摘要
本文通过实例和理论分析简述了感潮堰闸水文站一潮最大流量整编采用一潮平均流量与一潮最大流量建立相关关系推流的局限性,并提出了解决的方法。
This paper described the limitation of using the relation between mean one-tide discharge and max. one-tide discharge for flow calculation in max. one-tide disch .arge data compilation for tidal weir and sluice stations, and also provided solutions.
出处
《水文》
CSCD
北大核心
2009年第3期80-80,92,共2页
Journal of China Hydrology
关键词
感潮堰闸
一潮最大流量
定线
推流
误差控制
tidal weir and sluice station
one-tide max. discharge
curve determination, flow calculation, error control