低洼河流养护方式对其水力条件的影响

IF 0.6 Q4 ENGINEERING, CIVIL Civil and Environmental Engineering Reports Pub Date : 2022-12-01 DOI:10.2478/ceer-2022-0060
K. Wolski
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引用次数: 0

摘要

摘要本文介绍了在IRIC环境下,利用Nays2DH水动力模型对河床植物和河道养护对水力条件的影响进行数值分析的结果。研究资料于2018年10月在Wrocław的Ślęza河上收集了实际输入变量。根据与河流维护相关的三种可能的变量,对构建和校准的模型进行重新配置:W0变量—将植被留在河床上,W1变量—去除河床上的所有植被,W2变量—去除右岸2.0 m带的植被,W3变量—去除距河岸2.0 m带的植被,交替在右岸和左岸。水文边界条件为流量0,32 ~ 5 [m3/s]。对于4种变化,分析了水流对地下水位位置、河道最大流速和平均流速、河道最大剪应力和平均剪应力的依赖关系。
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Impact of Maintenance Methods of an Overgrown Lowland River on its Hydraulic Conditions
Abstract The paper presents the results of numerical analyses carried out in the IRIC environment on the Nays2DH hydrodynamic model regarding the impact of plants in the riverbed and watercourse maintenance on hydraulic conditions. The research material was collected for the actual input variant in October 2018 on the Ślęza River in Wrocław. The constructed and calibrated model was reconfigured on basis of the existing vegetation in three possible variants related to river maintenance: W0 variant - leaving the vegetation in the riverbed, W1 variant - removing all vegetation in the riverbed, variant W2 - removing vegetation in the 2.0 m strip from the right bank, W3 - removing of vegetation in a strip of 2.0 m from the bank, alternately on the right and left bank. Hydrological boundary conditions were flows from 0,32 to 5 [m3/s]. For four variants, the dependence of flows on the water table location, maximum and average velocities in the channel, and maximum and average shear stresses in the channel were analysed.
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自引率
14.30%
发文量
40
审稿时长
52 weeks
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