Intelligent Control of Groundwater in Slopes with Deep Reinforcement Learning

被引:7
作者
Biniyaz, Aynaz [1 ]
Azmoon, Behnam [1 ]
Liu, Zhen [1 ]
机构
[1] Michigan Technol Univ, Dept Civil Environm & Geospatial Engn, Houghton, MI 49931 USA
基金
美国国家科学基金会;
关键词
deep reinforcement learning; Deep Q-Network; landslide; intelligent control; seepage analysis; slope stability analysis; STABILITY; RAINFALL; SYSTEM; MODEL; PREDICTION; GO;
D O I
10.3390/s22218503
中图分类号
O65 [分析化学];
学科分类号
070302 ; 081704 ;
摘要
The occurrence of landslides has been increasing in recent years due to intense and prolonged rainfall events. Lowering the groundwater in natural and man-made slopes can help to mitigate the hazards. Subsurface drainage systems equipped with pumps have traditionally been regarded as a temporary remedy for lowering the groundwater in geosystems, whereas long-term usage of pumping-based techniques is uncommon due to the associated high operational costs in labor and energy. This study investigates the intelligent control of groundwater in slopes enabled by deep reinforcement learning (DRL), a subfield of machine learning for automated decision-making. The purpose is to develop an autonomous geosystem that can minimize the operating cost and enhance the system's safety without introducing human errors and interventions. To prove the concept, a seepage analysis model was implemented using a partial differential equation solver, FEniCS, to simulate the geosystem (i.e., a slope equipped with a pump and subjected to rainfall events). A Deep Q-Network (i.e., a DRL learning agent) was trained to learn the optimal control policy for regulating the pump's flow rate. The objective is to enable intermittent control of the pump's flow rate (i.e., 0%, 25%, 50%, 75%, and 100% of the pumping capacity) to keep the groundwater close to the target level during rainfall events and consequently help to prevent slope failure. A comparison of the results with traditional proportional-integral-derivative-controlled and uncontrolled water tables showed that the geosystem integrated with DRL can dynamically adapt its response to diverse weather events by adjusting the pump's flow rate and improve the adopted control policy by gaining more experience over time. In addition, it was observed that the DRL control helped to mitigate slope failure during rainfall events.
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页数:22
相关论文
共 64 条
[1]  
Alnaes M.S., 2015, Archive of Numerical Software, V3, DOI DOI 10.11588/ANS.2015.100.20553
[2]  
Alsubal S., 2018, International Journal of Engineering and Technology, V7, P921, DOI [10.14419/ijet.v7i2.29.14284, DOI 10.14419/IJET.V7I2.29.14284]
[3]   PID control system analysis, design, and technology [J].
Ang, KH ;
Chong, G ;
Li, Y .
IEEE TRANSACTIONS ON CONTROL SYSTEMS TECHNOLOGY, 2005, 13 (04) :559-576
[4]   Deep Reinforcement Learning A brief survey [J].
Arulkumaran, Kai ;
Deisenroth, Marc Peter ;
Brundage, Miles ;
Bharath, Anil Anthony .
IEEE SIGNAL PROCESSING MAGAZINE, 2017, 34 (06) :26-38
[5]   Deep learning-based landslide susceptibility mapping [J].
Azarafza, Mohammad ;
Azarafza, Mehdi ;
Akgun, Haluk ;
Atkinson, Peter M. ;
Derakhshani, Reza .
SCIENTIFIC REPORTS, 2021, 11 (01)
[6]   Image-Data-Driven Slope Stability Analysis for Preventing Landslides Using Deep Learning [J].
Azmoon, Behnam ;
Biniyaz, Aynaz ;
Liu, Zhen ;
Sun, Ye .
IEEE ACCESS, 2021, 9 (09) :150623-150636
[7]   Neural networks and reinforcement learning in control of water systems [J].
Bhattacharya, B ;
Lobbrecht, AH ;
Solomatine, DP .
JOURNAL OF WATER RESOURCES PLANNING AND MANAGEMENT, 2003, 129 (06) :458-465
[8]  
Biniyaz A, 2022, GEOTECH SP, V333, P648, DOI 10.1061/9780784484036.065
[9]   Coupled transient saturated-unsaturated seepage and limit equilibrium analysis for slopes: influence of rapid water level changes [J].
Biniyaz, Aynaz ;
Azmoon, Behnam ;
Liu, Zhen .
ACTA GEOTECHNICA, 2022, 17 (06) :2139-2156
[10]  
Bishop A.W., 1955, Geotechnique, V5, P7, DOI DOI 10.1680/GEOT.1955.5.1.7