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和田河河床渗透率及渗水量随土壤粒径自上游至下游的变化而变化。

Variations in Hotan riverbed permeability and seepage water amount by soil grain size changes from upstream to downstream.

作者信息

Wang Shuo, Zhang Jianghui, Fang Zheng, Du Jianhui, Bai Yungang, Yu Qiying, Ding Bangxin

机构信息

College of Water Conservancy & Architectural Engineering, Shihezi University, Shihezi, 832000, China.

Xinjiang Institute of Water Resources and Hydropower Research, Urumqi, 830049, China.

出版信息

Sci Rep. 2025 Mar 26;15(1):10472. doi: 10.1038/s41598-025-93657-3.

Abstract

Severe seepage presents a significant challenge to the sustainable management of water resources, and a lack of seepage data from the upper, middle, and lower reaches of the Hotan River hinders effective resource management. This study assessed the water infiltration rate in the riverbed using the double-ring method and evaluated the performance of four commonly used infiltration models. Results showed that infiltration rates were highest in the upper section, with permeability decreasing towards the banks. Water consumption, seepage volume, and seepage per unit river length decreased from upstream to downstream. Specifically, seepage volumes were greatest in the upstream section, followed by midstream and downstream. The seepage rate per unit riverbed was highest in the upstream section, followed by the midstream, and lowest in the downstream section. The mean sediment volume fractal dimension was 1.34, positively correlated with sand content, while higher clay and silt content resulted in finer textures and smaller fractal dimensions. These findings fill critical gaps in understanding water infiltration patterns and sediment characteristics in the Hotan River basin, providing essential data for water resource management and ecological protection. Among the models tested, the Kostiakov equation outperformed the Philip, Green-Ampt and Horton models in terms of accuracy and applicability.

摘要

严重渗漏对水资源的可持续管理构成重大挑战,且和田河上游、中游和下游缺乏渗漏数据阻碍了有效的资源管理。本研究采用双环法评估了河床的水分入渗率,并评估了四种常用入渗模型的性能。结果表明,入渗率在上游段最高,渗透率向河岸递减。耗水量、渗漏量和单位河长渗漏量从上游向下游递减。具体而言,上游段渗漏量最大,其次是中游和下游。单位河床渗漏率上游段最高,其次是中游,下游段最低。平均泥沙体积分形维数为1.34,与含沙量呈正相关,而较高的黏土和粉沙含量导致质地更细、分形维数更小。这些发现填补了和田河流域水分入渗模式和泥沙特征理解方面的关键空白,为水资源管理和生态保护提供了重要数据。在所测试的模型中,科斯蒂亚科夫方程在准确性和适用性方面优于菲利普、格林-安普特和霍顿模型。

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