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一维河流数学模型在河道整治中的应用 被引量:2
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作者 贺立强 刘丽娟 《黑龙江水利科技》 2014年第11期1-3,共3页
以对某河流整治前后的水力计算为例,简述了一维数学模型在河道整治计算中的应用。通过分析计算该河流现状河道及整治后河道两种状况下的不同洪水频率(20 a一遇和50 a一遇)的沿程水面线及断面过流特征,据此对景观设计中原规划的20a一遇... 以对某河流整治前后的水力计算为例,简述了一维数学模型在河道整治计算中的应用。通过分析计算该河流现状河道及整治后河道两种状况下的不同洪水频率(20 a一遇和50 a一遇)的沿程水面线及断面过流特征,据此对景观设计中原规划的20a一遇洪水岸边线进行了调整,提出了较为合理可行的河道整治方案。 展开更多
关键词 一维 河道整治 水面线 岸边线 整治方案
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游荡型河道横向变迁的研究
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作者 盛玉民 《科技情报开发与经济》 2010年第15期163-165,共3页
通过工程实例,说明了如何采用新老地形图岸边线的比较以及实测岸边线与老地形图岸边线的比较来分析河道变迁范围的可行性。
关键词 地形图 岸边线 变迁范围
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Pollution Monitoring Methods and Results of Primorsky Kray Shoreline
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作者 Iana Blinovskaia 《Journal of Earth Science and Engineering》 2014年第10期605-611,共7页
The amount of human-caused environmental impact can be evaluated by the degree of pollution. Active coastal marine environmental exploitation has given rise to another problem: marine litter. The period of time allow... The amount of human-caused environmental impact can be evaluated by the degree of pollution. Active coastal marine environmental exploitation has given rise to another problem: marine litter. The period of time allowing to evaluate the change in the degree of the shore pollution with litter is that from 1999 till 2014. Litter can be classified both by qualitative and quantitative character. Regarding qualitative character litter is divided into organic substance (garbage, wood) and non-organic substance (glass, plastics, rubber, metal). As to the size there are three categories: small, middle, large. As to small litter it is still predominating in the litter structure of the shoreline pollution but its average amount has been decreased significantly. As to the litter distribution, it is mostly concentrated within the beach zone. It is thus natural to assume the land-based origin of the litter, such as litter brought by holiday-makers or introduced by nearby enterprises. 展开更多
关键词 Marine litter distribution Primorsky Kray shoreline litter structure.
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Analytic solution of phreatic surface in the slope of reservoir bank 被引量:2
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作者 Tang Xiaosong Zheng Yingren Shi Weimin 《Engineering Sciences》 EI 2008年第3期76-84,共9页
In most cases, the slope stability of reservoir bank is analyzed on the premise that the location of phreatic surface is obtained. But many designers generalize a line as the phreatie surface through their experience ... In most cases, the slope stability of reservoir bank is analyzed on the premise that the location of phreatic surface is obtained. But many designers generalize a line as the phreatie surface through their experience to analyze the stability, which is unsafe in the project. To find a solution of the phreatic surface which is convenient to put into use and in accordance with the practice, the article, based on Boussinesq equation, infers analytic solutions suitable to the water level at different ratios and achieves an analytic solution equation through fitting curves. The correctness of the equation is also proved by the experiments of sand and sand-clay models and the inaccuracy of empirical generalization is analyzed quantitatively. The calculation results show that the inaccuracy through the method of experiential generalizing is so large that the designers should be awake to it. 展开更多
关键词 reservoir banks phreatic surface analytic solution numerical solution empirical generalization
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