Check dams in the Yellow River basin: Sediment reduction efficiency and future development

IF 3.6 2区 农林科学 Q2 ENVIRONMENTAL SCIENCES
Gao Haidong, Wang Mengdie, Hao Xinjing
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Abstract

Human activities are the main reasons for reducing sediment transport in the Yellow River, with thousands of check dams playing a crucial role. Quantifying the sediment reduction efficiency and analyzing the future development of check dams can help ecological construction and management in the Yellow River basin. This study developed a calculation method for sediment reduction by check dams and calculated the annual sediment reduction, and further estimated the sediment reduction efficiency at different periods. In addition, this study also analyzed the construction intensity and proposed construction strategies of check dams in the Yellow River basin. The results show that from 1952 to 2011, the cumulative sediment reduction of check dams in the middle reaches of the Yellow River was 8056 million tons, the annual sediment reduction varied from 0 to 403 million tons, with a multiyear average of 134 million tons. Among the major tributaries in the middle reaches of the Yellow River, the sediment reduction efficiency of check dams ranged from 0.51% to 76.88% due to the ecological management of slopes and the loss of sediment retention capacity by small- and medium-sized check dams, the sediment reduction efficiency from 1980 to 1999 was higher than from 2000 to 2011. Following the analysis of the suitability of check dam construction, we calculated the potential and intensity of check dam construction in the Yellow River basin. The intensity of check dam construction exceeded 50% in the TDG-LM region (Toudaoguai hydrological station to Longmen hydrological station) in the middle reaches of the Yellow River. We analyzed the siltation situation of large-sized check dams and proposed strategies for the construction and management of check dams.

黄河流域的拦河坝:减少泥沙的效率和未来发展
人类活动是减少黄河泥沙输移的主要原因,其中数以千计的拦河坝发挥着至关重要的作用。量化拦沙坝的减沙效率,分析拦沙坝的未来发展,有助于黄河流域的生态建设和管理。本研究开发了一种拦河坝减少泥沙量的计算方法,计算了每年的泥沙减少量,并进一步估算了不同时期的泥沙减少效率。此外,本研究还分析了黄河流域拦河坝的建设强度,并提出了拦河坝的建设策略。结果表明,从 1952 年到 2011 年,黄河中游拦河坝累计减少泥沙量为 8.056 亿吨,年减少泥沙量从 0 到 4.03 亿吨不等,多年平均为 1.34 亿吨。在黄河中游的主要支流中,由于边坡生态治理和中小型拦河坝拦蓄泥沙能力的丧失,拦河坝的泥沙消减效率在 0.51% 至 76.88% 之间,1980 年至 1999 年的泥沙消减效率高于 2000 年至 2011 年。在分析了拦河坝建设的适宜性后,我们计算了黄河流域拦河坝建设的潜力和强度。黄河中游 TDG-LM 区域(头道拐水文站至龙门水文站)的拦河坝建设强度超过 50%。我们分析了大型拦河坝的淤积情况,并提出了拦河坝的建设和管理策略。
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来源期刊
Land Degradation & Development
Land Degradation & Development 农林科学-环境科学
CiteScore
7.70
自引率
8.50%
发文量
379
审稿时长
5.5 months
期刊介绍: Land Degradation & Development is an international journal which seeks to promote rational study of the recognition, monitoring, control and rehabilitation of degradation in terrestrial environments. The journal focuses on: - what land degradation is; - what causes land degradation; - the impacts of land degradation - the scale of land degradation; - the history, current status or future trends of land degradation; - avoidance, mitigation and control of land degradation; - remedial actions to rehabilitate or restore degraded land; - sustainable land management.
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