Experimental investigation of interfacial wave in stratified low-viscosity-oil and water flow in horizontal and upward pipes

Author(s):  
Yi-Xin Pan ◽  
Hong-Bing Zhang ◽  
Yun-Jin Hu ◽  
Xing-Bin Liu ◽  
Min Wang
2014 ◽  
Vol 8 (6) ◽  
pp. 1149
Author(s):  
Dimitra A. Zoga ◽  
Dimitrios S. Georgakis-Gavrilis ◽  
Dionissios P. Margaris

2001 ◽  
Author(s):  
Amir Al-Wazzan ◽  
Cheok F. Than ◽  
Mahmoud Moghavvemi ◽  
Chia W. Yew

2020 ◽  
Vol 20 (10) ◽  
pp. 04020170
Author(s):  
Xiaoming Liu ◽  
Benliang Yang ◽  
Lin-Shuang Zhao ◽  
Wan-Huan Zhou

Water ◽  
2020 ◽  
Vol 12 (6) ◽  
pp. 1763 ◽  
Author(s):  
Gailing Zhang ◽  
Shuang Hui ◽  
Weixin Li ◽  
Wanghua Sui

This paper presents an experimental investigation on the main factors that influence the effects of pouring aggregate to plug a tunnel that has been inundated by groundwater to reduce the flow velocity. Moreover, a criterion for plugging the tunnel under infiltrating water to resist flow is proposed. A range analysis and analysis of variance both show that the influencing factors on the efficiency of plugging in descending order is the aggregate particle size, followed by initial velocity of the water flow, and then the water–solid mass ratio. The sedimentation process of the aggregate is likened to the deposition of solid particles into slurry in which the particles settle under gravitational force, thus accumulating at the bottom of the tunnel model due to the forces of the water flow and gravity. The critical velocity of the water that will transport the aggregate without settling can be used as a criterion to determine whether there has been a successful plug of the resistance to flow in the tunnel. The experimental results show that the critical velocity of fine aggregate is less than that of coarse aggregate, and the section with smaller sized aggregate or fine aggregate that resists water flow is flatter. In addition, the required minimum space between two pouring boreholes for a successful resistance to flow is discussed.


2015 ◽  
Vol 52 (9) ◽  
pp. 1779-1789 ◽  
Author(s):  
H. Ramezani Kharvani ◽  
F. Ilami Doshmanziari ◽  
A. E. Zohir ◽  
D. Jalali-Vahid

1931 ◽  
Vol 6 (1) ◽  
pp. 315-339 ◽  
Author(s):  
B. P. BABKIN ◽  
R. H. M'GONIGLE

Spinal skates (Raja spp.), or specimens under Dial, Ciba (0.4 cc. per kg.), were employed. When such means of circulatory arrest were used as exsanguination, ligation of the conus arteriosus, and large doses of pilocarpin (8 mg. per kg.), respiration continued for about forty-two minutes after the blood-flow had ceased. Experimental investigation of the effect of water-flow indicated it to be a primary factor in respiratory regulation as the movements disappeared when water-flow was stopped (they were diminished very much by too great water-flow). Special movements, "gasping", would then appear. Normal rhythm returned as soon as water-flow was resumed. This picture was profoundly altered by perfusion of cocaine solution (0.25% in sea-water) through the mouth and gills. If the water-flow be stopped for a longer period, in about five minutes would appear regular, though infrequent, and often weaker contractions of the branchial arches. The period of time during which these contractions would continue would depend upon the state of excitability of the respiratory centres. Certain experiments carried out on the central nervous system tend to confirm the idea of a segmental arrangement of the respiratory centres. A double mechanism for respiratory control is indicated; a weakly developed automaticity of the centres, and a finely elaborated reflex mechanism, the reaction of which varies with the stimuli received.


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