水利水电科技进展
水利水電科技進展
수이수전과기진전
ADVANCES IN SCIENCE AND TECHNOLOGY OF WATER RESOURCES
2013年
2期
1-4
,共4页
张俊华%马怀宝%王摇婷%蒋思奇
張俊華%馬懷寶%王搖婷%蔣思奇
장준화%마부보%왕요정%장사기
小浪底水库%支流倒灌%淤积形态%拦门沙%模型试验
小浪底水庫%支流倒灌%淤積形態%攔門沙%模型試驗
소랑저수고%지류도관%어적형태%란문사%모형시험
Xiaolangdi Reservoir%water intrusion of tributary%deposition morphology%sandbar%model test
利用小浪底水库实体模型开展水库拦沙后期运用方式长系列年试验,对争议较大的库区支流倒灌及其淤积形态问题进行重点分析.结果表明:库区最大支流畛水河口门狭窄且库容较大,拦门沙问题最为突出,其纵坡面形态与设计有一定的差别;支流年淤积量与当年大于2600 m3/s流量时段的总水量有较好的相关性;通过优化水库运用方式可较长时期保持动态三角洲淤积形态,有利于支流库容的有效利用;水库干流河床处于动平衡状态时,支流河床仍然会逐渐淤积抬升而使得干支流淤积面高差趋于减少.
利用小浪底水庫實體模型開展水庫攔沙後期運用方式長繫列年試驗,對爭議較大的庫區支流倒灌及其淤積形態問題進行重點分析.結果錶明:庫區最大支流畛水河口門狹窄且庫容較大,攔門沙問題最為突齣,其縱坡麵形態與設計有一定的差彆;支流年淤積量與噹年大于2600 m3/s流量時段的總水量有較好的相關性;通過優化水庫運用方式可較長時期保持動態三角洲淤積形態,有利于支流庫容的有效利用;水庫榦流河床處于動平衡狀態時,支流河床仍然會逐漸淤積抬升而使得榦支流淤積麵高差趨于減少.
이용소랑저수고실체모형개전수고란사후기운용방식장계렬년시험,대쟁의교대적고구지류도관급기어적형태문제진행중점분석.결과표명:고구최대지류진수하구문협착차고용교대,란문사문제최위돌출,기종파면형태여설계유일정적차별;지류년어적량여당년대우2600 m3/s류량시단적총수량유교호적상관성;통과우화수고운용방식가교장시기보지동태삼각주어적형태,유리우지류고용적유효이용;수고간류하상처우동평형상태시,지류하상잉연회축점어적태승이사득간지류어적면고차추우감소.
@@@@70Based on a physical model of the Xiaolangdi Reservoir, experiments on the operational mode of the reservoir during a later sediment retaining period were carried out to analyze water intrusion and deposition morphology of a tributary. The results show that the Zhenshui River, which is the largest tributary of the Xiaolangdi Reservoir, has a narrow estuary and an obvious sandbar problem, and its longitudinal surface is different from the design. There is good linear correlation between the annual sedimentation of the tributary and total water volume with a discharge of more than 2 600 m3/s. By optimizing the reservoir operational mode, the deposition morphology of a dynamic delta can be maintained for a long time, which is better for efficient utilization of tributary storage. When the main river bed is in dynamic equilibrium, the height between main rivers bed and tributaries bed decreases due to the accretion of the tributary river bed.