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Observed data of seepage of Xianlin Reservoir dam in Hangzhou during trial operation

JIN Jian-feng 1, FANG Xu-shun 2 · Editorial Office of Chinese Journal of Geotechnical Engineering · 2017

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The key point to the safety assessment of concrete face rockfill dams is the effective layout of seepage monitoring facilities and the collection and analysis of monitoring data. Through the analysis of the dam monitoring data collected during the trial operation of Xianlin Reservoir, the seepage variation laws of the dam foundation, dam and other key parts are summarized. The influences of rainfall and other factors on the water level at the measuring points are analyzed. The comprehensive monitoring data show that the dam foundation and dam seepage control system works well at both sides. The layout of the seepage monitoring facilities of Xianlin Reservoir is reasonable and effective.

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APA 7

JIN Jian-feng 1, F. X. S. 2. (2017). Observed data of seepage of Xianlin Reservoir dam in Hangzhou during trial operation. https://doi.org/10.11779/CJGE2017S1044

MLA

JIN Jian-feng 1, FANG Xu-shun 2. "Observed data of seepage of Xianlin Reservoir dam in Hangzhou during trial operation." 2017. https://doi.org/10.11779/CJGE2017S1044.

Chicago

JIN Jian-feng 1, FANG Xu-shun 2. 2017. "Observed data of seepage of Xianlin Reservoir dam in Hangzhou during trial operation.". https://doi.org/10.11779/CJGE2017S1044.

Harvard

JIN Jian-feng 1, F. X. S. 2. 2017, Observed data of seepage of Xianlin Reservoir dam in Hangzhou during trial operation, Editorial Office of Chinese Journal of Geotechnical Engineering, available at: https://doi.org/10.11779/CJGE2017S1044 [Accessed 21 Jun. 2026].

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Título
Observed data of seepage of Xianlin Reservoir dam in Hangzhou during trial operation
Autor / colaboradores
JIN Jian-feng 1, FANG Xu-shun 2
Editorial
Editorial Office of Chinese Journal of Geotechnical Engineering
Año de publicación
2017
ISSN
1000-4548
ISSN
1000-4548
Idioma
eng

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