Real-Time Spreading Thickness Monitoring of High-core Rockfill Dam Based on K-nearest Neighbor Algorithm
Denghua Zhong , Rongxiang Du , Bo Cui , Binping Wu , Tao Guan
Transactions of Tianjin University ›› 2018, Vol. 24 ›› Issue (3) : 282 -289.
Real-Time Spreading Thickness Monitoring of High-core Rockfill Dam Based on K-nearest Neighbor Algorithm
During the storehouse surface rolling construction of a core rockfill dam, the spreading thickness of dam face is an important factor that affects the construction quality of the dam storehouse’ rolling surface and the overall quality of the entire dam. Currently, the method used to monitor and control spreading thickness during the dam construction process is artificial sampling check after spreading, which makes it difficult to monitor the entire dam storehouse surface. In this paper, we present an in-depth study based on real-time monitoring and control theory of storehouse surface rolling construction and obtain the rolling compaction thickness by analyzing the construction track of the rolling machine. Comparatively, the traditional method can only analyze the rolling thickness of the dam storehouse surface after it has been compacted and cannot determine the thickness of the dam storehouse surface in real time. To solve these problems, our system monitors the construction progress of the leveling machine and employs a real-time spreading thickness monitoring model based on the K-nearest neighbor algorithm. Taking the LHK core rockfill dam in Southwest China as an example, we performed real-time monitoring for the spreading thickness and conducted real-time interactive queries regarding the spreading thickness. This approach provides a new method for controlling the spreading thickness of the core rockfill dam storehouse surface.
Core rockfill dam / Dam storehouse surface construction / Spreading thickness / K-nearest neighbor algorithm / Real-time monitor
| [1] |
Niu JT (2006) Study on the stress of RCC gravity dam with layered structure. Dissertation, Xinjiang Agricultural University, China (in Chinese) |
| [2] |
|
| [3] |
|
| [4] |
Cui B (2010) Theory and application of system integration for construction quality real-time monitoring and control over core rock-fill dam. Dissertation, Tianjin University, China (in Chinese) |
| [5] |
|
| [6] |
Zhong GL (2011) Theory and application of real-time monitoring for construction quality of the working unit of RCC dam. Dissertation, Tianjin University, China (in Chinese) |
| [7] |
|
| [8] |
|
| [9] |
|
| [10] |
Pan ZJ (2013) A measuring instrument for the loose laying thickness of asphalt pavement. Dissertation, Chang’an University, China (in Chinese) |
| [11] |
Jia ZG, Lu ZG (2009) Online testing technology of thickness. Instrum Technol (2):19–21 (in Chinese) |
| [12] |
|
| [13] |
|
| [14] |
|
| [15] |
Liu Y (2009) The simplification of scattered point cloud and triangular mesh surface reconstruction. Dissertation, Jilin University, China (in Chinese) |
/
| 〈 |
|
〉 |