1.河海大学水文与水资源学院,江苏 南京 210098
2.长江水利委员会水文局荆江水文水资源勘测局,湖北 荆州 434000
秦朗(2004—),男,主要从事水文水资源研究。E-mail:2418597827@qq.com
任黎(1978—),女,博士,教授,主要从事水资源规划与管理等方向的教学科研工作。E-mail:renli@hhu.edu.cn
收稿:2025-08-11,
修回:2025-10-20,
录用:2025-10-27,
网络首发:2025-12-03,
纸质出版:2026-01-25
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秦朗,李家明,任黎,等.多角度倾斜布设H-ADCP流量在线监测技术研究[J].人民珠江,2026,47(1):83-90.
QIN Lang,LI Jiaming,REN Li,et al.Research on Real-Time Flow Online Monitoring Technology Using Multi-Angle Inclined Deployment of H-ADCPs[J].PEARL RIVER,2026,47(01):83-90.
秦朗,李家明,任黎,等.多角度倾斜布设H-ADCP流量在线监测技术研究[J].人民珠江,2026,47(1):83-90. DOI: 10.3969/j.issn.1001-9235.2026.01.009.
QIN Lang,LI Jiaming,REN Li,et al.Research on Real-Time Flow Online Monitoring Technology Using Multi-Angle Inclined Deployment of H-ADCPs[J].PEARL RIVER,2026,47(01):83-90. DOI: 10.3969/j.issn.1001-9235.2026.01.009.
针对复杂水流条件下流量在线监测精度受限问题,提出一种多角度倾斜布设H-ADCP流量在线监测技术。通过在同一监测断面安装多台不同频率的H-ADCP设备,构建多角度协同观测系统,有效提升指标流速的代表性。基于枝城水文站研究实例,重点分析2台H-ADCP设备倾斜布设方式下,双部组合监测方案对比2台单部独立监测方案对流量测验精度的提升效果。结果表明:双部组合和2台单部独立监测方案指标流速与断面平均流速相关指数分别为0.990 3、0.989 3和0.988 0;反演不同水位级典型时段径流量最大误差为2.84%;有效监测时段径流量误差分别为-0.36%、-0.66%和1.25%;多角度倾斜布设监测技术在指标流速代表性和流量测验精度上均有所提升。多台设备独立运行,互为补充,提高监测数据的连续性与容错能力,为提升水文站流量在线监测的精度和可靠性提供了切实可行的新路径。
In response to the challenge of limited accuracy in flow online monitoring under complex hydraulic and flow conditions
this study proposed a multi-angle inclined deployment technology using horizontally mounted acoustic doppler current profilers (H-ADCPs). By installing multiple H-ADCP devices with different frequencies at varying tilt angles along the same monitoring cross-section
a multi-angle collaborative observation system was established
together with a combined computational and analytical model. This system effectively enhanced the representativeness of index velocities and the precision of discharge measurement results
thereby providing improved
adaptability to variable backwater effects
low-flow conditions
and other complex hydrological situations that commonly affect river monitoring accuracy. By taking the Zhicheng Hydrological Station as a case study
two ChannelMaster-type H-ADCPs
operating at 600 kHz and 300 kHz
were deployed in a combined multi-angle inclined configuration. A long-term comparative monitoring campaign was carried out from January 10 to September 17
2024
to evaluate the performance of this technology. The study focused on comparing the accuracy improvements achieved by the dual-device combined monitoring scheme against two independent single-device monitoring schemes. Results indicate that when both H-ADCPs adopt an optimal index velocity cell range of 5~30
the correlation coefficients (
R
2
) between the index velocity and the cross-sectional mean velocity for the dual-device combined scheme and the two single-device schemes are 0.990 3
0.989 3
and 0.988 0
respectively. The regression fitting and calibration model accuracy of the dual-device synchronous monitoring configuration are overall superior to those of either single-device system
demonstrating that multi-angle inclined deployment can significantly enhance both the representativeness of index velocity and the robustness of the flow-velocity relationship model. The calculated flow processes derived from both the dual- and single-device schemes exhibit strong agreement with the compiled discharge data
with relative runoff volume errors of -0.36%
-0.66%
and 1.25% during effective monitoring periods. Furthermore
under typical high
medium
and low water level conditions
the maximum errors of inverted runoff volume during representative periods are 0.76%
-1.33%
and 2.84%
respectively
confirming that the proposed discharge inversion model maintains good stability and consistency across varying hydraulic conditions. Overall
the multi-angle inclined H-ADCP-based flow online monitoring technology integrates both multi-device and single-d
evice configurations that are independently functional yet mutually complementary. This arrangement enhances the continuity
reliability
and fault tolerance of hydrological data acquisition. Consequently
it provides a practical and effective technical pathway for improving the accuracy
stability
and long-term reliability of flow online monitoring systems at hydrological stations
especially in rivers influenced by variable backwater
sediment transport
and other complex flow dynamics.
邓山 , 胡立 , 左建 , 等 . H-ADCP代表流速与断面平均流速拟合精度研究 [J]. 人民长江 , 2020 , 51 ( 10 ): 100 - 104 .
DENG S , HU L , ZUO J , et al . Research on fitting precision of relationship between representative velocity of H-ADCP and average velocity [J]. Yangtze River , 2020 , 51 ( 10 ): 100 - 104 . (in Chinese)
吴晓楷 . V-ADCP在线测流系统在穿卫枢纽水文站的推广应用 [J]. 海河水利 , 2020 ( S1 ): 64 - 67 .
WU X K . Popularization and application of V-ADCP online flow measurement system in hydrologic station of Weihe River Pivot [J]. Haihe Water Resources , 2020 ( S1 ): 64 - 67 . (in Chinese)
陈伯云 , 杜红娟 , 王刚 . H-ADCP在线流量监测系统技术研究与应用 [C]// 中国水利学会2021学术年会论文集第四分册 . 2021 .
CHEN B Y , DU H J , WANG G . Research and application of H-ADCP online discharge monitoring system technology [C]// Proceedings of the 2021 Annual Academic Conference of the Chinese Hydraulic Engineering Society (Vol. 4) . 2021 . (in Chinese)
杜兴强 , 沈健 , 樊铭哲 . H-ADCP流量在线监测方案在高坝洲的应用与改进 [J]. 水文 , 2018 , 38 ( 6 ): 81 - 83 .
DU X Q , SHEN J , FAN M Z . Application and improvement of H-ADCP online monitoring program at Gaobazhou Station [J]. Journal of China Hydrology , 2018 , 38 ( 6 ): 81 - 83 . (in Chinese)
曾雅立 , 张伟革 , 樊丽娜 , 等 . 宜昌站H-ADCP流量关系率定及应用 [J]. 水利水电快报 , 2019 , 40 ( 2 ): 14 - 16,25 .
ZENG Y L , ZHANG W G , FAN L N , et al . Calibration and application of H-ADCP discharge relationship at Yichang Station [J]. Express Water Resources & Hydropower Information , 2019 , 40 ( 2 ): 14 - 16, 25 . (in Chinese)
朱颖洁 , 甘春远 . 双探头H-ADCP在线流量监测系统在西江黄金水道流量监测的应用初探:以梧州水文站为例 [J]. 广东水利水电 , 2023 ( 3 ): 45 - 52 .
ZHU Y J , GAN C Y . Dual probe H-ADCP online flow monitoring system application of flow monitoring in Xijiang Golden Waterway—take Wuzhou Hydrological Station as an example [J]. Guangdong Water Resources and Hydropower , 2023 ( 3 ): 45 - 52 . (in Chinese)
王发君 , 黄河宁 . H-ADCP流量在线监测指标流速法定线软件“定线通”介绍与应用 [J]. 水文 , 2007 ( 4 ): 63 - 65,44 .
WANG F J , HUANG H N . “IVR-Creator”: an index-velocity rating creation program for H-ADCP online discharge monitoring [J]. Journal of China Hydrology , 2007 ( 4 ): 63 - 65, 44 . (in Chinese)
徐刚 , 胡焰鹏 , 樊云 , 等 . H-ADCP实时流量在线监测系统研究 [J]. 中国农村水利水电 , 2009 ( 9 ): 92 - 95 .
XU G , HU Y P , FAN Y , et al . Research on H-ADCP online discharge monitoring system [J]. China Rural Water and Hydropower , 2009 ( 9 ): 92 - 95 . (in Chinese)
李辉 , 朱世云 , 徐洪海 , 等 . 基于变化水位的H-ADCP标定方法研究 [J]. 人民长江 , 2020 , 51 ( 8 ): 95 - 98 .
LI H , ZHU S Y , XU H H , et al . Study on H-ADCP calibration method based on variable water level [J]. Yangtze River , 2020 , 51 ( 8 ): 95 - 98 . (in Chinese)
杜兴强 , 杜越凌 . 倾斜安装H-ADCP提高测流精度的研究 [J]. 东北水利水电 , 2024 , 42 ( 12 ): 9 - 13,16,71 .
DU X Q , DU Y L . Study on improving accuracy of flow measurement by inclined H-ADCP [J]. Water Resources & Hydropower of Northeast China , 2024 , 42 ( 12 ): 9 - 13, 16, 71 . (in Chinese)
张华 , 陈涛 , 杨超 , 等 . H-ADCP在樟树水文站流量测验中的应用 [J]. 人民珠江 , 2025 , 46 ( S1 ): 100 - 102 .
ZHANG H , CHEN T , YANG C , et al . Application of H-ADCP in discharge measurement at Zhangshu Hydrological Station [J]. Pearl River , 2025 , 46 ( S1 ): 100 - 102 . (in Chinese)
刘运珊 , 程亮 . 回水影响下H-ADCP在线流量监测系统的应用分析 [J]. 水资源开发与管理 , 2021 ( 8 ): 72 - 76 .
LIU Y S , CHENG L . Application analysis of H-ADCP online flow monitoring system under the influence of backwater [J]. Water Resources Development and Management , 2021 ( 8 ): 72 - 76 . (in Chinese)
刘墨阳 , 蒋四维 , 林云发 , 等 . 复杂水情下H-ADCP流量在线监测推流方法 [J]. 水利水电科技进展 , 2022 , 42 ( 2 ): 27 - 34 .
LIU M Y , JIANG S W , LIN Y F , et al . Online H-ADCP discharge monitoring and flow derivation method under complex flow conditions [J]. Advances in Science and Technology of Water Resources , 2022 , 42 ( 2 ): 27 - 34 . (in Chinese)
张丹凤 , 王文娟 , 尤家伟 , 等 . 基于ADCP代表流速法“1+1”的多平台流量测验比测研究 [J]. 水利水电快报 , 2024 , 45 ( 3 ): 23 - 29 .
ZHANG D F , WANG W J , YOU J W , et al . Research on multi-platform flow test comparison based on ADCP representative flow method “1+1 ” [J]. Express Water Resources & Hydropower Information , 2024 , 45 ( 3 ): 23 - 29 . (in Chinese)
麦梓泳 . 官良水文站水平式ADCP的流速率定分析 [J]. 广东水利水电 , 2022 ( 5 ): 69 - 72 .
MAI Z Y . Flow rate determination analysis of horizontal ADCP in Guanliang Hydrological Station [J]. Guangdong Water Resources and Hydropower , 2022 ( 5 ): 69 - 72 . (in Chinese)
党喜成 , 雒仪 , 王海燕 , 等 . 基于河道中点距断面分析方法的过水断面面积计算研究 [J]. 人民珠江 , 2021 , 42 ( 8 ): 41 - 45,54 .
DANG X C , LUO Y , WANG H Y , et al . Study on calculation of cross-section area of river based on analysis method of mid-point distance section [J]. Pearl River , 2021 , 42 ( 8 ): 41 - 45, 54 . (in Chinese)
郭朝会 . 最优加权部分线性变系数条件均值估计 [J]. 系统科学与数学 , 2025 , 45 ( 4 ): 1324 - 1338 .
GUO C H . Optimal weighted partially linear varying coefficient conditional mean estimation [J]. Journal of Systems Science and Mathematical Sciences , 2025 , 45 ( 4 ): 1324 - 1338 . (in Chinese)
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