站以0.42 m3·s^(-1),饮马桥同时以0.5 m3·s^(-1)的流量进水,大东溪桥和会川桥出流口各出流10%,外河闸口出流口出流80%,其余出流口不出流的情况下,同里古镇区水系整体水动力改善条件较好,且大部分河段流速维持在0.05~0.10 m·s^(-1)之间,在同里古镇水系合理的生态流速范围内.这一方案不仅能有效改善同里古镇水系整体水动力状态,且对水质状况的改善,对整体水环境的提升具有良好的促进作用. Hydrodynamic condition is closely related to water environment condition. Taking the river network of Tongli water town as an example,a reasonable ecological velocity range for urban rivers was derived through field investigation,field monitoring and literature review. An EFDC-based hydrodynamic model of Tongli's river network was developed. 8 scenarios were designed and analyzed using the developed model. The scenarios analysis showed that the river network of Tongli town was in a better hydrodynamic condition when the inflow was 0. 42 m3·s(-1)at water pump station and 0. 5 m3·s(-1)at Yinma bridge station and the outflows were 10% of total inflow at both Dadongxi bridge and Huichuan bridge and 80% at water gate. In this scenario,the velocities of most channel segments were between 0. 05 - 0. 10 m·s(-1),which was considered a reasonable range of velocity for river network of Tongli town.
出处 《环境科学学报》 CAS CSCD 北大核心 2016年第4期1440-1446,共7页 Acta Scientiae Circumstantiae
基金 国家水体污染控制与治理科技重大专项(No.2011ZX07301-003)~~
关键词 EFDC水动力模型 流速 水动力优化 水乡城镇 EFDC model velocity hydrodynamic optimization water towns
  • 相关文献

参考文献17

  • 1Bain M B, Jia H.2012. A habitat model fbr fish communities in large streams and small rivers [ J]. International Jounaal of Ecology, 2012 ( 962071 ), doi : 10.1155/2012/962071.
  • 2Guo Y, Jia H. 2012. An approach to calculating allowable watershed pollutant loads [ J ]. Frontiers of Environmental Science & Engineering, 6 ( 5 ) : 658-671.
  • 3韩鲁杰,王红瑞,许新宜,刘达通.生态流速—临界水深法及在杜柯河中的应用[J].人民长江,2009,40(21):62-65. 被引量:9
  • 4郝文彬,唐春燕,滑磊,ACHARYA Kumud.引江济太调水工程对太湖水动力的调控效果[J].河海大学学报(自然科学版),2012,40(2):129-133. 被引量:34
  • 5贾海峰,杨聪,张玉虎,陈玉荣.城镇河网水环境模拟及水质改善情景方案[J].清华大学学报(自然科学版),2013,53(5):665-672. 被引量:17
  • 6Jia H, Ma H, Wei M.2011.Calculation of the minimum ecological water requirement of an urban river system and its deployment: A case study in Beijing central region [ J ]. Ecological Modelling, 222 ( 17 ) : 3271-3276.
  • 7焦世瑁.2007.三峡库区低流速河段流速对藻类生长的影响[D].重庆:西南大学.66.
  • 8Kang H, Jang J. 2015. Water quality modeling for the water quality conservation of estuary reservoir in Korea[ J] .Desalination and Water Treatment, 53 ( 7 ) : 1840-1854.
  • 9Kim K,Park M ,Min J,et al.2014.Simulation of algal bloom dynamics in a river with the ensemble Kalman filter [ J ]. Journal of Hydrology, 519 (D) : 2810-2821.
  • 10廖平安,胡秀琳.流速对藻类生长影响的试验研究[J].北京水利,2005(2):12-14. 被引量:69

二级参考文献127

共引文献281

同被引文献167

引证文献15

二级引证文献114

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部