A. Kabiri-Samani, Nooshin Jafarinasab, Z. S. Khozani
{"title":"底部出口两相流与进气涡的关系","authors":"A. Kabiri-Samani, Nooshin Jafarinasab, Z. S. Khozani","doi":"10.1680/jwama.21.00055","DOIUrl":null,"url":null,"abstract":"Model experiments were carried out into the hydraulic characteristics of air−water two-phase flow inside the bottom outlet of shaft spillways as a result of natural air suction from air-core vortices at the pipe intake. Experiments were performed in a cylindrical reservoir 2 m in diameter and 1 m high, under a swirling flow around the intake, investigating the most severe two-phase flow regimes. Vertical pipe intakes with three different diameters and heights, attached to the floor of the reservoir at its centre, were examined for different flow discharges by establishing different vortex types. The results including tangential velocity profiles inside the main reservoir, head−discharge relationships, average internal pressure inside the outlet pipe and the relation between swirling flow at the pipe intake and the two-phase flow inside the bottom outlet are discussed in this paper. Results indicate that the void fraction decreases by changing the type of swirling flow. For a constant submergence depth, reducing the intake pipe diameter or increasing its height lead to an increase in void fraction and two-phase slug flow wave Froude number, velocity, length and frequency. However, by the increase in Kolf number, the frequency of slug waves reduced and the average relative two-phase flow pressure inside the bottom outlet was increased. The relationships between two-phase flow hydraulic characteristics and regimes inside the bottom outlet and types of vortices at the intakes will be of the interest of both the scientific research and design engineers, helping them increase the efficiency and safety of pressurised waterway systems.","PeriodicalId":54569,"journal":{"name":"Proceedings of the Institution of Civil Engineers-Water Management","volume":"13 1","pages":""},"PeriodicalIF":1.1000,"publicationDate":"2023-02-27","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Relationship between two-phase flow in bottom outlet and air-core vortices at intake\",\"authors\":\"A. Kabiri-Samani, Nooshin Jafarinasab, Z. S. Khozani\",\"doi\":\"10.1680/jwama.21.00055\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"Model experiments were carried out into the hydraulic characteristics of air−water two-phase flow inside the bottom outlet of shaft spillways as a result of natural air suction from air-core vortices at the pipe intake. Experiments were performed in a cylindrical reservoir 2 m in diameter and 1 m high, under a swirling flow around the intake, investigating the most severe two-phase flow regimes. Vertical pipe intakes with three different diameters and heights, attached to the floor of the reservoir at its centre, were examined for different flow discharges by establishing different vortex types. The results including tangential velocity profiles inside the main reservoir, head−discharge relationships, average internal pressure inside the outlet pipe and the relation between swirling flow at the pipe intake and the two-phase flow inside the bottom outlet are discussed in this paper. Results indicate that the void fraction decreases by changing the type of swirling flow. For a constant submergence depth, reducing the intake pipe diameter or increasing its height lead to an increase in void fraction and two-phase slug flow wave Froude number, velocity, length and frequency. However, by the increase in Kolf number, the frequency of slug waves reduced and the average relative two-phase flow pressure inside the bottom outlet was increased. The relationships between two-phase flow hydraulic characteristics and regimes inside the bottom outlet and types of vortices at the intakes will be of the interest of both the scientific research and design engineers, helping them increase the efficiency and safety of pressurised waterway systems.\",\"PeriodicalId\":54569,\"journal\":{\"name\":\"Proceedings of the Institution of Civil Engineers-Water Management\",\"volume\":\"13 1\",\"pages\":\"\"},\"PeriodicalIF\":1.1000,\"publicationDate\":\"2023-02-27\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Proceedings of the Institution of Civil Engineers-Water Management\",\"FirstCategoryId\":\"5\",\"ListUrlMain\":\"https://doi.org/10.1680/jwama.21.00055\",\"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":"Proceedings of the Institution of Civil Engineers-Water Management","FirstCategoryId":"5","ListUrlMain":"https://doi.org/10.1680/jwama.21.00055","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}
Relationship between two-phase flow in bottom outlet and air-core vortices at intake
Model experiments were carried out into the hydraulic characteristics of air−water two-phase flow inside the bottom outlet of shaft spillways as a result of natural air suction from air-core vortices at the pipe intake. Experiments were performed in a cylindrical reservoir 2 m in diameter and 1 m high, under a swirling flow around the intake, investigating the most severe two-phase flow regimes. Vertical pipe intakes with three different diameters and heights, attached to the floor of the reservoir at its centre, were examined for different flow discharges by establishing different vortex types. The results including tangential velocity profiles inside the main reservoir, head−discharge relationships, average internal pressure inside the outlet pipe and the relation between swirling flow at the pipe intake and the two-phase flow inside the bottom outlet are discussed in this paper. Results indicate that the void fraction decreases by changing the type of swirling flow. For a constant submergence depth, reducing the intake pipe diameter or increasing its height lead to an increase in void fraction and two-phase slug flow wave Froude number, velocity, length and frequency. However, by the increase in Kolf number, the frequency of slug waves reduced and the average relative two-phase flow pressure inside the bottom outlet was increased. The relationships between two-phase flow hydraulic characteristics and regimes inside the bottom outlet and types of vortices at the intakes will be of the interest of both the scientific research and design engineers, helping them increase the efficiency and safety of pressurised waterway systems.
期刊介绍:
Water Management publishes papers on all aspects of water treatment, water supply, river, wetland and catchment management, inland waterways and urban regeneration.
Topics covered: applied fluid dynamics and water (including supply, treatment and sewerage) and river engineering; together with the increasingly important fields of wetland and catchment management, groundwater and contaminated land, waterfront development and urban regeneration. The scope also covers hydroinformatics tools, risk and uncertainty methods, as well as environmental, social and economic issues relating to sustainable development.