Development of a subsurface monitoring system for land subsidence hazard in the Bandung basin: a laboratory prototype

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D. Sarah, Z. Zulfahmi, A.B. Sholehah, E.A. Riyani, Wahyudin, Amar

2024 IOP Conference Series: Earth and Environmental Science Vol. 1388 Issue 1 Conference paper Cited by 1 SDG 6SDG 11SDG 17 Quartile

Abstract

Land subsidence is a global environmental hazard posed by urban area worldwide, causing degradation in environmental quality and leads to further disasters such as increased flood risk, contamination risk, and infrastructure damages. Anthropogenic causes, such as groundwater extraction and building weight, cause high land subsidence rates. The behaviour of the subsurface under the influence of anthropogenic causes must be well understood to mitigate this problem. Conventional subsurface monitoring is robust and costly. In this case, we aim to first develop a versatile and low-cost subsurface monitoring prototype for land subsidence at a laboratory scale using a model box. Methods employed were constructing an experiment model box, developing the monitoring system, and trial experiments in the laboratory. The sensors are linear vertical displacement transducer, potentiometer, water level and pressure sensors. The monitoring system uses Arduino microcontroller to convert sensors inputs to desirable outputs and a logger to record the real-time data and transmit it to personal computer in the laboratory. Land subsidence in the Gedebage area in Bandung basin was taken as a model case. The model box was filled with soil from Gedebage, Bandung. A scenario of exploitation of confined groundwater and weight of building was applied for the model case. The results show that the laboratory prototype can monitor the subsurface changes due to the applied anthropogenic forces. In the case of Bandung soil, groundwater exploitation did not immediately cause subsidence instantaneously. There is a time delay between the drawdown of groundwater level and the subsequent vertical deformation. The rate of subsidence varies spatially inside the tank, the largest is close to the pump well and surface loads. A maximum of 2.88 mm subsidence over 663 days was recorded following 1 m groundwater drawdown. This information asserts the importance of long-time monitoring in subsidence areas. © 2024 Institute of Physics Publishing. All rights reserved.

Affiliations

Research Center for Geological Disaster, National Research and Innovation Agency (BRIN), KST Samaun Samadikun, Bandung, 40135, Indonesia; Research Center for Mining Technology, National Research and Innovation Agency (BRIN), KST Iskandar Zulkarnain, Tanjung Bintang, Lampung, 35361, Indonesia; Department of Physics, Sebelas Maret University, Surakarta, 57126, Indonesia; Department of Physics, Institut Teknologi Sumatera, Lampung, 35365, Indonesia

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