首页 | 本学科首页   官方微博 | 高级检索  
     

涉水工程泥浆排放输移扩散数值模拟
引用本文:陆俊卿,张小峰,李红全,袁晶,陈珺.涉水工程泥浆排放输移扩散数值模拟[J].武汉大学学报(工学版),2007,40(5):58-62.
作者姓名:陆俊卿  张小峰  李红全  袁晶  陈珺
作者单位:1. 武汉大学水资源与水电工程科学国家重点实验室,湖北,武汉,430072
2. 河南小浪底电厂,河南,焦作,454681
3. 长江水利委员会水文局,湖北,武汉,430010
基金项目:国家重点基础研究发展计划(973计划)
摘    要:以含沙水流为研究对象,采用一般曲线坐标系下平面二维水沙输移数学模型对长江武汉河段岸边高浓度泥浆排放所形成的浓度场进行了数值模拟.模型重点考虑了高浓度泥浆在输移扩散过程中与河床的交换以及泥沙级配、河床变形对水沙运动的影响,计算结果能为工程单位决策提供科学依据.

关 键 词:输移扩散  一般曲线坐标  水沙数学模型  河床变形
文章编号:1671-8844(2007)05-0058-05
修稿时间:2006-12-05

Preliminary study on numerical model for sediment-laden flow from near-shore projects
LU Junqing,ZHANG Xiaofeng,LI Hongquan,YUAN Jing,CHEN Jun.Preliminary study on numerical model for sediment-laden flow from near-shore projects[J].Engineering Journal of Wuhan University,2007,40(5):58-62.
Authors:LU Junqing  ZHANG Xiaofeng  LI Hongquan  YUAN Jing  CHEN Jun
Affiliation:1. State Key Laboratory of Water Resources and Hydropower Engineering Science, Wuhan University, Wuhan 430072, Chinal 2. Xiaolangdi Power Plant, Jiaozuo 454681, China 3. Hydrology Bureau, Changjiang Water Resources Commission, Wuhan 430010, China
Abstract:An unsteady two-dimension(2-D) horizontal mathematical model for flow and sediment in generalized curvilinear coordinate is employed to simulate the contaminated zone induced by side-discharged dense slurry in Wuhan reach of the Yangtze River.The exchange between suspended silt and riverbed,sand graduation and riverbed deformation are taken into account in the model.The results can give reliable and scientific base for engineering organization to make a decision.
Keywords:disperse and transport  generalized curvilinear coordinate  model for water flow sediment  riverbed deformation
本文献已被 CNKI 维普 万方数据 等数据库收录!
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号