Technologies of Desilting by Creating Conditions forDensity Flow in Kizil Reservoir

LIU Si-hai, SHI Ke-bin, ZHANG Hong-ke, XING Kun

Journal of Changjiang River Scientific Research Institute ›› 2018, Vol. 35 ›› Issue (10) : 10-14.

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Journal of Changjiang River Scientific Research Institute ›› 2018, Vol. 35 ›› Issue (10) : 10-14. DOI: 10.11988/ckyyb.20170355
RIVERLAKE SEDIMENTATION AND REGULATION

Technologies of Desilting by Creating Conditions forDensity Flow in Kizil Reservoir

  • LIU Si-hai1, SHI Ke-bin1, ZHANG Hong-ke2, XING Kun1
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Abstract

In order to enhance the desilting efficiency by density flow in reservoir, we conducted systematic research on the formation, running, and application of density flow for the desilting of Kizil Reservoir in Xinjiang, and gave the quantified ranges of physical indicators of density flow. Furthermore, we proposed engineering measures such as combining dyke and canal, and controlling reservoir water level to create conditions for density flow. Practice proved that the proposed measures are of remarkable desilting effect. This research offers theoretical basis and practical experience for the desilting of reservoir by density flow.

Key words

density flow / means of formation / headcut scour / desilting / Kizil Reservoir

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LIU Si-hai, SHI Ke-bin, ZHANG Hong-ke, XING Kun. Technologies of Desilting by Creating Conditions forDensity Flow in Kizil Reservoir[J]. Journal of Changjiang River Scientific Research Institute. 2018, 35(10): 10-14 https://doi.org/10.11988/ckyyb.20170355

References

[1] 倪 明,王志明.克孜尔水库泥沙淤积成因与减淤排沙措施[J].水利科技与经济,2012,18(11):55-58,60.
[2] 夏新利.新疆克孜尔水库人工辅助排沙工程排沙效果初步分析[J].水利建设与管理,2014,(3):62-64,61.
[3] 李 涛,夏军强,张俊华,等.水库异重流潜入点流速分布及其判别式改进[J].工程科学与技术,2017,49(2):62-68.
[4] 胡 鹏,胡元园,贺治国,等.泥沙异重流与环境物质交换经验式对比[J].水科学进展,2017,28(2):257-264.
[5] 贺治国,林 挺,赵 亮,等.异重流在层结与非层结水体中沿斜坡运动的实验研究[J].中国科学:技术科学, 2016, 46(6):570-578.
[6] 王增辉,夏军强,李 涛,等.水库异重流一维水沙耦合模型[J].水科学进展,2015,26(1):74-82.
[7] 纪道斌,曹巧丽,谢 涛,等.中层温差反坡异重流运动特性试验研究[J].raybet体育在线 院报,2013,30(4):34-39.
[8] 韩其为.水库淤积[M].北京:科学出版社,2003.
[9] 李书霞,张俊华,陈书奎,等.小浪底水库塑造异重流技术及调度方案[J].水利学报,2006,37(5):567-572.
[10]曾 曾,李 嘉,安瑞冬,等.低含沙量异重流运动规律及其对水温分布的影响[J].水动力学研究与进展,2016,31(3):346-354.
[11]范家骅.异重流与泥沙工程实验与设计[M].北京:中国水利水电出版社,2011.
[12]唐 武,王英民,仲米虹,等.异重流研究进展综述[J].海相油气地质,2016,21(2):47-56.
[13]孙福宁,杨仁超,李冬月.异重流沉积研究进展[J].沉积学报,2016,34(3):452-462.
[14]周 磊,安瑞冬,谭升魁,等.水库异重流淤积成因分析及前锋运动规律[J].水利水电科技进展,2012,32(2):6-10.
[15]赵振国.再论异重流和均质流动的一些相似关系[J].水利学报,2007,38(2):129-135.
[16]新疆农业大学.新疆克孜尔水库黑孜河库段输沙水工模型试验[R].乌鲁木齐:新疆农业大学,2010.
[17]范家骅.关于水库浑水潜入点判别数的确定方法[J].泥沙研究,2008,(1):74-81.
[18]李书霞,夏军强,张俊华,等.小浪底水库异重流持续运动条件的定量准则[J].武汉大学学报(工学版),2011,44(5):599-603.
[19]李书霞,夏军强,李 涛,等.小浪底水库异重流传播时间的计算[J].人民黄河,2013,35(2):6-7.
[20]张金良,练继建,万 毅.基于多库优化调度的人工异重流原型试验研究[J].人民黄河,2007,29(2):1-2,5.
[21]李国英.黄河干流水库联合调度塑造异重流[J].人民黄河,2011,33(4):1-2,8.
[22]姚于丽,朱云辉,魏国远,等.引客水破坏异重流临界流速的探讨[J].raybet体育在线 院报,1991,8(2):37-43.
[23]张政权,段文忠.利用水平附壁射流破异重流理论探讨[J].raybet体育在线 院报,1997,14(2):18-21.
[24]宁 锋,高传昌,王为术.基于脉冲射流的小浪底水库人工异重流输沙方法探讨[J].南水北调与水利科技,2007,5(2):75-77.
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