摘要
为了模拟淮河中游洪水及污染物氨氮的变化过程,根据河道水动力特性以及污染物输送特征,利用2000-2003年6场洪水的流量、水质资料和451个断面的地形资料,建立了河网一维水动力模型和水质模型.经过模拟验证,模型计算的流量平均确定性系数为0.85,水质浓度变化与实测状况趋势保持一致,表明建立的模型具有较好的模拟效果,可为淮河水闸的防洪防污调度提供技术支持.
In order to simulate the dynamic change of flood discharge and the concentration of the main contaminant(ammonia-nitrogen) in the middle reach of Huai River Basin,one-dimensional hydrodynamic and water quality model for river networks are established by using topographical data,observation discharge and water quality data of 451 sections in 2000-2003,on the basis of hydrodynamic characteristic of rivers as well as the pollution transportation characteristic.After the model validation,the average coefficient of determination is 0.85 and the simulated concentration of ammonia-nitrogen has the same trend with the measured ones.The model is applied to the sluice's flood and pollution control system.
出处
《武汉大学学报(工学版)》
CAS
CSCD
北大核心
2013年第4期437-441,共5页
Engineering Journal of Wuhan University
关键词
淮河流域
水动力模型
水质模型
沙颍河
Huai River Basin
hydrodynamic model
water quality model
Shaying River