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嘉陵江取水口项目通航影响数值模拟研究 被引量:3

Numerical Simulation Research on Navigation Effect of Project of Water Intake in Jialing River
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摘要 随着国民经济发展与基础设施的不断完善,在通航河道修建的取水项目工程日益增多,这些在通航河段的工程项目均会不可避免地对航道、通航条件产生一定影响。为了科学合理地制定项目实施方案,以嘉陵江某取水口项目为例,通过建立二维数模与分析实测资料,统计分析拟建工程前后附近水域流速、水位等方面的变化,论证拟建项目对于嘉陵江航道通航的影响。结果表明,拟建工程对工程河段过水面积影响较小,且埋于河床下,其结构阻水作用有限,河道流态、主流带位置改变较小;另外,考虑到该河段的河道组成及川江河床演变特点,可以预测该工程建成后,对工程河段附近泥沙冲淤变形、河床形态等无甚影响,亦不会对工程河段的河床演变规律及河势造成影响。 With the development of the national economy and the continuous improvement of infrastructure,the number of water intake projects built in navigable river is increasing. These projects will inevitably have some impact on the channels and navigation conditions. In order to make a scientific and reasonable project implementation plan,taking a water intake project in Jialing River as an example,through the establishment of two- dimensional numerical simulation and analysis of measured data,statistically analyzing the change of flow rate and water level in the vicinity of water area before and after the proposed project. The influence of the proposed project on the navigable channel of the Jialing River is proved. The results show that the proposed project has little influence on the water area of the project,and buried under the river bed. The water- retardation effect of the structure is limited. The change of channel regime and mainstream belt position is small. In addition,taking into account the channel composition of the river beach and the evolution characteristics of Chuanjiang river bed,it can be predicted that after the completion of the project,there is no influence on the deformation of the sediment and the river bed in the vicinity of the engineering section.Nor will have an effect on the fluvial process and river regime of engineering reach.
出处 《盐城工学院学报(自然科学版)》 CAS 2016年第2期55-59,共5页 Journal of Yancheng Institute of Technology:Natural Science Edition
基金 重庆市自然科学基金(cstc2011JJA30002) 重庆交通大学研究生教育创新基金项目(2014110)
关键词 通航论证 数学模型 取水项目 Navigation demonstration math model intake project
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  • 1胡江,兰艳萍,马稳举.嘉陵江礼嘉边滩采砂数学模型研究[J].水运工程,2007(1):16-19. 被引量:4
  • 2余利仁.正交贴体坐标系的生成[J].河海大学学报,1988,17(5):78-85.
  • 3.水道观测规范[M].北京:水利电力出版社,2000:50—54..
  • 4杨云云 李涛.[R].重庆:长江上游水文水资源勘测局,2001.10-23.
  • 5杨云云.[R].重庆:长江上游水文水资源勘测局,2002.9—21.
  • 6重庆交通大学河海学院.重庆市北碚嘉陵江秤杆碛采砂研究报告[R].重庆:重庆交通大学,2004.
  • 7重庆交通学院西南水运科学研究所.三峡工程变动回水区重庆河段泥砂模型试验[R].重庆:重庆交通学院,2001.
  • 8吴持恭.水力学(上册)[M].北京:高等教育出版社,1984.
  • 9周华君.嘉陵江何家碛采砂方案平面二维数学模型[J].重庆交通学院学报,2000,19(4):71-76. 被引量:11
  • 10潘存鸿,林炳尧,毛献忠.一维浅水流动方程的Godunov格式求解[J].水科学进展,2003,14(4):430-436. 被引量:45

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