Seismic Performance and Recovery Modeling of Natural Gas Networks at the Community Level Using Building DemandSource: Journal of Performance of Constructed Facilities:;2019:;Volume ( 033 ):;issue: 004DOI: 10.1061/(ASCE)CF.1943-5509.0001315Publisher: American Society of Civil Engineers
Abstract: Earthquakes can substantially disrupt the operation of critical lifelines in a community, particularly water, gas, and other below-ground infrastructure. The damage that occurs to lifelines in a community from an earthquake can, in turn, have a substantial impact, resulting in social and economic disruption. Furthermore, the duration of the loss in functionality of lifelines is a key factor in the economic disruption that results from an earthquake. In this study, a virtual community known as Centerville was subjected to earthquakes of varying intensity, each having the same assigned point source location, using a well-known attenuation model in order to examine the restoration of communities in the aftermath of an earthquake. The virtual community model being studied has the essential physical components that describe a community, but the focus of this paper is the natural gas network, which is composed of a processing plant, compressor stations, city gate stations, district regulating stations, and buried pipelines. Based on the level of damage that occurred to the network components and their connectivity (topology) throughout the community, the functionality of supplier nodes is assessed using Monte Carlo simulation, and functionality curves are presented for the community’s natural gas network. Notably, the effect of the industrial makeup of a community on its natural gas recovery following an earthquake, as well as the influence of replacing conventional steel pipes with high-density polyethylene (HDPE) ductile pipelines, is examined. As expected, the ability of the HDPE pipe to reduce the network recovery time is substantial and is quantifiable at the community level using the approach presented herein.
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| contributor author | Mohammad R. Ameri | |
| contributor author | John W. van de Lindt | |
| date accessioned | 2019-09-18T10:40:13Z | |
| date available | 2019-09-18T10:40:13Z | |
| date issued | 2019 | |
| identifier other | %28ASCE%29CF.1943-5509.0001315.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl1/handle/yetl/4260065 | |
| description abstract | Earthquakes can substantially disrupt the operation of critical lifelines in a community, particularly water, gas, and other below-ground infrastructure. The damage that occurs to lifelines in a community from an earthquake can, in turn, have a substantial impact, resulting in social and economic disruption. Furthermore, the duration of the loss in functionality of lifelines is a key factor in the economic disruption that results from an earthquake. In this study, a virtual community known as Centerville was subjected to earthquakes of varying intensity, each having the same assigned point source location, using a well-known attenuation model in order to examine the restoration of communities in the aftermath of an earthquake. The virtual community model being studied has the essential physical components that describe a community, but the focus of this paper is the natural gas network, which is composed of a processing plant, compressor stations, city gate stations, district regulating stations, and buried pipelines. Based on the level of damage that occurred to the network components and their connectivity (topology) throughout the community, the functionality of supplier nodes is assessed using Monte Carlo simulation, and functionality curves are presented for the community’s natural gas network. Notably, the effect of the industrial makeup of a community on its natural gas recovery following an earthquake, as well as the influence of replacing conventional steel pipes with high-density polyethylene (HDPE) ductile pipelines, is examined. As expected, the ability of the HDPE pipe to reduce the network recovery time is substantial and is quantifiable at the community level using the approach presented herein. | |
| publisher | American Society of Civil Engineers | |
| title | Seismic Performance and Recovery Modeling of Natural Gas Networks at the Community Level Using Building Demand | |
| type | Journal Paper | |
| journal volume | 33 | |
| journal issue | 4 | |
| journal title | Journal of Performance of Constructed Facilities | |
| identifier doi | 10.1061/(ASCE)CF.1943-5509.0001315 | |
| page | 04019043 | |
| tree | Journal of Performance of Constructed Facilities:;2019:;Volume ( 033 ):;issue: 004 | |
| contenttype | Fulltext |