摘要
三峡水库区间支流多,入汇流量大,区间入流量及入流过程直接关系到水库调蓄计算的精度,区间入流过程的准确计算是三峡水库水动力学计算中需要考虑的重要问题。针对典型水流过程,利用一维水动力学模型,采用水流水动力逐日演进计算的方法,基于水量平衡原则,反算得到了三峡水库区间日均入流过程,区间入流过程按各支流流域面积比例分配在库区各入汇支流上以加入计算河段,并对区间加水前后的效果进行了分析。结果表明,采用此方法后,三峡水库出库流量过程计算结果与实测结果吻合良好。
The Three Gorges Reservoir( TGR) is endowed with many tributaries and large local inflow. The correct calculation of local inflow process is an important issue in the hydrodynamics calculation for the TGR as the amount and process of inflow directly concerns the calculation precision of reservoir regulation and storage. In this article,the daily inflow process in the TGR area is back-calculated on the premise of water balance by a 1-D mathematical unsteady flow model proposed by the author previously. The local inflow process is added to the calculated reach by being distributed to each tributary in correspondence to the proportions of catchment area. The effect of adding local inflow to each reach is analyzed. Results demonstrate that the calculation results of the discharge process of the Three Gorges Reservoir are in good agreement with the measured results after the proposed method is adopted.
作者
黄仁勇
王敏
张细兵
周曼
刘亮
任实
HUANG Ren-yong;WANG Min;ZHANG Xi-bing;ZHOU Man;LIU Liang;REN Shi(River Department, Yangtze River Scientific Research Institute, Wuhan 430010, China;China Three Gorges Corporation, Yichang 443133,China)
出处
《长江科学院院报》
CSCD
北大核心
2018年第6期67-69,80,共4页
Journal of Changjiang River Scientific Research Institute
基金
国家重点研发计划项目(2016YFC0402304
2016YFC0402309
2016YFC0402305
2017YFC0405304
2016YFC0402306)
国家自然科学基金项目(51339001)
中央高校基本科研业务费专项资金资助项目(2042016kf1083)
中央级公益性科研院所基金项目(CKSF2015004
CKSF2015049
CKSF2017010)
三峡水库科学调度关键技术第二阶段研究项目(SXSN/4107
SXSN/4277)
水利部公益性行业专项(201401021)
江西省水利科技项目(KT201403)
关键词
三峡水库
区间入流
一维水动力学模型
反算
非恒定流
Three Gorges Reservoir
local inflow
mathematical model
back calculation
unsteady flow