Sensitivity of Markov Model to Different Sampling Sizes of Condition DataSource: Journal of Performance of Constructed Facilities:;2016:;Volume ( 030 ):;issue: 004Author:Huu. D. Tran
DOI: 10.1061/(ASCE)CF.1943-5509.0000828Publisher: American Society of Civil Engineers
Abstract: After many years of service, constructed infrastructure facilities including drainage pipes, bridges, and roads show sign of deterioration. To ensure public safety and efficient management of these crucial assets, condition monitoring and mathematical predictive models have been widely used. Despite the advance in condition-monitoring techniques, closed-circuit television (CCTV) and expert-based inspection technique are still commonly used owing to their ease of use, productivity, and lower cost. Utilizing those condition data, Markov models have been widely used as a predictive tool for asset management of constructed infrastructure facilities. However, the sensitivity of the Markov model to different sampling sizes of condition data has not been investigated. This has a practical implication as more owners of infrastructure facilities start to collect condition data and are interested in understanding current and future deterioration of their infrastructure assets. This study addresses this knowledge gap with a case study of stormwater pipes. The results of the case study show that Markov models are sensitive to the sampling size of condition data. A sampling size between 600 and 700 data points is recommended for industry to collect condition data since it could provide a good starting view on deterioration patterns of stormwater pipe networks while suffering from a less than 10% error rate.
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| contributor author | Huu. D. Tran | |
| date accessioned | 2017-12-16T09:19:51Z | |
| date available | 2017-12-16T09:19:51Z | |
| date issued | 2016 | |
| identifier other | %28ASCE%29CF.1943-5509.0000828.pdf | |
| identifier uri | http://138.201.223.254:8080/yetl1/handle/yetl/4241527 | |
| description abstract | After many years of service, constructed infrastructure facilities including drainage pipes, bridges, and roads show sign of deterioration. To ensure public safety and efficient management of these crucial assets, condition monitoring and mathematical predictive models have been widely used. Despite the advance in condition-monitoring techniques, closed-circuit television (CCTV) and expert-based inspection technique are still commonly used owing to their ease of use, productivity, and lower cost. Utilizing those condition data, Markov models have been widely used as a predictive tool for asset management of constructed infrastructure facilities. However, the sensitivity of the Markov model to different sampling sizes of condition data has not been investigated. This has a practical implication as more owners of infrastructure facilities start to collect condition data and are interested in understanding current and future deterioration of their infrastructure assets. This study addresses this knowledge gap with a case study of stormwater pipes. The results of the case study show that Markov models are sensitive to the sampling size of condition data. A sampling size between 600 and 700 data points is recommended for industry to collect condition data since it could provide a good starting view on deterioration patterns of stormwater pipe networks while suffering from a less than 10% error rate. | |
| publisher | American Society of Civil Engineers | |
| title | Sensitivity of Markov Model to Different Sampling Sizes of Condition Data | |
| type | Journal Paper | |
| journal volume | 30 | |
| journal issue | 4 | |
| journal title | Journal of Performance of Constructed Facilities | |
| identifier doi | 10.1061/(ASCE)CF.1943-5509.0000828 | |
| tree | Journal of Performance of Constructed Facilities:;2016:;Volume ( 030 ):;issue: 004 | |
| contenttype | Fulltext |