基于双线激光测量系统的滚波成熟断面特征分析
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S157.1;TV13

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水利部重大科技项目——SKS-2022073 南方花岗岩崩岗生态治理技术研发与示范


Mature cross-section characteristics of roll waves based on dual-line laser water depth measurement system
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    摘要:

    为深入研究坡面薄层水流的滚波特性,该研究对坡面薄层水流深度测量系统的精度进行标定,并将其优化为双线激光水深测量系统,在3种坡度和6种流量条件下,采用非接触式测量方法实时测量滚波成熟断面位置的水深。结果表明:坡面薄层水流深度测量系统的精度确认为0.473 mm/格,双线激光水深测量系统的最佳间距为0.04 m。流量和坡度显著影响滚波波速、波高、波高差值及频率,流量的影响(效应量0.655~0.963)大于坡度(效应量0.232~0.874)。坡度显著影响波长,而流量对波长无显著影响。波速随流量增加而增加,但随坡度增加,流量对波速的影响降低。在不同坡度条件下,波高对流量的响应各异。3°坡度下,波高随流量增加先增高后降低,而在较大坡度下(9°和15°),波高处于小流量条件下(2~8 L/min)增幅较大,分别为3.74和4.63 mm。随着流量增大,3°与9°的波高差异增加,但9°与15°之间的差异则减小。此外,波高差值随流量增加显著增大,但随坡度的变化受到流量的影响差异呈现出先增大再减小的趋势。流量增加会导致频率增加,且15°坡度下增幅最大,为2.37 Hz。各坡度的频率差异随流量增大表现为先减小后增加,其临界流量值为8 L/min。小坡度下(3°)波长随流量波动增加,而在大坡度下(15°),较大流量会抑制波长发展。大流量条件下(16~20 L/min),各坡度的波长差异显著。该研究为提高坡面薄层水流测量精度,进一步探明薄层水流滚波的动力学特性提供理论依据。

    Abstract:

    To investigate the rolling wave characteristics of overland flow, this study calibrated the accuracy of the depth measurement system for shallow flow on slopes using acrylic sheets and optimized it as a dual-line laser water depth measurement system. Non-contact measurement methods were used to measure the water depth at the mature cross-section position of rolling waves in real time. This experiment designed a total of 5 measurement intervals, namely 0.04, 0.05, 0.10, 0.15, and 0.20 m. Three horizontal gradients were set for the slope, namely 3°, 9°, and 15°, and six horizontal gradients were set for the flow rate, namely 2, 4, 8, 12, 16, and 20 L/min. Each horizontal gradient was repeated for 5 experiments. The results indicated that the accuracy of the depth measurement system for shallow flow on slopes was confirmed to be 0.473 mm per grid, and the optimal spacing for the dual-line laser depth measurement system was 0.04 m. Both flow rate and slope significantly affected the wave speed, wave height, height difference, and frequency of rolling waves. The influence of flow rate (the effect size values were 0.655-0.963) was greater than that of slope (the effect size values were 0.232-0.874). The slope significantly affected the wavelength, while the flow rate did not significantly impact it. Wave speed increased with flow rate but the influence of flow rate on wave speed decreased with increasing slope. Under different slope conditions, wave height responded differently to flow rate. At a 3° slope, wave height initially increased and then decreased with increasing flow rate, whereas at higher slopes (9° and 15°), the wave height increased significantly under low flow conditions (2-8 L/min), with the increases of 3.74 and 4.63 mm, respectively. The difference in wave height between 3° and 9° slopes increased with flow rate, but the difference between 9° and 15° slopes decreased. The variation in height difference with slope was influenced by flow rate, showing a trend of initially increasing and then decreasing. Increased flow rates led to an increase in frequency, with the largest increase at a 15° slope, up to 2.37 Hz. The frequency differences between slopes decreased and then increased as flow rate increased, with a critical flow rate of 8 L/min. At a low slope (3°), wavelength fluctuated with flow rate, whereas at a high slope (15°), higher flow rates inhibited the development of wavelength. Under the high flow conditions (16-20 L/min), the wavelength differences between slopes were significant. This research provides a theoretical basis for improving the accuracy of slope overland flow measurements and further elucidating the dynamic characteristics of overland flow rolling waves.

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徐悦,田野,魏泽琪,廖成志,李会光,蒋芳市,张越,黄炎和,林金石.基于双线激光测量系统的滚波成熟断面特征分析[J].农业工程学报,2024,40(19):83-92. DOI:10.11975/j. issn.1002-6819.202402101

XU Yue, TIAN Ye, WEI Zeqi, LIAO Chengzhi, LI Huiguang, JIANG Fangshi, ZHANG Yue, HUANG Yanhe, LIN Jinshi. Mature cross-section characteristics of roll waves based on dual-line laser water depth measurement system[J]. Transactions of the Chinese Society of Agricultural Engineering (Transactions of the CSAE),2024,40(19):83-92. DOI:10.11975/j. issn.1002-6819.202402101

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  • 收稿日期:2024-02-28
  • 最后修改日期:2024-04-08
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  • 在线发布日期: 2024-09-29
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