Fig. 1. Conventional and WSN monitoring system
Fig. 2. Panorama and typical cross section of reservoir dam (fill dam)
Fig. 3 Risk zone analysis resutls by seepage analysis
Fig. 4. Risk zone analysis resutls by slope stability analysis
Fig. 5. Risk zone analysis resutls by numerical analysis
Fig. 6. Field monitoring system plan using wireless sensor network
Fig. 7. Photos on wireless sensor network by rield trial construction
Fig. 8. Field monitoring results on current monitoring system
Fig. 9. Field monitoring results on wireless sensor network system
Table 1. Risk factor and limit value for real time system assessment
참고문헌
- Anita, Rajesh, S., Sushabhan, C. and Bhupendra, S. (2015), Wireless disaster monitoring and management system for dams, International Conference on Intelligent Computing, Communication & Convergence (ICCC-2015), Conference Organized by Interscience Institute of Management and Technology, Bhubaneswar, Odisha, India, pp. 381-386.
- Korea Occupational Safety and Health Agency (2014), Excavation Construction Monitoring System Technical Guideline, Korea Occupational Safety and Health Agency, Ulsan, Korea, pp. 5-12 (In Korean).
- Korea Rural Community Corporation (2017), Statistical Yearbook of Land and Water Development for Agriculture, Korea Rural Community Corporation Rural Research Institute, Ansan, Korea, pp. 23-28 (In Korean).
- Yoo, C. H., Kim, I. H., Lee, S. J., Hwang, J. S. and Baek, S. C. (2018), Basic study on monitoring system of reservoir and leeve using wireless sensor network, Journal of Korean Geo-Environmental Society, Vol. 19, No. 1, pp. 25-30 (In Korean).