Article(id=1222925282172981726, tenantId=1146029695717560320, journalId=1205116964453384197, issueId=1222925278838513745, articleNumber=null, orderNo=null, doi=10.20040/j.cnki.1000-7709.2023.20221789, pmid=null, cstr=null, oa=null, hot=null, price=null, onlineType=0, articleFormat=0, articleType=null, articleTypeStr=null, receivedDate=1661788800000, receivedDateStr=2022-08-30, revisedDate=1664380800000, revisedDateStr=2022-09-29, acceptedDate=null, acceptedDateStr=null, onlineDate=1769497708122, onlineDateStr=2026-01-27, pubDate=1677254400000, pubDateStr=2023-02-25, doiRegisterDate=null, doiRegisterDateStr=null, onlineIssueDate=1769497708122, onlineIssueDateStr=2026-01-27, onlineJustAcceptDate=null, onlineJustAcceptDateStr=null, onlineFirstDate=null, onlineFirstDateStr=null, sourceXml=null, magXml=null, createTime=1769497708122, creator=13701087609, updateTime=1769497708122, updator=13701087609, issue=Issue{id=1222925278838513745, tenantId=1146029695717560320, journalId=1205116964453384197, year='2023', volume='41', issue='2', pageStart='1', pageEnd='220', issueExtLink='null', onlineDate='null', pubDate='null', beforeIssueId=null, nextIssueId=null, price=null, status=1, issueComplete=1, articleOrder=1, issueType=-1, specialIssue=null, createTime=1769497707328, creator=13701087609, updateTime=1769497707328, updator=13701087609, preIssue=null, nextIssue=null, ext=null, issueFiles=null}, startPage=61, endPage=64, ext={EN=ArticleExt(id=1222925283523547632, articleId=1222925282172981726, tenantId=1146029695717560320, journalId=1205116964453384197, language=EN, title=Study on Characteristic Curve Correction of Cascade Hydropower Stations in the Middle and Lower Reaches of Dadu River, columnId=1222925283431272938, journalTitle=Water Resources and Power, columnName=HYDROLOGICAL FORECAST AND OPTIMAL SCHEDULING, runingTitle=null, highlight=null, articleAbstract=

In order to solve the problem of interval flow inversion of cascade hydropower stations, taking the cascade hydropower stations in the middle and lower reaches of the Dadu River basin as an example, the characteristic curve correction of the six reservoirs in the basin was carried out. In order to accurately calculate the inflow and outflow of each reservoir by correcting each characteristic curve, and make the flow inversion rate of each interval meet the requirements, four correction methods of characteristic curve correction methods were proposed with the goal of minimizing the flow inversion rate, which includes single-point discrete optimization, multi-point discrete optimization, curve cluster overall translation optimization, and distinguishing different water head/water level translation optimization. The simulation calculation shows that although each curve correction method has certain effect, the distinguishing different water head/water level translation optimization method has the best effect. After using this method to correct the characteristic curve, the interval flow inversion rates of PuSheng and GongTong decreased from 53% and 77.96% to 13.93% and 4.37%, respectively. Although the flow inversion rates in the remaining intervals has slightly increased after correction, they are all within a reasonable range. It can be seen that the curve correction method effectively reduces the inversion rate of interval flow and improves the consistency of runoff series, which can provide a data basis for the accurate water regulation of cascade hydropower stations in the Dadu River basin.

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为解决梯级水电站区间流量倒挂问题，以大渡河流域中下游梯级水电站为例，开展该流域6库梯级水电站特征曲线校正工作，以区间谬误率最小为目标，提出了曲线单点离散优化、曲线多点离散优化、曲线簇整体平移优化和分水头/水位平移优化等多种特征曲线校正方法，以通过校正各特征曲线实现对各水库出入库流量的准确推算，并使各区间的区间谬误率满足要求。模拟计算发现，虽然各曲线校正方法均有一定效果，但分水头/水位平移校正方法效果最优，在采用该方法校正特征曲线后，瀑深、龚铜区间的区间流量谬误率分别由初始53.0%、77.96%降至校正后的13.93%、4.37%，剩余区间的区间流量谬误率虽然校正后略有上升，但均在合理范围内。可见，曲线校正方法有效降低了区间流量谬误率，提高了径流序列的一致性，可为大渡河流域梯级水电站的精确水量调度提供数据基础。

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朱艳军（1982-），男，工程师，研究方向为水文学及水资源，E-mail：76388320@qq.com

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朱艳军（1982-），男，工程师，研究方向为水文学及水资源，E-mail：76388320@qq.com

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