EXPERIMENTAL STUDY ON THE MOTION OF TURBIDITY CLOUDSPRODUCED BY DIRECT DUMPING OF FINE PARTICLES
Motion of turbidity clouds propagating horizontally along the bottom boundary, that produced by instantaneous release of turbid water from water surface into a quiescent fresh water, is investigated experimentally. A series of laboratory experiment is conducted by varying inflow condition as well as...
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Published in | PROCEEDINGS OF HYDRAULIC ENGINEERING Vol. 45; pp. 1267 - 1272 |
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Main Authors | , , , |
Format | Journal Article |
Language | English |
Published |
Japan Society of Civil Engineers
2001
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Subjects | |
Online Access | Get full text |
ISSN | 0916-7374 1884-9172 |
DOI | 10.2208/prohe.45.1267 |
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Abstract | Motion of turbidity clouds propagating horizontally along the bottom boundary, that produced by instantaneous release of turbid water from water surface into a quiescent fresh water, is investigated experimentally. A series of laboratory experiment is conducted by varying inflow condition as well as ambient water depth. The motion of turbidity clouds is found to be distinguishied into two flow regions: the transition and gravity current region. The nondimensional parameter to describe the motion of the flow in each region is quantified. Such relationships as height, average buoyancy and propagation speed of the clouds in the gravity current region are quantified as well. |
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AbstractList | Motion of turbidity clouds propagating horizontally along the bottom boundary, that produced by instantaneous release of turbid water from water surface into a quiescent fresh water, is investigated experimentally. A series of laboratory experiment is conducted by varying inflow condition as well as ambient water depth. The motion of turbidity clouds is found to be distinguishied into two flow regions: the transition and gravity current region. The nondimensional parameter to describe the motion of the flow in each region is quantified. Such relationships as height, average buoyancy and propagation speed of the clouds in the gravity current region are quantified as well. |
Author | NAKANISHI, Yayoi AKIYAMA, Juichiro URA, Masaru IDENO, Hajime |
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Copyright | by Japan Society of Civil Engineers |
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References | 15) 秋山壽一郎・浦勝・応新亜・西森秀樹: 静水・流水中に瞬間的に投下された粒子群の流動特性, 水工学論文集第43巻, pp.905-910, 1999. 4) 秋山壽一郎・浦勝・応新亜・今宮盛雄・陶山正治: 静水中に瞬間的に投下された重たい流体塊の流動特性に関する研究, 水工学論文集, 第42巻, pp.529-534, 1998. 16) 秋山壽一郎・山下直樹・浦勝・陶山正治: 直投粒子群の流動・拡散現象と乱れ特性に関する研究, 水工学論文集, 第45巻, 2001. 1) 古土井光昭: 港湾工事における濁りの挙動に関する研究, 大阪大学学位論文, 1989. 14) 秋山壽一郎・浦勝・応新亜・井手野創・中西弥生: 静水中に瞬間的に投下された濁水塊の底面衝突後の挙動に関する実験的研究, 水工学論文集, 第44巻, pp.1245-1250, 2000. 10) 玉井昌宏・村岡浩爾・室田明・町田博紀: 土砂直投工における濁りの初期拡散過程関する研究, 土木学会論文集, No.515/II-31, pp.77-86, 1995. 17) Huppert, H. E.& Simpson, J. E.: The slumping ofgravity current, J. of Fluid Mechanics, Vol.99, pp.785-799, 1980. 9) 小川元・竹内益雄: 土捨船による投棄土砂の分散, 土木学会論文集, 第161号, pp.39-49, 1969. 8) Ying, X., Akiyama, J., Ura, M.& Nakanishi, Y.: Large eddy simulation of h eavy turbulentthermal, Annual J. of Hydraulic Engineering, Vol.43, pp.899-904, 1999. 12) Ying, X., Akiyama, J. and Ura, M.: Motion of densefluid released into quiescent water with finitedepth, J. of Hydraulic, Coastal and Environmental Engineering, No.635/II-49, pp.141-152, 1999. 13) 秋山壽一郎・浦勝・応新亜・中西弥生: 静水中に瞬間的に投下された重い流体塊の底面衝突後の挙動, 水工学論文集第43巻, pp.1115-1120, 1999. 3) Buhler, J. & Papantoniou, D. A.: Swarms of coarse particles falling through a fluid, Proc. of the Int'l Symposium on Environmental Hydraulics, Vol.1, pp.135-140, 1991. 11) 玉井昌宏・村岡浩爾: 土砂直投工により発生する濁りの挙動特性に関する数値解析, 水工学論文集, 第42巻, pp.541-546, 1998. 6) Li, C. W.: Convection of particle thermals, J.of Hydraulic Research, vol.35, No.3, pp.363-376, 1997. 5) 堀江毅: MAC法による直投土砂の初期拡散に関する数値解析, 運輸省港湾技術研究所技術資料, No.471, pp.1-34, 1983. 2) 玉井昌宏・村岡浩爾・室田明: 固体粒子群の落下挙動と誘起流動に関する研究, 土木学会論文集, No.509/II-30, pp.143-154, 1995. 7) 小田一紀・重松孝昌・大西伸幸・井上雅夫: 改良型DEMAC法による粒子群の沈降・分散挙動の解析, 海岸工学論文集, 第39巻, pp.971-975, 1992. |
References_xml | – reference: 8) Ying, X., Akiyama, J., Ura, M.& Nakanishi, Y.: Large eddy simulation of h eavy turbulentthermal, Annual J. of Hydraulic Engineering, Vol.43, pp.899-904, 1999. – reference: 15) 秋山壽一郎・浦勝・応新亜・西森秀樹: 静水・流水中に瞬間的に投下された粒子群の流動特性, 水工学論文集第43巻, pp.905-910, 1999. – reference: 2) 玉井昌宏・村岡浩爾・室田明: 固体粒子群の落下挙動と誘起流動に関する研究, 土木学会論文集, No.509/II-30, pp.143-154, 1995. – reference: 4) 秋山壽一郎・浦勝・応新亜・今宮盛雄・陶山正治: 静水中に瞬間的に投下された重たい流体塊の流動特性に関する研究, 水工学論文集, 第42巻, pp.529-534, 1998. – reference: 14) 秋山壽一郎・浦勝・応新亜・井手野創・中西弥生: 静水中に瞬間的に投下された濁水塊の底面衝突後の挙動に関する実験的研究, 水工学論文集, 第44巻, pp.1245-1250, 2000. – reference: 17) Huppert, H. E.& Simpson, J. E.: The slumping ofgravity current, J. of Fluid Mechanics, Vol.99, pp.785-799, 1980. – reference: 1) 古土井光昭: 港湾工事における濁りの挙動に関する研究, 大阪大学学位論文, 1989. – reference: 10) 玉井昌宏・村岡浩爾・室田明・町田博紀: 土砂直投工における濁りの初期拡散過程関する研究, 土木学会論文集, No.515/II-31, pp.77-86, 1995. – reference: 9) 小川元・竹内益雄: 土捨船による投棄土砂の分散, 土木学会論文集, 第161号, pp.39-49, 1969. – reference: 16) 秋山壽一郎・山下直樹・浦勝・陶山正治: 直投粒子群の流動・拡散現象と乱れ特性に関する研究, 水工学論文集, 第45巻, 2001. – reference: 5) 堀江毅: MAC法による直投土砂の初期拡散に関する数値解析, 運輸省港湾技術研究所技術資料, No.471, pp.1-34, 1983. – reference: 3) Buhler, J. & Papantoniou, D. A.: Swarms of coarse particles falling through a fluid, Proc. of the Int'l Symposium on Environmental Hydraulics, Vol.1, pp.135-140, 1991. – reference: 6) Li, C. W.: Convection of particle thermals, J.of Hydraulic Research, vol.35, No.3, pp.363-376, 1997. – reference: 11) 玉井昌宏・村岡浩爾: 土砂直投工により発生する濁りの挙動特性に関する数値解析, 水工学論文集, 第42巻, pp.541-546, 1998. – reference: 12) Ying, X., Akiyama, J. and Ura, M.: Motion of densefluid released into quiescent water with finitedepth, J. of Hydraulic, Coastal and Environmental Engineering, No.635/II-49, pp.141-152, 1999. – reference: 7) 小田一紀・重松孝昌・大西伸幸・井上雅夫: 改良型DEMAC法による粒子群の沈降・分散挙動の解析, 海岸工学論文集, 第39巻, pp.971-975, 1992. – reference: 13) 秋山壽一郎・浦勝・応新亜・中西弥生: 静水中に瞬間的に投下された重い流体塊の底面衝突後の挙動, 水工学論文集第43巻, pp.1115-1120, 1999. |
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Title | EXPERIMENTAL STUDY ON THE MOTION OF TURBIDITY CLOUDSPRODUCED BY DIRECT DUMPING OF FINE PARTICLES |
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