High-Velocity Air-Water Flow Measurements in a Prototype Tunnel Chute: Scaling of Void Fraction and Interfacial Velocity

被引:31
作者
Hohermuth, Benjamin [1 ]
Boes, Robert M. [1 ]
Felder, Stefan [2 ]
机构
[1] Swiss Fed Inst Technol, Lab Hydraul Hydrol & Glaciol VAW, CH-8093 Zurich, Switzerland
[2] UNSW Sydney, Sch Civil & Environm Engn, Water Res Lab, Manly Vale, NSW 2093, Australia
基金
瑞士国家科学基金会;
关键词
FREE-SURFACE FLOWS; STEPPED CHUTES; HYDRAULIC JUMP; TURBULENCE; AERATION; ENTRAINMENT; SIMILARITY; DYNAMICS;
D O I
10.1061/(ASCE)HY.1943-7900.0001936
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Aeration occurs in many natural and human-made flows and must be considered in engineering design. In water infrastructure, air-water flows can be violent and of very high velocity. To date, most fundamental research and engineering design guidelines involving air-water flows have been based upon laboratory scale measurements with limited validation at prototype scale with larger Reynolds numbers. Herein, unique measurements were conducted in high-velocity air-water flows in the tunnel chute of the 225-m-high Luzzone arch Dam in Switzerland. For each of the two test series, an array of 16 double-tip conductivity probes was installed in the circular tunnel chute of 3 m diameter and slope of approximate to 37 degrees measuring void fraction, bubble count rate, interfacial velocity, and droplet sizes for four different discharges of up to 15.9 m(3)/s corresponding to Reynolds numbers of up to 2.4 x 10(7) and mean flow velocities of up to 38 m/s. Void fraction and interfacial velocity distributions, as well as design parameters such as depth-averaged void fractions and flow resistance, compared well with previous laboratory studies and empirical equations. The droplet chord sizes exhibited scale effects, and care must be taken if air-water mass transfer and droplet momentum exchange processes are assessed at the laboratory scale. (C) 2021 American Society of Civil Engineers.
引用
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页数:11
相关论文
共 59 条
[1]  
Aivazyan O.M., 1987, Hydrotechnical Construction, P713, DOI DOI 10.1007/BF01425070
[2]   Turbulence Characteristics in Supercritical Open Channel Flows: Effects of Froude Number and Aspect Ratio [J].
Auel, Christian ;
Albayrak, Ismail ;
Boes, Robert M. .
JOURNAL OF HYDRAULIC ENGINEERING, 2014, 140 (04) :1-16
[3]  
Boes R., 2000, THESIS LAB HYDRAULIC
[4]   Two-phase flow characteristics of stepped spillways [J].
Boes, RM ;
Hager, WH .
JOURNAL OF HYDRAULIC ENGINEERING, 2003, 129 (09) :661-670
[5]   Hydraulic design of stepped spillways [J].
Boes, RM ;
Hager, WH .
JOURNAL OF HYDRAULIC ENGINEERING, 2003, 129 (09) :671-679
[6]   The dynamics of strong turbulence at free surfaces. Part 1. Description [J].
Brocchini, M ;
Peregrine, DH .
JOURNAL OF FLUID MECHANICS, 2001, 449 :225-254
[7]  
CAIN P, 1981, J HYDR ENG DIV-ASCE, V107, P1425
[8]  
Cain P., 1978, Measurements within self-aerated flow on a large spillway
[9]   DRAG REDUCTION IN OPEN-CHANNEL FLOW BY AERATION AND SUSPENDED-LOAD [J].
CHANSON, H .
JOURNAL OF HYDRAULIC RESEARCH, 1994, 32 (01) :87-101
[10]   Air-water flows down stepped chutes: turbulence and flow structure observations [J].
Chanson, H ;
Toombes, L .
INTERNATIONAL JOURNAL OF MULTIPHASE FLOW, 2002, 28 (11) :1737-1761