| 三门峡水库（潼关至大坝）泥沙冲淤规律分析 |
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| 引用本文： | 郭庆超,何明民,等.三门峡水库（潼关至大坝）泥沙冲淤规律分析[J].泥沙研究,1995(1):48-58. |
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| 作者姓名： | 郭庆超 何明民 |
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| 作者单位： | 中国水利水电科学研究院 |
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| 摘 要： | 三门峡水库自1960年9月中旬蓄水运用以来，先后经历了两次改建和三种不同运用方式，相应地水库的泥沙淤积也经历了几个不同阶段，本文试图利用非均匀不平衡输沙的理论，对三门峡水库泥沙淤积进行分析研究，找出各个不同时期的冲淤特点和规律，由此，对三门峡水库未来的泥沙冲淤趋势以及如何控制提出预测和建议。
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| 关 键 词： | 泥沙数学模型 不平衡输沙 挟沙能力 三门峡水库 泥沙冲淤规律 |
Analysis on scour and siltation in Sanmenxia Reservoir(Tongguan to dam-site) |
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| Guo Qingchao,He Mingmin, Han Qiwei.Analysis on scour and siltation in Sanmenxia Reservoir(Tongguan to dam-site)[J].Journal of Sediment Research,1995(1):48-58. |
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| Authors: | Guo Qingchao He Mingmin Han Qiwei |
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| Affiliation: | China Institute of Water Resources and Hydropower Research |
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| Abstract: | Two reconstructions and three kinds of different operating ways have been taken since theSanmenxia Reservoir was operated in September, 1960.Correspondingly,the reservoir's siltationwas quite different.In this paper, some analyses of Sanmenxia Reservoir's siltation are made byuse of the theory of non-equilibrium transportation of nonuniform suspended load, and somerules of scour an.d siltation are found.Based on these rules,some predictions and proposals tocontrol siltation and to operate the reservoir are presented. |
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| Keywords: | Mathematical model for sediment transport Non-equilibrium transportation Sediment carrying capacity |
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