TY - GEN
T1 - Performance of solid-liquid two phase jet pump vacuuming up beach sand
AU - Itoh, K.
AU - Nishigaki, S.
AU - Honda, I.
AU - Yoshida, T.
AU - Boda, A.
AU - Kumamaru, H.
AU - Shimogonya, Y.
PY - 2010
Y1 - 2010
N2 - The performance of the water-sand two phase jet pump has been evaluated for developing environmental sand purification systems. Three types of throat diameter, D = 26, 31, 37 mm, are tested with constant nozzle-exit diameter 20 mm in order to vary the cross section ratio of nozzle exit to throat, R = 0.59, 0.42 and 0.29. The coarse and fine natural sands extracted at Hirase-higashi beach and artificial crushed sand, of which the fineness modulus are 2.71, 2.03 and 2.88 respectively, are mixed in the secondary water flow. The concentration of sand is less than 18 % in the present experiment. It is confirmed that the dependences of two-phase efficiency curve and of two-phase flow rate ratio curve upon cross section ratio R agrees with those of single phase flow. On the other hand, the effect of particle size appears in the range of decrement of pump efficiency. That is, it is found that the deviation between two phase and single phase efficiency is 10 % on average for coarse sand, whereas the deviation is almost zero for fine sand.
AB - The performance of the water-sand two phase jet pump has been evaluated for developing environmental sand purification systems. Three types of throat diameter, D = 26, 31, 37 mm, are tested with constant nozzle-exit diameter 20 mm in order to vary the cross section ratio of nozzle exit to throat, R = 0.59, 0.42 and 0.29. The coarse and fine natural sands extracted at Hirase-higashi beach and artificial crushed sand, of which the fineness modulus are 2.71, 2.03 and 2.88 respectively, are mixed in the secondary water flow. The concentration of sand is less than 18 % in the present experiment. It is confirmed that the dependences of two-phase efficiency curve and of two-phase flow rate ratio curve upon cross section ratio R agrees with those of single phase flow. On the other hand, the effect of particle size appears in the range of decrement of pump efficiency. That is, it is found that the deviation between two phase and single phase efficiency is 10 % on average for coarse sand, whereas the deviation is almost zero for fine sand.
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U2 - 10.1115/IMECE2010-39933
DO - 10.1115/IMECE2010-39933
M3 - Conference contribution
AN - SCOPUS:84881419507
SN - 9780791844441
T3 - ASME International Mechanical Engineering Congress and Exposition, Proceedings (IMECE)
SP - 503
EP - 509
BT - ASME 2010 International Mechanical Engineering Congress and Exposition, IMECE 2010
T2 - ASME 2010 International Mechanical Engineering Congress and Exposition, IMECE 2010
Y2 - 12 November 2010 through 18 November 2010
ER -