Nadir Murtaza, Ghufran Ahmed Pasha, Norio Tanaka, Usman Ghani, Naveed Anjum, Kashif Iqbal
{"title":"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","authors":"Nadir Murtaza, Ghufran Ahmed Pasha, Norio Tanaka, Usman Ghani, Naveed Anjum, Kashif Iqbal","doi":"10.1007/s40996-024-01571-x","DOIUrl":null,"url":null,"abstract":"<p>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<sub>(CD-VS)</sub> represent Froude number under constant discharge and varying channel bed slope) and (Fr<sub>(CS-VD)</sub> 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<sub>(CS-VD)</sub>) and 33.4% in the case (Fr<sub>(CD-VS)</sub>). Moreover, in the case of (Fr<sub>(CS-VD)</sub>) the maximum value of the RFI% and RMI% increased by increasing the values of (Fr<sub>(CS-VD)</sub>). The maximum reduction of overflow volume observed was 72% in the case of (Fr<sub>(CS-VD)</sub>). 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<sub>(CS-VD)</sub>). The maximum value of the RFI% and RMI% observed was 16.67% in the case of (Fr<sub>(CS-VD)</sub>). These results contribute to understanding the complex interactions between vegetation and flow dynamics, with implications for managing and mitigating flood risks in vegetated environments.</p>","PeriodicalId":14550,"journal":{"name":"Iranian Journal of Science and Technology, Transactions of Civil Engineering","volume":"5 1","pages":""},"PeriodicalIF":1.7000,"publicationDate":"2024-08-06","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Analysis of Hydraulic Jump and Energy Dissipation in Flow Through Emergent Vegetation Under Varying Froude Numbers\",\"authors\":\"Nadir Murtaza, Ghufran Ahmed Pasha, Norio Tanaka, Usman Ghani, Naveed Anjum, Kashif Iqbal\",\"doi\":\"10.1007/s40996-024-01571-x\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<p>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<sub>(CD-VS)</sub> represent Froude number under constant discharge and varying channel bed slope) and (Fr<sub>(CS-VD)</sub> 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<sub>(CS-VD)</sub>) and 33.4% in the case (Fr<sub>(CD-VS)</sub>). Moreover, in the case of (Fr<sub>(CS-VD)</sub>) the maximum value of the RFI% and RMI% increased by increasing the values of (Fr<sub>(CS-VD)</sub>). The maximum reduction of overflow volume observed was 72% in the case of (Fr<sub>(CS-VD)</sub>). 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<sub>(CS-VD)</sub>). The maximum value of the RFI% and RMI% observed was 16.67% in the case of (Fr<sub>(CS-VD)</sub>). These results contribute to understanding the complex interactions between vegetation and flow dynamics, with implications for managing and mitigating flood risks in vegetated environments.</p>\",\"PeriodicalId\":14550,\"journal\":{\"name\":\"Iranian Journal of Science and Technology, Transactions of Civil Engineering\",\"volume\":\"5 1\",\"pages\":\"\"},\"PeriodicalIF\":1.7000,\"publicationDate\":\"2024-08-06\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Iranian Journal of Science and Technology, Transactions of Civil Engineering\",\"FirstCategoryId\":\"5\",\"ListUrlMain\":\"https://doi.org/10.1007/s40996-024-01571-x\",\"RegionNum\":4,\"RegionCategory\":\"工程技术\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q3\",\"JCRName\":\"ENGINEERING, CIVIL\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Iranian Journal of Science and Technology, Transactions of Civil Engineering","FirstCategoryId":"5","ListUrlMain":"https://doi.org/10.1007/s40996-024-01571-x","RegionNum":4,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q3","JCRName":"ENGINEERING, CIVIL","Score":null,"Total":0}
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.
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.