Numerical, Experimental and Analytical Studies on Fluid Flow through a Marsh Funnel

被引:6
|
作者
Sadrizadeh, S. [1 ,2 ]
Ghafar, A. N. [3 ]
Halilovic, A. [4 ]
Hakansson, U. [5 ]
机构
[1] Lawrence Berkeley Natl Lab, 1 Cyclotron Rd, Berkeley, CA 94720 USA
[2] Univ Calif Berkeley, Ctr Built Environm, Berkeley, CA 94720 USA
[3] KTH Royal Inst Technol, Soil & Rock Mech, S-10044 Stockholm, Sweden
[4] KTH Royal Inst Technol, Fluid & Climate Technol, S-10044 Stockholm, Sweden
[5] Skanska AB, S-11274 Stockholm, Sweden
关键词
Multiphase flow; Marsh funnel; CFD; Analytical solution; Experimental approach; Fluid flow simulation; Discharge coefficient; Cement-based grout; WATER-CEMENT RATIOS; GROUTS; CONE; SIMULATION; VOLUME;
D O I
10.18869/acadpub.jafm.73.243.27902
中图分类号
O414.1 [热力学];
学科分类号
摘要
This paper presents the application of computational fluid dynamics technique in civil and underground industries to evaluate fluid behaviour in a Marsh funnel. The numerical approach, based on computational fluid dynamics, simulated an incompressible two-phase Newtonian flow by means of the Volume-of-Fluid method. A complementary analytical proposed which provided a quick, field-ready method to assess the fluid field in the Marsh funnel. A supplemental experimental effort evaluated the results obtained from both the analytical calculation and numerical simulation. Results showed that the application of computational fluid dynamics technique gives the desired results in studying fluid flows in civil and underground industries. Proposed analytical solution is also capable of accurately predicting the fluid flow and thus can complement the experimental and numerical approaches. Further, the proposed analytical approach can be an alternative method for faster evaluation of fluid, although it needs to be calibrated with either the numerical or the experimental studies.
引用
收藏
页码:1501 / 1507
页数:7
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