期刊文献+

基于MIKE11模型的南涑河初汛期水质水量调度研究

下载PDF
导出
摘要 北方冬春两季气候干燥,降水不具备形成径流条件,农田残留化肥、腐败有机物等污染物在沟渠内聚集。汛期沟渠内污染物随地表径流汇入河道,对干流河道水质造成影响。为研究初汛期污染物汇入对河道水质的影响,选择北方淮河流域重点河流南涑河作为研究对象,针对COD和氨氮,建立MIKE11模型模拟在初汛期随污染物汇入后南涑河水质的变化规律,探索最佳调度方案解决初汛期污染物含量过高的问题。研究表明,初汛期南涑河省控断面老屯桥不满足水质要求。通过模型模拟,截污能够保证初汛期南涑河省控断面水质满足水质目标。该方法为MIKE11模型的广泛应用提供基础,并为北方河道初汛期水质污染提供解决思路。 The climate in winter and spring in northern China is dry,the precipitation does not have the conditions to form runoff,and the pollutants such as residual chemical fertilizer and rotten organic matter gather in the ditch.During the flood season,the pollutants in the ditch converge into the river with the surface runoff,which has an impact on the water quality of the main river.In order to study the influence of pollutant influx on river water quality in the early flood season,Nansu River,a key river in the Huaihe River Basin in the north,was selected as the research object.Aiming at COD and ammonia nitrogen,a MIKE11 model was established to simulate the change law of Nansu River water quality with the influx of pollutants in the early flood season,and to explore the best dispatching scheme to solve the problem of excessive pollutant concentration in the early flood season.The study shows that Laotun Bridge in the control section of Nansu River does not meet the requirements of water quality in the early flood season.Through the model simulation,sewage interception can ensure that the water quality of the control section of Nansu River in the early flood season can meet the water quality target.This method provides a basis for the wide application of MIKE11 model,and provides a solution to water pollution in the early flood season of northern rivers.
出处 《科技创新与应用》 2023年第32期112-115,共4页 Technology Innovation and Application
基金 山东省淮河流域重点平原洼地沿运片邳苍郯新片区治理工程科学研究项目(PCTXPQ-KY202002)。
关键词 MIKE11 初汛期 联合调度 水质污染 水质变化规律 MIKE11 early flood season joint dispatching water pollution water quality change law
  • 相关文献

参考文献8

二级参考文献48

  • 1张利,石凤君,柴洁,王凯.河道现状行洪分析及防汛特征水位确定的探讨[J].水利科技与经济,2013,19(12):77-78. 被引量:10
  • 2HAYES D F, LABADIE J W, SANDERS T G. Enhancing water quality in hydropower system operations[ J]. Water ResourcesResearch, 1998, 34(3) :471 - 483.
  • 3WILLEY R G, SMITH D J, DUKE J H. Modeling water-resource systems for water-quality management[ J]. Journal of W aterResources Planning and Management, 1996, 122(3) : 171 - 179.
  • 4LOFTIS B, LABADIE J W, FONTANE D G. Optimal operation of a system of lakes for quality and quantity[ C]//TORNO HC. Computer Applications in Water Resources. New York: ASCE, 1989:693 - 702.
  • 5PINGRY D E, SHAFIEL T L, BOLES K E. Role for decision-support systems in water-delivery design[ J] .Journal of Water Resources Planning and.Management, 1990, 116(6):629-644.
  • 6汪德耀.计算水力学理论与应用[M].南京:河海大学出版社,1989..
  • 7陶晓东,黄莉,张小林,杨晨霞,周必翠.基于河网概化的滨海平原地区骨干河道排涝复核计算[J].水利与建筑工程学报,2007,5(4):22-25. 被引量:11
  • 8Danish Hydraulic Institute(DHI). MIKE 11: A Modeling System for Rivers and Channels Reference Manual[R]. DHI. 2014.
  • 9刘冀,李伟,张弛,宋绪美.碧流河水库下游河道行洪能力及洪水淹没模拟[J].中国农村水利水电,2008(2):22-25. 被引量:18
  • 10张小琴,包为民,梁文清,黄琳煜.河道糙率问题研究进展[J].水力发电,2008,34(6):98-100. 被引量:45

共引文献93

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