摘要
系统地阐述了现行各种流量演算模型普遍存在系统偏差〔注〕及其造成的原因，根据河槽蓄泄特性提出了滞后出流流量演算模型及其解法．实例应用表明，该模型在实例河段优于反映非线性影响的马斯京根演算模型。
This paper expounds the systematic errors existing in operation various flow routing models and the resasons causing the errors. The Retarding Discharge Routing Model and its corresponding flow routing method are advanced on the basis of the relation between channel strorage and discharge. The fact that mis model is superior to Muskingum Routing Model taking non-linear effect into account has been Proved by a given example.
出处
《水科学进展》
EI
CAS
CSCD
1994年第3期200-207,共8页
Advances in Water Science
关键词
河道流量
流量演算
预测
streamflow
flow routing
forecast.
