{"title":"“泄洪洞空气需求预测与风道设计优化方法”","authors":"J. Lian, Xin Eric Wang, Dongming Liu","doi":"10.1080/00221686.2022.2161962","DOIUrl":null,"url":null,"abstract":"where Co is the so-called choking number (Crispino et al., 2019; Stahl & Hager, 1999), F the approach Froude number, Y∗ = Ht/h0 the sequent depth ratio for pressurized flows for a rectangular tunnel, Ht the tunnel height and h0 the water depth. When Eqs (1) and (2) are applied, the detailed parameters of the spillway tunnel of Jinping-I dam are listed in Table C1, in which s is the gate opening percentage, hgate the height of gate opening, hc the water depth of the contraction section downstream the gate (Henry, 1977), B the tunnel width, Hteq = A/B the equivalent tunnel height and A ≈ 206m2 the sectional area Figure C1 Comparison of β: (a) prototype observations, (b) Eq. (1), (c) the model of the original article","PeriodicalId":54802,"journal":{"name":"Journal of Hydraulic Research","volume":"61 1","pages":"300 - 301"},"PeriodicalIF":1.7000,"publicationDate":"2023-03-04","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Closure to “Air demand prediction and air duct design optimization method for spillway tunnel”\",\"authors\":\"J. Lian, Xin Eric Wang, Dongming Liu\",\"doi\":\"10.1080/00221686.2022.2161962\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"where Co is the so-called choking number (Crispino et al., 2019; Stahl & Hager, 1999), F the approach Froude number, Y∗ = Ht/h0 the sequent depth ratio for pressurized flows for a rectangular tunnel, Ht the tunnel height and h0 the water depth. When Eqs (1) and (2) are applied, the detailed parameters of the spillway tunnel of Jinping-I dam are listed in Table C1, in which s is the gate opening percentage, hgate the height of gate opening, hc the water depth of the contraction section downstream the gate (Henry, 1977), B the tunnel width, Hteq = A/B the equivalent tunnel height and A ≈ 206m2 the sectional area Figure C1 Comparison of β: (a) prototype observations, (b) Eq. (1), (c) the model of the original article\",\"PeriodicalId\":54802,\"journal\":{\"name\":\"Journal of Hydraulic Research\",\"volume\":\"61 1\",\"pages\":\"300 - 301\"},\"PeriodicalIF\":1.7000,\"publicationDate\":\"2023-03-04\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Journal of Hydraulic Research\",\"FirstCategoryId\":\"5\",\"ListUrlMain\":\"https://doi.org/10.1080/00221686.2022.2161962\",\"RegionNum\":3,\"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":"Journal of Hydraulic Research","FirstCategoryId":"5","ListUrlMain":"https://doi.org/10.1080/00221686.2022.2161962","RegionNum":3,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q3","JCRName":"ENGINEERING, CIVIL","Score":null,"Total":0}
引用次数: 0
摘要
其中,Co是所谓的阻塞数(Crispino et al.,2019;Stahl&Hager,1999),F是接近弗劳德数,Y*=Ht/h0是矩形隧道加压流的顺序深度比,Ht是隧道高度,h0是水深。当应用等式(1)和(2)时,锦屏一号大坝泄洪洞的详细参数如表C1所示,其中s为闸门开启百分比,hgate为闸门开启高度,hc为闸门下游收缩段的水深(Henry,1977),B为隧洞宽度,Hteq=A/B等效隧道高度,A≈206m2截面面积图C1β的比较:(A)原型观测,(B)方程。(1),(c)原始文章的模型
Closure to “Air demand prediction and air duct design optimization method for spillway tunnel”
where Co is the so-called choking number (Crispino et al., 2019; Stahl & Hager, 1999), F the approach Froude number, Y∗ = Ht/h0 the sequent depth ratio for pressurized flows for a rectangular tunnel, Ht the tunnel height and h0 the water depth. When Eqs (1) and (2) are applied, the detailed parameters of the spillway tunnel of Jinping-I dam are listed in Table C1, in which s is the gate opening percentage, hgate the height of gate opening, hc the water depth of the contraction section downstream the gate (Henry, 1977), B the tunnel width, Hteq = A/B the equivalent tunnel height and A ≈ 206m2 the sectional area Figure C1 Comparison of β: (a) prototype observations, (b) Eq. (1), (c) the model of the original article
期刊介绍:
The Journal of Hydraulic Research (JHR) is the flagship journal of the International Association for Hydro-Environment Engineering and Research (IAHR). It publishes research papers in theoretical, experimental and computational hydraulics and fluid mechanics, particularly relating to rivers, lakes, estuaries, coasts, constructed waterways, and some internal flows such as pipe flows. To reflect current tendencies in water research, outcomes of interdisciplinary hydro-environment studies with a strong fluid mechanical component are especially invited. Although the preference is given to the fundamental issues, the papers focusing on important unconventional or emerging applications of broad interest are also welcome.