首页|期刊导航|长江科学院院报|悬移质与推移质共同影响下山区水库淤积规律

悬移质与推移质共同影响下山区水库淤积规律OA

Sedimentation Patterns in Mountainous Reservoirs under the Combined Influence of Suspended Load and Bed Load:A Case Study of Tianzishan Reservoir in Hunan

中文摘要英文摘要

针对目前对悬移质与推移质共同影响下水库淤积规律认识不足的问题,以湖南天子山水库为例,采用长江水利委员会长江科学院开发的"HELIU-2"一维水沙数学模型,模拟水库运行300 a的淤积情况,并设置不同的上游推移质来沙量、级配和年内分配方式,探究水库运行不同时期悬移质与推移质的淤积分布规律和水库淤积对上游推移质来沙的响应.结果表明:水库运行初期,推移质主要淤积在距离坝址较远的库区入口附近河段,库区以悬移质淤积为主,不同运行年份下全库区悬移质淤积占比为89.78%~91.04%;随着运行年限增加,近坝段推移质淤积占比逐渐增加,运行300 a时升至40.98%,入口段运行100 a后推移质淤积占比达到100%;上游推移质来沙量对水库淤积的影响大于推移质级配和年内分配:推移质来沙量越大,沿程淤积越高、坝前坡度越陡,且其影响随运行时间逐渐显著;推移质级配和年内分配对库区淤积的影响很小.研究成果可为水库工程运行管理、设计及数值模拟提供参考.

[Objectives]This study aims to quantify the respective contributions of suspended load and bed load to reservoir sedimentation over different operational periods,and to evaluate the impacts of upstream bed load supply rate,grain size distribution,and intra-annual distribution on reservoir sedimentation.The findings are intended to provide scientific support for the design,long-term operation,and numerical modeling of reservoir projects,espe-cially in data-scarce mountainous regions.[Methods]The study takes the Tianzishan Reservoir in Hunan Prov-ince,China,as a case study.A one-dimensional water-sediment mathematical model,"HELIU-2"developed by the Changjiang River Scientific Research Institute(CRSRI),is employed to simulate reservoir sedimentation over a 300-year operational period.The model is set up using measured cross-sectional profiles along the entire reservoir reach(12.23 km,31 sections),sediment gradation data from the dam site,and hydrological data at the dam site,with key empirical parameters adopted from established practices.Scenarios are designed to assess the influences of upstream bed load supply,bed load gradation,and intra-annual distribution of bed load supply.[Results]During the early operational period(first 10 years),bed load primarily deposits near the reservoir inlet(10 229-12 230 m from the dam),while suspended load dominates overall reservoir sedimentation,accounting for 89.78%-91.04%of total deposition over different operational years.In the near-dam reach(0-3 534 m from the dam),the proportion of bed load deposition increases gradually with operation time,reaching 40.98%at 300 years.In the inlet reach,bed load deposition reaches 100%after 100 years.In contrast,in the middle reaches(e.g.,5 884-7 110 m from the dam),the bed load deposition proportion declines after an initial increase,eventually disappearing as bed load migrates further downstream.Among the three factors examined—upstream bed load supply rate,bed load grada-tion,and intra-annual distribution of bed load supply—the supply rate has the greatest impact on reservoir sedimen-tation.A higher bed load supply rate leads to higher along-channel bed elevation and a steeper riverbed slope near the dam.The effect is more pronounced in reaches with initially milder bed slopes,where sediment deposition is more sensitive to changes in bed load supply.The influence of bed load supply rate becomes increasingly significant with longer operation time.In contrast,bed load gradation has a limited effect:coarser bed load gradation results in slightly higher bed elevation in the near-dam reach,but the overall impact on the longitudinal sedimentation profile is small.Similarly,the intra-annual distribution of bed load supply(flood-season-only versus year-round)shows negligible influence on both the sedimentation profile and bed slope.[Conclusions](1)In the early stage of reser-voir operation,bed load mainly deposits near the reservoir inlet,while suspended load dominates sedimentation in the reservoir area.As operation time increases,the proportion of bed load deposition in the near-dam reach gradual-ly rises and reaches 100%in the inlet reach after 100 years.In the middle reaches,the proportion of bed load dep-osition first increases and then decreases.(2)The upstream bed load supply rate has a greater impact on reservoir sedimentation than bed load gradation and intra-annual distribution.A higher bed load supply rate leads to higher a-long-channel bed elevation and a steeper riverbed slope near the dam,with the effect being more pronounced in reaches of milder initial bed slope.This influence becomes increasingly significant with longer operation time.(3)Coarser bed load gradation results in slightly higher bed elevation in the near-dam reach,but its overall impact on the sedimentation profile is limited.The intra-annual distribution of bed load supply also shows negligible influence.For reservoirs with moderate sedimentation,neither factor is a controlling element.

曾鑫;张汶海;宫平;元媛

水利部长江重点实验室,武汉 430010||长江科学院河流研究所,武汉 430010||长江水利委员会水旱灾害防御创新团队,武汉 430010||清华大学水圈科学与水利工程全国重点实验室,北京 100084澜湄水资源合作中心,北京 100038水利部长江重点实验室,武汉 430010||长江科学院河流研究所,武汉 430010水利部长江重点实验室,武汉 430010||长江科学院河流研究所,武汉 430010

建筑与水利

水库淤积悬移质推移质一维水沙数学模型湖南天子山水库

reservoir sedimentationsuspended loadbed load1D mathematical modelTianzishan reservoir in Hunan Province

《长江科学院院报》 2026 (8)

11-18,8

国家重点研发计划课题(2023YFC3209501)中央级公益性科研院所基本科研业务费项目(CKSF20260624/HL)水圈科学与水利工程全国重点实验室开放基金资助项目(sklhse-KF-2025-E-04)

10.11988/ckyyb.20250494

评论