不同弗劳德数下流经新生植被的水力跃迁和能量消耗分析

IF 1.7 4区 工程技术 Q3 ENGINEERING, CIVIL Iranian Journal of Science and Technology, Transactions of Civil Engineering Pub Date : 2024-08-06 DOI:10.1007/s40996-024-01571-x
Nadir Murtaza, Ghufran Ahmed Pasha, Norio Tanaka, Usman Ghani, Naveed Anjum, Kashif Iqbal
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引用次数: 0

摘要

明渠中的新生植被是影响水流阻力的重要因素,对水流特性有较大影响。本文旨在比较在亚临界流和超临界流等各种水流条件下出露植被的重要性。该方法利用了两种水流条件(亚临界水流和超临界水流),并根据不同的排水量和不变的河床坡度进一步考虑了每种水流条件,反之亦然。例如,在亚临界流条件下,Froude 数被定义为(Fr(CD-VS) 代表恒定排水量和变化河床坡度条件下的 Froude 数)和(Fr(CS-VD) 代表恒定河床坡度和变化排水量条件下的 Froude 数)。在超临界流条件下也定义了类似的流动条件。研究了各种参数,如回水上升、水力跃迁、能量减少、流体力 (RFI%) 和力矩指数减少 (RMI%),以及溢流体积减少 (ΔQ%)。结果分亚临界流和超临界流两个阶段进行了解释。在次临界流条件下,植被下游一侧出现了起伏的水力跃迁,在 Fr(CS-VD) 和 Fr(CD-VS) 条件下,最大能量减少分别为 28% 和 33.4%。此外,在(Fr(CS-VD))情况下,RFI% 和 RMI% 的最大值随着(Fr(CS-VD))值的增加而增加。在(Fr(CS-VD))情况下,溢流体积的最大减幅为 72%。在超临界水流条件下,植被上游一侧出现了起伏的水力跃迁,能量的减少随(Fr(CS-VD))值的增加而增加。在 (Fr(CS-VD)) 的情况下,观察到的 RFI% 和 RMI% 的最大值为 16.67%。这些结果有助于理解植被与水流动力学之间复杂的相互作用,对管理和减轻植被环境中的洪水风险具有重要意义。
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Analysis of Hydraulic Jump and Energy Dissipation in Flow Through Emergent Vegetation Under Varying Froude Numbers

Emergent vegetation in an open channel is a significant factor in flow resistance and has greater influence on flow characteristics. This paper aims to compare the significance of emergent vegetation under various flow conditions including sub and supercritical flow conditions. The methodology utilizes two types of flow condition (sub and supercritical flow), and each type was further considered on the basis of varying discharge and constant channel bed slope and vice versa. For example, under subcritical flow Froude number was defined as a (Fr(CD-VS) represent Froude number under constant discharge and varying channel bed slope) and (Fr(CS-VD) represent Froude number under constant channel bed slope and varying discharge). A similar flow condition was defined under supercritical flow conditions. Various parameters such as backwater rise, hydraulic jump, energy reduction, fluid force (RFI%) and moment index reduction (RMI%) as well as reduction of overflow volume (∆Q%) were investigated. The result has been explained in two phases such as sub and supercritical flow. Under sub-critical flow, an undulated hydraulic jump was observed on the downstream side of the vegetation and a maximum energy reduction was 28% in the case of (Fr(CS-VD)) and 33.4% in the case (Fr(CD-VS)). Moreover, in the case of (Fr(CS-VD)) the maximum value of the RFI% and RMI% increased by increasing the values of (Fr(CS-VD)). The maximum reduction of overflow volume observed was 72% in the case of (Fr(CS-VD)). Under supercritical flow, an undulated hydraulic jump was observed on the upstream side of vegetation and energy reduction increases by increasing the values of (Fr(CS-VD)). The maximum value of the RFI% and RMI% observed was 16.67% in the case of (Fr(CS-VD)). These results contribute to understanding the complex interactions between vegetation and flow dynamics, with implications for managing and mitigating flood risks in vegetated environments.

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来源期刊
CiteScore
3.30
自引率
11.80%
发文量
203
期刊介绍: The aim of the Iranian Journal of Science and Technology is to foster the growth of scientific research among Iranian engineers and scientists and to provide a medium by means of which the fruits of these researches may be brought to the attention of the world’s civil Engineering communities. This transaction focuses on all aspects of Civil Engineering and will accept the original research contributions (previously unpublished) from all areas of established engineering disciplines. The papers may be theoretical, experimental or both. The journal publishes original papers within the broad field of civil engineering which include, but are not limited to, the following: -Structural engineering- Earthquake engineering- Concrete engineering- Construction management- Steel structures- Engineering mechanics- Water resources engineering- Hydraulic engineering- Hydraulic structures- Environmental engineering- Soil mechanics- Foundation engineering- Geotechnical engineering- Transportation engineering- Surveying and geomatics.
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