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Technology at the Heart: Jianshanpi Reservoir's Modern Monitoring Approach

“We deeply appreciate Sanlien Technology's instrumental role in enhancing the efficiency and safety of Jianshanpi Reservoir through their innovative monitoring solutions and unwavering commitment to technological advancements."

Project owner and team of Jianshanpi Reservoir

Introduction

Background:

Situated in Yanshui District, Tainan City, Taiwan, Jianshanpi Reservoir is a testament to its historical origins from the Japanese colonial era. Initially constructed to provide cooling water for the Taiwan Sugar Corp. Factory, the reservoir features a gate-free overflow spillway and a designed capacity of 6.33 million cubic meters, presently holding around 3.06 million cubic meters. Covering a catchment area of 10.28 square kilometers and a full water level extending over 75.69 hectares, the reservoir has transitioned from its industrial role to become a designated scenic area in Tainan County. Aside from reservoir management and forest conservation, the site has also embraced tourism development, making Jianshanpi Reservoir a captivating destination where the essence of history, nature, and leisure converges in the heart of Taiwan.

 

Challenge: 

In the genesis of the dam construction project, an earthquake monitoring system was meticulously integrated, featuring two strategically positioned sensors at the crest and base for comprehensive seismic surveillance. However, the project encountered a formidable challenge with the absence of an external network connection, thwarting real-time access to crucial earthquake data. This limitation consequently hindered the system’s capacity for providing earthquake early warnings, restricting its functionality to on-site data provision. Compounded by the constraints inherent in the equipment setup and technical support at that juncture, the accessibility of seismic data was confined to the computer room. Furthermore, the absence of an external display exacerbated the predicament, impeding the visual representation of earthquake data. This case study illuminates the intrinsic limitations of the initial setup, underscoring the imperative for advancements to optimize earthquake monitoring capabilities and facilitate seamless communication.

Solution:

With maintenance exceeding a decade and the unavailability of suitable products such as piezometers, radar water level gauges, and tiltmeters, the existing instrumentation faces challenges. Considering the previous network cabling setup, any reconstruction necessitates rewiring, foundation drilling, road reinstatement, leading to comparatively higher maintenance costs. Sanlien Technology not only offers wired monitoring capabilities but also provides wireless solutions, immediate monitoring, and real-time data access, significantly reducing instrument installation costs compared to traditional methods.

Specifically designed for Hybrid Environmental Monitoring and Structural Health Monitoring, our services involve the installation of various instruments, including seismographs, Cube dataloggers, rain gauge, VW piezometers, MEMS tiltmeters, and radar water level gauges. Both wired and wireless signal qualities are stable, and the project owner ultimately opted for a wired approach for monitoring.

Monitoring includes:

  • Reservoir Monitoring: Assessing the underground water content of the dam body for water level and water pressure.
  • Dam Inclination Monitoring: Conducted next to a scouring sluice to prevent potential impact on dam inclination.
  • Radar Wave Water Level Meter: Monitoring reservoir capacity for both the reservoir and water level.
  • Rainfall Monitoring: Providing daily rainfall data to evaluate daily fluctuations in reservoir water levels.

Looking Forward:

Due to considerations regarding subsidy funding, the Jianshanpi Reservoir currently does not incorporate the comprehensive functionality of automated monitoring stations, including the Earthquake Early Warning System (EEWS). In anticipation of future support, we eagerly look forward to enhancing our capabilities. During seismic events, the immediate collection of data every ten minutes and continuous monitoring at subsidence points, along with the assessment of the stability of initial and measured values, are currently unavailable. We are hopeful that upcoming subsidy funding will enable the implementation of a complete monitoring station, encompassing the EEWS, to further fortify our ability to respond effectively and ensure the reservoir’s resilience.