Next Article in Journal
Temporal Predictability of Online Behavior in Foursquare
Next Article in Special Issue
A Geographically Temporal Weighted Regression Approach with Travel Distance for House Price Estimation
Previous Article in Journal
Understanding Gating Operations in Recurrent Neural Networks through Opinion Expression Extraction
Previous Article in Special Issue
Entropy-Weighted Instance Matching Between Different Sourcing Points of Interest
 
 
Font Type:
Arial Georgia Verdana
Font Size:
Aa Aa Aa
Line Spacing:
Column Width:
Background:
Article

Characterization of Seepage Velocity beneath a Complex Rock Mass Dam Based on Entropy Theory

1
Department of Water Environment, China Institute of Water Resources and Hydropower Research, Beijing 100038, China
2
College of Water Conservancy and Hydropower Engineering, Hohai University, Nanjing 210098, China
3
Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai University, Nanjing 210098, China
4
Geotechnical Research Institute of Hohai University, Nanjing 210098, China
*
Author to whom correspondence should be addressed.
Entropy 2016, 18(8), 293; https://doi.org/10.3390/e18080293
Submission received: 24 May 2016 / Revised: 29 July 2016 / Accepted: 8 August 2016 / Published: 11 August 2016
(This article belongs to the Special Issue Applications of Information Theory in the Geosciences)

Abstract

Owing to the randomness in the fracture flow system, the seepage system beneath a complex rock mass dam is inherently complex and highly uncertain, an investigation of the dam leakage by estimating the spatial distribution of the seepage field by conventional methods is quite difficult. In this paper, the entropy theory, as a relation between the definiteness and probability, is used to probabilistically analyze the characteristics of the seepage system in a complex rock mass dam. Based on the principle of maximum entropy, an equation for the vertical distribution of the seepage velocity in a dam borehole is derived. The achieved distribution is tested and compared with actual field data, and the results show good agreement. According to the entropy of flow velocity in boreholes, the rupture degree of a dam bedrock has been successfully estimated. Moreover, a new sampling scheme is presented. The sampling frequency has a negative correlation with the distance to the site of the minimum velocity, which is preferable to the traditional one. This paper demonstrates the significant advantage of applying the entropy theory for seepage velocity analysis in a complex rock mass dam.
Keywords: entropy theory; uncertainty and randomness; seepage velocity; fracture flow; complex rock mass dam entropy theory; uncertainty and randomness; seepage velocity; fracture flow; complex rock mass dam
Graphical Abstract

Share and Cite

MDPI and ACS Style

Chen, X.; Chen, J.; Wang, T.; Zhou, H.; Liu, L. Characterization of Seepage Velocity beneath a Complex Rock Mass Dam Based on Entropy Theory. Entropy 2016, 18, 293. https://doi.org/10.3390/e18080293

AMA Style

Chen X, Chen J, Wang T, Zhou H, Liu L. Characterization of Seepage Velocity beneath a Complex Rock Mass Dam Based on Entropy Theory. Entropy. 2016; 18(8):293. https://doi.org/10.3390/e18080293

Chicago/Turabian Style

Chen, Xixi, Jiansheng Chen, Tao Wang, Huaidong Zhou, and Linghua Liu. 2016. "Characterization of Seepage Velocity beneath a Complex Rock Mass Dam Based on Entropy Theory" Entropy 18, no. 8: 293. https://doi.org/10.3390/e18080293

APA Style

Chen, X., Chen, J., Wang, T., Zhou, H., & Liu, L. (2016). Characterization of Seepage Velocity beneath a Complex Rock Mass Dam Based on Entropy Theory. Entropy, 18(8), 293. https://doi.org/10.3390/e18080293

Note that from the first issue of 2016, this journal uses article numbers instead of page numbers. See further details here.

Article Metrics

Back to TopTop