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LABORATORY AND FIELD EXPERIMENTS AND DEVELOPMENT OF NUMERICAL NUMERICAL MODEL FOR 3-D FLUID MOTION AND SEDIMENT MOVEMENT DUE TO WAVE BREAKING

LABORATORY AND FIELD EXPERIMENTS AND DEVELOPMENT OF NUMERICAL NUMERICAL MODEL FOR 3-D FLUID MOTION AND SEDIMENT MOVEMENT DUE TO WAVE BREAKING
波浪破碎引起的 3 维流体运动和沉积物运动的室内和现场实验以及数值模型的开发
批准号:
13450203
负责人:
OKAYASU Akio
金额:
$9.79万
依托单位国家:
日本
项目类别:
Grant-in-Aid for Scientific Research (B)
财政年份:
2001
资助国家:
日本
项目状态:
已结题
起止时间:
2001 至 2002

项目摘要

项目成果

OKAYASU Akio的其他基金

相关文献

中文摘要
翻译
利用CT型泥沙测定仪,在实验室波浪水槽中测量了A坡波浪破碎引起的二维悬浮泥沙分布。由激光功率衰减率得到二维含沙量。证实了浓度是可以定量评价的。对悬浮泥沙云的大小和运动进行了研究,利用声学DOPPELAR流速仪测量了大型波浪水槽中波浪破碎引起的三维流体运动。根据测量数据计算了速度矢量和涡量。研究了局部旋涡引起的湍流和湍流特性。结果表明,随着破碎波的传播,水平涡的强度先增大后减小,破裂点附近的垂直涡相对较弱。内浪带涡度趋于均匀,为了评价内浪带有组织涡旋的间歇性和三维性,用VELOCIMETS和泥沙计组成的观测阵列进行了现场试验。结果表明,流速加速度与湍动高度相关,与泥沙浓度的相关性也很高。波浪破碎增沙具有间歇性,通过流速和加速度可以检测到增沙事件。
英文摘要
TWO-DIMENSIONAL SUSPENDED SEDIMENT DISTRIBUTION CAUSED BY WAVE BREAKING ON A SLOPE WAS MEASURED IN A LABORATORY WAVE FLUME BY USING A CT TYPE SEDIMENT METER. THE 2-DIMENSIONAL SEDIMENT CONCENTRATION WAS OBTAINED FROM ATTENUATION RATE OF TRANSMITTED LASER POWER. IT WAS CONFIRMED THAT CONCENTRARION CAN BE QUANTITATIVELY EVALUATED. SIZE AND MOVEMENT OF SUSPENDED SEDIMENT CLOUDS WERE INVESTIGATED.THREE-DIMENSIONAL FLUID MOTION CAUSED BY WAVE BREAKING WAS MEASURED IN A LARGE WAVE FLUME BY USING AN ARRAY OF ACOUSTIC DOPPELAR VELOCIMETERS. VELOCITY VECTORS AND VORTICITY WERE CALCULATED FROM MEASURED DATA. TURBULENCE BY LOCAL EDDIES AND TURBULENCE PROPERTIES WERE INVESTIGATED. IT WAS FOUND THAT STRENGTH OF HORIZONTAL VORTICES INCREASE, THEN DECREASE WITH BREAKING WAVE PROPAGATION AND VERTICAL VORTICES ARE RELATIVELY WEAK NEAR THE BREAKING POINTS. VORTICITY BECOMES HOMOGENIOUS IN THE INNER SURF ZONE.IN ORDER TO EVALUATE INTERMITTENCY AND THREE-DIMENSIONALITY OF ORGANIZED EDDIES IN THE SURF ZONE, FIELD EXPERIMENTS WERE CONDUCTED WITH AN OBSERVATION ARRAY OF VELOCIMETERS AND SEDIMENT METERS. IT WAS FOUND THAT VELOCITY ACCERELATION AND TURBULENCE SHOW HIGH CORRELALTION AND CORRELATION BETWEEN THESE PROPERTIES AND SEDIMENT CONCENTRAION IS ALSO HIGH. INTERMITTENCY OF SEDIMENT PICKUP BY WAVE BREAKING WAS SHOWN AND THE PICKUP EVENTS COULD BE DETECTED BY FLUID VELOCITY AND ACCERELATION.
期刊论文(42)
专著(0)
科研奖励(0)
会议论文
鈴木崇之, 岡安章夫, 田中真史: "緩傾斜護岸の越波水理特性実験とLES数値計算"海岸工学論文集. 第50巻(印刷中). (2003)
Takayuki Suzuki、Akio Okasu、Masashi Tanaka:“缓坡海堤漫溢水力特性实验和 LES 数值计算”海岸工程论文第 50 卷(出版中)。
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Y. Uno, A. Okayasu, T. Kobayashi, M. Shimaya: "Experimental Study on Suspended Sediment Distribution in Surf Zone by a CT-Type Concentration Meter"Proceedings of Coastal Engineering, JSCE. 49. 431-435 (2002)
Y. Uno、A. Okasu、T. Kobayashi、M. Shimaya:“用 CT 型浓度计进行冲浪区悬浮沉积物分布的实验研究”海岸工程学报,JSCE。
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T.Suzuki, A.Okayasu, D.T.Cox, H.Katayama, N.Mori: "Field Measurement on Intermittent Sediment Suspension and Fluid Motion due to Wave Breaking"Coastal Sediments '03, ASCE. (CD-ROM). (2003)
T.Suzuki、A.Okayasu、D.T.Cox、H.Katayama、N.Mori:“由于波浪破碎导致的间歇性沉积物悬浮和流体运动的现场测量”沿海沉积物 03,ASCE。
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N. Mori, K. Matsuno, A. Okayasu, H. Katayama, M. Ikeno: "Measurements of 3-D Local Vorticity in a Large-Scale Wave Flume"Proceedings of Coastal Engineering, JSCE. 48. 86-90 (2001)
N. Mori、K. Matsuno、A. Okasu、H. Katayama、M. Ikeno:“大型波水槽中 3-D 局部涡度的测量”海岸工程论文集,JSCE。
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19
    Development of a Sediment Pickup Function with Effect of External Turbulence and Integrated Model for Sediment Transport