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西霞院水库流路演变及泥沙淤积分布特征

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西霞院水库是小浪底水库的反调节水库,主要对小浪底水库下泄的不稳定水流进行反调节。系统梳理了 2007-2022 年西霞院水库调度运行方式、入库水沙、流路演变以及泥沙淤积分布特征,其成果可为西霞院水库优化减淤调度提供科技支撑。结果表明:1)西霞院水库入库年均水量为 305。55 亿m3、年均沙量为 1。34 亿t,入库泥沙持续淤积造成库区流路发生显著变化,焦枝铁路老桥至坝前库段由运行初期的 4 条流路逐渐演变成 1 条流路。2)至 2022 年 8 月,西霞院水库泥沙淤积总量为 7 253。6 万m3,其中大坝—xxy07断面区间泥沙淤积量为6 964。5万m3;水库汛限水位 131。00 m以下库容为 0。184 亿m3,淤积比为 76。71%;库水位 131。00~134。00 m反调节库容为 0。567 亿m3,已被侵占 0。003 亿m3。3)西霞院水库泥沙中SiO2、Al2 O3、CaO含量占总组成的80。14%;泥沙颗粒角形因数小于等于1。30。4)西霞院水库距坝5。8 km以上现状滩面高程比淤积平衡后设计滩面高程高3m以上,建议西霞院水库在小浪底水库排沙期水位降至 132。00 m以下运行,避免上游滩面高程持续抬升侵占反调节库容。
Evolution of Flow Path and Distribution Characteristics of Sediment Deposition in Xixiayuan Reservoir
Xixiayuan Reservoir is a counter regulating reservoir of Xiaolangdi Reservoir,mainly used to counter regulate the unstable water flow discharged from Xiaolangdi Reservoir.This article systematically reviewed the operation mode,inflow water and sediment,flow path evo-lution and sediment deposition distribution characteristics of Xixiayuan Reservoir from 2007 to 2022.The results could provide technological support for optimizing and reducing sedimentation operation of Xixiayuan Reservoir.The results indicate that a)the average annual inflow vol-ume of Xixiayuan Reservoir is about 30.555 billion cubic meters,and the average annual sediment volume is about 134 million tons.The con-tinuous sedimentation of sediment in the reservoir area has caused significant changes in the flow path of the reservoir area.The section from the old bridge of Jiaozhi Railway to the dam front has gradually evolved from four flow paths in the initial stage to one flow path.b)As of Au-gust 2022,the sediment accumulation in Xixiayuan Reservoir is approximately 72.536 million cubic meters,of which the sediment deposition amount from the dam to xxy07 section is about 69.645 million cubic meters.The reservoir has a storage capacity of approximately 18.4 million cubic meters below the flood limit water level of 131.00 m,with sedimentation accounting for 76.71%.The reverse regulation of the reservoir water level between 131.00 m and 134.00 m has a storage capacity of approximately 56.7 million cubic meters,which has been encroached upon by 0.3 million cubic meters.c)The main chemical components of sediment in Xixiayuan Reservoir are SiO2,Al2 O3 and CaO,account-ing for 80.14%of the total composition.The shape of sediment particles is elliptical or square,with an angular factor of less than or equal to 1.30.d)The current beach sedimentation elevation of Xixiayuan Reservoir,which is more than 5.8 km away from the dam,is more than 3 m higher than the designed beach elevation after sedimentation balance.It is recommended that Xixiayuan Reservoir operate when the water lev-el in front of the dam drops below 132.00 m during the sediment discharge period of Xiaolangdi Reservoir to avoid the continuous elevation of the upstream beach surface from encroaching on the counter regulating storage capacity.

evolution of flow pathssedimentationadjusting storage capacitysiltation balanceXixiayuan Reservoir

李昆鹏、刘强中、王振凡、李丽珂、李珍、黎思恒

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黄河水利科学研究院,河南 郑州 450003

河南省湖库功能恢复与维持工程技术研究中心,河南 郑州 450003

黄河水利水电开发集团有限公司,河南 郑州 450003

流路演变 泥沙淤积 调节库容 淤积平衡 西霞院水库

2025

人民黄河
水利部黄河水利委员会

人民黄河

北大核心
影响因子:0.494
ISSN:1000-1379
年,卷(期):2025.47(1)