摘要
在定床物理模型试验的基础上进行了动床试验 ,验证优化防洪规划岸线在特大洪水作用下的河床演变规律 。
Movable bed model experiments are conducted based on fixed bed model tests.The embankment line for flood control under large flood is tested. The water diversion ratio for the north and south braided channels is proposed.
出处
《河海大学学报（自然科学版）》
CAS
CSCD
2000年第4期29-35,共7页
Journal of Hohai University(Natural Sciences)
关键词
定床模型
动床模型
防洪规划岸线
福州河段
fixed bed model
movable bed model
braided channel
water diversion ratio
