2012
DOI: 10.4311/2011es0247
|View full text |Cite
|
Sign up to set email alerts
|

A method to determine cover-collapse frequency in the Western Pennyroyal karst of Kentucky

Abstract: To determine the rate of cover-collapse sinkhole formation in Christian County, Kentucky, we used large scale aerial photographs taken nearly twenty years apart. The negatives were enlarged and printed to 1:3,000 scale and examined for collapses. The photographs constrained the time period within which the collapse could have occurred, and the large scale of the prints provided a means to identify, locate, and field-verify the cover collapses. All features noted on the photographs were checked in the field. Si… Show more

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
5

Citation Types

0
6
0

Year Published

2014
2014
2022
2022

Publication Types

Select...
3
3
1

Relationship

0
7

Authors

Journals

citations
Cited by 10 publications
(6 citation statements)
references
References 3 publications
0
6
0
Order By: Relevance
“…The evolution and development of subsidence dolines is also influenced by other impacts such as water flows, earthquakes, meteoric water, the fluctuation of karstwater level and groundwater level, the burden due to vehicle traffic, vibration and anthropogenic activity and pore water pressure [7,15,[17][18][19][20][21][22][23][24][25].…”
Section: Introductionmentioning
confidence: 99%
See 1 more Smart Citation
“…The evolution and development of subsidence dolines is also influenced by other impacts such as water flows, earthquakes, meteoric water, the fluctuation of karstwater level and groundwater level, the burden due to vehicle traffic, vibration and anthropogenic activity and pore water pressure [7,15,[17][18][19][20][21][22][23][24][25].…”
Section: Introductionmentioning
confidence: 99%
“…On the Mecsek Karst, a surface section with a doline density of 380 doline /km 2 occurs [26]. Their development rate (especially that of dropout dolines) is high thus, it can be 0.2 km -2 year -1 on Kentucky Karst [24], while in Eastern Tennessee a rate of 0.64 km -2 year -1 [27] is also characteristic. They are mostly young features, their life expectancy is also short, maybe some thousand years.…”
Section: Introductionmentioning
confidence: 99%
“…According to model experiments [40], the material rearrangement in the cover can be vertical and with horizontal suffosion, which is followed by compaction. Material rearrangement in the cover may happen by the collapse of the cavities of the cover [29,31], and/or by the detachment of particles from the cover ceiling if the pressure of pore water increase in the cover [41], or if the water level decreases in the cover and in its cavity and this results in the increase of hydrostatic pressure, which causes the failure and thus, the collapse of the material above the cavity of the cover [31,41,42]. Material transport in the cover may be reworked and transported into the bedrock.…”
Section: Introductionmentioning
confidence: 99%
“…Its development rate is 0.055 doline/km 2 /year [29]. A greater rate is specific of the area of the Western Pennyroyal karst of Kentucky where the development rate of dropout dolines was 0.2 dropout doline km −2 year −1 between 1971 and 1991 [41]. A minimal rate of 0.11 doline km −2 year −1 was reported from Florida by Beck [59] and 0.04-0.64 doline km −2 year −1 from Eastern Tennessee by [60].…”
Section: Introductionmentioning
confidence: 99%
“…The study of carbonate cave deposits through petrology and geochemistry of stalactitic and travertine deposits is an established field of research, as are hydrological studies of karst terrains, hydrodynamics of fluvial clastic deposits within subterranean caves and buried karst voids (Loucks, ; Loucks & Mescher, ; Klimchouk, ; Herman et al ., ). However, few studies have been made of clastic sinkhole fills, either subaerial (Currens et al ., ) or subaqueous (Klimchouk & Andrejchuk, ). Almost all studies of clastic sinkhole fills have focused on collapse breccia (Broughton, ) resulting from sinkhole deepening or related roof collapses that accompanied lateral expansions into cavernous voids (Eliassen & Talbot, ).…”
Section: Introductionmentioning
confidence: 99%