CLC number: TU42
On-line Access: 2024-08-27
Received: 2023-10-17
Revision Accepted: 2024-05-08
Crosschecked: 2017-05-15
Cited: 0
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Citations: Bibtex RefMan EndNote GB/T7714
Cheng Mei, Xu Liang, Hong-yue Sun, Meng-ping Wu. High-lift siphon flow velocity in a 4-mm siphon hose[J]. Journal of Zhejiang University Science A, 2017, 18(6): 487-495.
@article{title="High-lift siphon flow velocity in a 4-mm siphon hose",
author="Cheng Mei, Xu Liang, Hong-yue Sun, Meng-ping Wu",
journal="Journal of Zhejiang University Science A",
volume="18",
number="6",
pages="487-495",
year="2017",
publisher="Zhejiang University Press & Springer",
doi="10.1631/jzus.A1600428"
}
%0 Journal Article
%T High-lift siphon flow velocity in a 4-mm siphon hose
%A Cheng Mei
%A Xu Liang
%A Hong-yue Sun
%A Meng-ping Wu
%J Journal of Zhejiang University SCIENCE A
%V 18
%N 6
%P 487-495
%@ 1673-565X
%D 2017
%I Zhejiang University Press & Springer
%DOI 10.1631/jzus.A1600428
TY - JOUR
T1 - High-lift siphon flow velocity in a 4-mm siphon hose
A1 - Cheng Mei
A1 - Xu Liang
A1 - Hong-yue Sun
A1 - Meng-ping Wu
J0 - Journal of Zhejiang University Science A
VL - 18
IS - 6
SP - 487
EP - 495
%@ 1673-565X
Y1 - 2017
PB - Zhejiang University Press & Springer
ER -
DOI - 10.1631/jzus.A1600428
Abstract: high-lift siphon drainage by 4-mm internal diameter siphon hoses is a real-time, free-power, and long-term approach for slope drainage. The conventional hydraulics formula for pressurized pipe flow is generally used to calculate the single-phase velocity of siphon flow. However, an intensive cavitation phenomenon occurs in the high-lift siphon hose and then a two-phase flow is formed. Research on the velocity of high-lift siphon flow is a prerequisite for the application of siphon drainage with a 4-mm siphon hose. Few investigations of this subject have been carried out. Hence, experiments on the high-lift (8 m≤H0≤10.3 m) siphon drainage in a 4-mm siphon hose were performed. The characteristics of siphon flow under different conditions were observed and test data were obtained. Comparisons between test results and calculated results showed that significant errors were given by the hydraulics formula. It is demonstrated that the effect of gas in a siphon hose should be included in the calculation of flow velocity. The findings can be used to determine the number of siphon hoses and layout of siphon drainage holes, and provide valuable information for geotechnical companies.
This paper describes an experiment with a siphon constructed from 4-mm tubing and describes flow as function of siphon height and length. In particular, the paper shows that with a 4-mm siphon tube, beyond a certain height difference between the upper and lower reservoirs, flow velocity is a function of the height of the apex above the upper reservoir level. These siphons are useful in draining water-logged land. In my opinion this paper is a useful contribution to the siphon literature.
[1]Arthur, S., Wright, G.B., 2007. Siphonic roof drainage systems-priming focused design. Building and Environment, 42(6):2421-2431.
[2]Bomont, S., 2008. Back experience of deep drainage for land-slide stabilization through lines of siphon drains and electro-pneumatics drains: a French railway slope stabilization example. In: Chen, J.Y., Zhang, J.M., Li, Z.K., et al. (Eds.), Landslides and Engineered Slope: from the Past to the Future. CRC Press, Boca Raton, USA, p.1713-1720.
[3]Cai, Y.L., Sun, H.Y., Shang, Y.Q., et al., 2014. An investigation of flow characteristics in slope siphon drains. Journal of Zhejiang University-SCIENCE A (Applied Physics & Engineering), 15(1):22-30.
[4]Cai, Y.L., Sun, H.Y., Shang, Y.Q., et al., 2015. Air accumulation in high-lift siphon hoses under the influence of air dissolution and diffusion. Journal of Zhejiang University-SCIENCE A (Applied Physics & Engineering), 16(9):760-768.
[5]Clark, A.R., Fort, D.S., Holliday, J.K., et al., 2007. Allowing for climate change: an innovative solution to landslide stabilisation in an environmentally sensitive area on the Isle of Wight. In: Mathie, E., McInnes, R., Fairbank, H., et al. (Eds.), Landslides and Climate Change: Challenges and Solutions. Taylor and Francis Group, London, UK, p.443-454.
[6]Corominas, J., Moya, J., Ledesma, A., et al., 2005. Prediction of ground displacements and velocities from groundwater level changes at the Vallcebre landslide (Eastern Pyrenees, Spain). Landslides, 2(2):83-96.
[7]Gillarduzzi, A., 2008. Sustainable landslide stabilisation using deep wells installed with siphon drains and electro-pneumatic pumps. In: Chen, J.Y., Zhang, J.M., Li, Z.K., et al. (Eds.), Landslides and Engineered Slope: from the Past to the Future. CRC Press, Boca Raton, USA, p.1547-1552.
[8]Gress, J.C., 2008. New formulae to assess soil permeability through laboratory identification and flow coming out of vertical drains. Proceedings of the 10th International Symposium on Landslides and Engineered Slopes, p.361-364.
[9]Hu, M.L., Wu, X.R., 2011. Fluid Mechanics. Wuhan University of Technology Press, Wuhan, China, p.120-122 (in Chinese).
[10]Igwe, O., Mode, W., Nnebedum, O., et al., 2014. The analysis of rainfall-induced slope failures at Iva Valley area of Enugu State, Nigeria. Environmental Earth Sciences, 71(5):2465-2480.
[11]Mrvik, O., Bomont, S., 2011. Experience with treatment of road structure landslides by innovative methods of deep drainage. In: Mambretti, S. (Ed.), Landslides. WIT Press, UK, p.79-90.
[12]Rehbinder, G., 1994. Sediment removal with a siphon at critical flux. Journal of Hydraulic Research, 32(6):845-860.
[13]Shang, Y.Q., Cai, Y.L., Wei, Z.L., et al., 2015. Siphon drainage method for landslide prevention. Journal of Engineering Geology, 23(4):706-711 (in Chinese).
[14]Sun, H.Y., Wong, L.N.Y., Shang, Y.Q., et al., 2010. Evaluation of drainage tunnel effectiveness in landslide control. Landslides, 7(4):445-454.
[15]Tadayon, R., Ramamurthy, A.S., 2012. Discharge coefficient for siphon spillways. Journal of Irrigation and Drainage Engineering, 139(3):267-270.
[16]Ullah, S.M., Mazurek, K.A., Rajaratnam, N., et al., 2005. Siphon removal of cohesionless materials. Journal of Waterway, Port, Coastal, and Ocean Engineering, 131(3):115-122.
[17]Wright, G.B., Jack, L.B., Swaffield, J.A., 2006. Investigation and numerical modelling of roof drainage systems under extreme events. Building and Environment, 41(2):126-135.
[18]Xiong, X.L., Sun, H.Y., Zhang, S.H., et al., 2014. Analysis of condition of ensuring high-lift siphon drainage and numerical simulation of choice of optimum diameter. Journal of Jilin University (Earth Science Edition), 44(5):1595-1601 (in Chinese).
[19]Zhang, Y.F., 1999. Experimental study on indoor siphon drainage. Subgrade Engineering, 4:22-25 (in Chinese).
[20]Zhang, Y.F., Zhang, Y.J., 1999. Research on siphon drainage application technology. China Railway Science, 20(3):52-60 (in Chinese).
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