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底部浮泥表层推移速度分布的ADCP-GPS估测方法 被引量:6
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作者 吴中 陈力平 游目林 《海洋工程》 CSCD 北大核心 2002年第4期85-88,共4页
ADCP对底跟踪走航观测的流速数据中包含水体底部浮泥、底沙运动信息,对比GPS定位方法算出的水体流速数据可以分离出浮泥相对于GPS定位的运动信号,从而达到对底质推移观测的目的。
关键词 声学多普勒剖面流速仪 全球定位系统 浮泥运动 底沙推移 GPS
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海岸河口泥沙数学模型研究进展 被引量:51
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作者 李孟国 《海洋工程》 CSCD 北大核心 2006年第1期139-154,共16页
对海岸河口泥沙运动的基本方程、数值方法、边界条件、参数选取等进行了归纳总结和评述,以期对本学科的发展起到一定的引导和促进作用。
关键词 海岸河口 数学模型 悬移质(悬) 推移质()
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两相流全沙数学模型理论及其在台山电厂港口工程研究中的应用
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作者 李大鸣 李孟辉 +1 位作者 张彤宇 郭丽明 《中国港湾建设》 北大核心 2002年第5期6-11,共6页
本文提出用两相流连续方程和运动方程描述底沙推移质运动过程的理论和方法 ,建立了考虑潮流波浪水动力条件下的两相流全沙数学模型 ,并用于解决台山电厂港口建设中的泥沙淤积问题 ,得到了实测资料的初步验证。
关键词 两相流全数学模型理论 应用 港口工程 底沙推移质运动
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Sediment Delivered in the Upper Part of Mosul Using Physical Model 被引量:1
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作者 Issa E. Issa Nadhir AI-Ansari +1 位作者 Seven Knutsson Moayad Khaleel 《Journal of Civil Engineering and Architecture》 2012年第11期1544-1550,共7页
Mosul dam is the biggest hydraulic structure in Iraq located on the River Tigris 60 km northwest of Mosul city. Its storage capacity is 11. 11 × 109 m3 and it had been in operation since 1986. A physical distorte... Mosul dam is the biggest hydraulic structure in Iraq located on the River Tigris 60 km northwest of Mosul city. Its storage capacity is 11. 11 × 109 m3 and it had been in operation since 1986. A physical distorted model with movable bed having a vertical scale 1: 100 and a horizontal scale 1:1000 was used to conduct the experiments relating the water level at the reservoir and water discharge upstream the reservoir with the bed load transport rate. The model represents the first 15 km of most northern part of Mosul dam reservoir. The construction of the model was based on bathymetric survey conducted in 2009. Twenty-four experiments were executed using four different discharges (0.5, 1.0, 1.5, and 2.0 L/s) which represent the average discharges in the flood period of River Tigris. At each individual discharge six operations were assumed where the reservoir's water level was 305, 307, 309, 310, 312, 315 meters above sea level respectively. In all the experiments conducted, bedload transport was measured in the physical model at section representing the River Tigris 1 km upstream the reservoir. The results showed that the bedload rate was decreasing when the water level within the reservoir was increasing. It was also evident that bedload transport rate dramatically decreased at level 310 meters above sea level onward. This is due to the fact that at this level represent the effect of backwater which was noticeable on the river cross section 展开更多
关键词 Sediment transport Mosul dam reservoir operation BEDLOAD physical model.
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