| 叶尔羌河库鲁克栏杆站-喀群站洪水传播时间规律 |
| |
| 引用本文： | 杨静. 叶尔羌河库鲁克栏杆站-喀群站洪水传播时间规律[J]. 吉林水利, 2014, 0(7): 57-59 |
| |
| 作者姓名： | 杨静 |
| |
| 作者单位： | 新疆伊犁水文水资源勘探局,新疆伊犁835000 |
| |
| 摘 要： | 通过建立库鲁克栏杆站和喀群站流量与单位河长传播时间Q―t关系,确定了库鲁克栏干站-喀群站河段流量与洪水传播时间关系的基本模式。根据2站历史洪水数据建立的Q―T0关系验证了库鲁克栏干站-喀群站河段流量与洪水传播时间基本模式。库鲁克栏杆站洪水流量超过2 000m3/s,库鲁克栏干站-喀群站河段洪水传播时间稳定在7-8h。
|
| 关 键 词： | 传播时间 单位河长 洪峰 |
Law of flood propagation time in Kuluklangan station-Kaqun station in Yarkant River |
| |
| Yang Jing. Law of flood propagation time in Kuluklangan station-Kaqun station in Yarkant River[J]. Jilin Water Resources, 2014, 0(7): 57-59 |
| |
| Authors: | Yang Jing |
| |
| Abstract: | By establishing river flow and flood propagation time in the unit river long Q-t relationship of Ku- luklangan station and Kaqun station,identified the basic model of fiver flow and flood propagation time in Ku- luklangan station-Kaqun station.Established fiver flow and flood propagation time Q-T0 relationship based on historical flood data of 2 stations,verified the basic model.When flood flow over 2000m^3/s in Kuluklangan station,flood propagation time stable at 7-8h in Kuluklangan station-Kaqun station. |
| |
| Keywords: | propagation time flood peak the unit river long |
| 本文献已被 CNKI 维普 等数据库收录！ |
|
