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洪潮分离-耦合的高潮位自动预报模型OA

Automatic High-Tide-Level Forecasting Model Based on Separation-Coupling of Flood and Tidal Processes

中文摘要英文摘要

针对冲淤频繁感潮河段因缺乏稳定水下地形资料而导致的高潮位预报难题,提出"洪潮分离-耦合"的建模框架,并构建一种仅需常规水文资料的自动化预报模型.首先,基于双向波叠加原理,将断面总水位分解为代表径流作用的"洪控水位"和代表潮汐作用的"潮控水位"两个分量.其次,利用钱塘江之江站与乍浦站2015-2019年水文资料,分别构建了潮控低潮位演算、潮控涨潮潮差演算、洪控水位演算及潮差传播有效系数等4个子模型.模型核心在于通过流量阈值筛选"纯潮汐"与"纯径流"样本以率定基础关系,并设计实时率定机制:采用滑动时间窗(30 d)动态更新潮控潮差关系,引入偏移系数β动态校准综合线与外包线,以自适应河床冲淤变化.最后,利用2020-2024年资料进行实时率定与预报检验.结果表明,在日均流量大于10 000 m³/s的洪水期,模型对之江站高潮位的预报误差均小于0.3 m,最大误差为-0.28 m,预报合格率达到100%,满足《水文情报预报规范》(GB/T 22482-2008)甲级精度标准.该模型能克服传统方法对水下地形资料的依赖,通过实时学习近期水文规律提升冲淤频繁河段的预报稳定性,可为同类感潮河段的业务化洪水位预报提供可靠且实用的技术解决方案.

To address the challenge of high-tide-level forecasting in frequently scoured and silted tidal river sec-tions,where stable underwater topographic data are lacking,this study proposes a"flood-tide separation-coupling"modeling framework and develops an automatic forecasting model that requires only routine hydrological data.First,based on the principle of bidirectional wave superposition,the total cross-sectional water level is decomposed into two components:the"flood-dominated water level",representing runoff effects,and the"tide-dominated water level,"representing tidal effects.Second,using hydrological data from 2015 to 2019 at Zhijiang and Zhapu stations in Qiantang River,four sub-models were constructed:tide-dominated low-tide level routing,tide-dominated tidal range routing,flood-dominated water level routing,and effective tidal range propagation coefficient.The core of the model lies in screening the"pure tide"and"pure runoff"samples through flow thresholds to calibrate the funda-mental relationships and in designing a real-time calibration mechanism:a sliding time window(30 days)is em-ployed to dynamically update the tide-dominated tidal range relationship,and an offset coefficient β is introduced to dynamically adjust the comprehensive curve and envelope curve,thereby adaptively responding to riverbed scour and siltation changes.Finally,data from 2020 to 2024 were used for real-time calibration and forecasting valida-tion.The results show that during flood periods with average daily discharge exceeding 10 000 m³/s,the forecast er-rors for high-tide levels at Zhijiang station are all less than 0.3 m,with a maximum error of-0.28 m,and a forecast-ing qualification rate of 100%,meeting the Class-A accuracy standard specified in the"Standard for Hydrological Information and Hydrological Forecasting"(GB/T 22482-2008).This model overcomes the dependence of tradi-tional methods on underwater topographic data,enhances forecasting stability in frequently scoured and silted river sections by learning recent hydrological patterns in real time,providing a reliable and practical technical solution for operational flood level forecasting in similar tidal river sections.

陈金浩;王淑英;魏金俐;刘福瑶

浙江省水文管理中心,浙江 杭州 310009浙江省水文管理中心,浙江 杭州 310009浙江省水文管理中心,浙江 杭州 310009浙江省水文管理中心,浙江 杭州 310009

天文与地球科学

感潮河段潮位预报高潮位洪潮耦合钱塘江洪水预报实时率定

tidal river sectiontide-level forecastinghigh-tide levelflood-tide couplingQiantang Riverflood forecastingreal-time calibration

《华南理工大学学报(自然科学版)》 2026 (9)

20-28,9

浙江省科技计划"尖兵领雁+X"项目(2025C02048)浙江水利重大科技项目(RA2406)浙江水利重点科技项目(RB2425) Supported by Zhejiang Provincial Science and Technology Program"Pioneer and Leading Goose+X"Project(2025C02048)

10.12141/j.issn.1000-565X.260016

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