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U.S. Department of the InteriorU.S. Geological Survey
Fact Sheet 2014–3045June 2014
Prepared in cooperation with the U.S. Army Corps of Engineers
Hydrogeologic Aspects of the Knippa Gap Area in Eastern Uvalde and Western Medina Counties, Texas
Printed on recycled paper
The Knippa Gap
The Edwards aquifer is the primary source of water for a large area of south-central Texas (fig. 1). The geologic structure, stratigraphy, and hydrogeologic characteristics of rocks that make up the Edwards aquifer and its confining units control the amount and direction of groundwater flowing through the aquifer. Groundwater flow pathways in the western part of the Edwards aquifer
are complex, and this complexity is associated with the Balcones Fault Zone, a prominent structural feature in south-central Texas, and other related geologic structures. The existence of a geologic structure known as the “Knippa Gap” first was postulated by Maclay and Land (1988) as a subsurface structural low or “gap” located in an area beneath Knippa and Sabinal, Tex. (fig. 1), that restricts regional groundwater movement from the west to the east. The existence of the gap was postulated on the
Figure 1. Location of the Knippa Gap area in south-central Texas.
D'Hanis
Utopia
Laguna
BrackettvilleUvalde
Sabinal
San Antonio
Knippa
Leakey
Nueces River
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San AntonioRiver
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West Nueces
River
Leona River
Dry Frio River
Frio River
Seco Creek
Sabinal River
Hondo Creek
Cibolo Creek
Frio River
San Migue l Creek
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FRIO COUNTY
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ATASCOSA COUNTYBEX
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Leona Springs 1Leona Springs 2
Knippa Gap area
Gulf of M
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29°30'
29°00'
98°15'99°00'99°45'
Base modified from U.S. Geological Survey 1:250,000-scale digital dataUniversal Transverse Mercator projection, zone 14North American Datum of 1983
T E X A S
Study area
UVALDECOUNTY
MEDINACOUNTY
Trinity aquifer
San Antonio segment of the Edwards aquiferBALCONES FAULT
ZONE
BEXARCOUNTY
EXPLANATION
Edwards aquifer (George and others, 2011) Outcrop SubcropStudy boundaryApproximate location of the Uvalde SalientSpring and name
Leona Springs 1
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0 20 40 KILOMETERS10 30
basis of a series of numerical simulations of groundwater flow made by Maclay and Land (1988) in an attempt to synthesize the geologic, structural, and hydrogeologic characteristics of the aquifer.
Although the presence of the Knippa Gap near the boundary of the Devils River Trend and Maverick Basin depositional provinces (fig. 2) in eastern Uvalde and western Medina Counties, Tex., had been supported by
Outcrop of eroded and dissected extinct volcano located adjacent to the Frio River and east of the city of Uvalde in Uvalde County, Texas.
Central
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Depositional province Devils River Trend Maverick Basin San Marcos PlatformBoundary of Balcones Fault ZoneBalcones escarpment
EXPLANATION
N
Figure 2. Regional depositional provinces, boundary of the Balcones Fault Zone, and the Balcones escarpment in south-central Texas.
Cave in fractured Austin Group rock located approximately 9.3 miles northeast of city of Uvalde in Uvalde County, Texas.
numerical simulations, efforts to map it in detail had not been previously attempted. In cooperation with the U.S. Army Corps of Engineers, the U.S. Geological Survey developed the first detailed surficial geologic map of the Knippa Gap area with data and information obtained from previous investigations and field observations (Clark and others, 2013, plate 1). A simplified version of the detailed geologic map depicting the hydrologic units, faulting, and structural dips of the Knippa Gap area is provided in figure 3.
Surficial geologic units and surficial expression of fractures, faults, and lineaments were identified and mapped with the aid of well log data, aerial imagery, rock and soil exposures, and observed changes in vegetation
0 5 10 KILOMETERS2.5 7.5
7.52.5 10 MILES50
Structural trough of the
Knippa Gap area
Structural trough of the
Knippa Gap area
Approximate width of
the Knippa Gap structural tr
ough
Approximate width of
the Knippa Gap structural tr
ough
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UVA
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A
A'
B'B'
B
99°16'15"
99°24'
99°31'45"
99°39'30"
99°47'15"
29°28'45"
29°21'
29°13'15"
Base modified from U.S. Geological Survey 1:24,000-scale digital dataUniversal Transverse Mercator projection, zone 14North American Datum of 1983
A A'
Hydrologic unit
Upper confining unit to Edwards aquifer
Edwards aquifer
Study boundaryFault—Dashed where inferredLine of sectionInferred structural dip
EXPLANATION
Figure 3. Hydrologic units, faulting, and structural dips of the Knippa Gap area in south-central Texas. Full version of geologic plate is available in Clark and others (2013).
and drainage patterns. In eastern Uvalde and western Medina Counties, sedimentary rocks from the Lower Cretaceous to the Pleistocene along with igneous rocks from the Upper Cretaceous are exposed at land surface and in roadside outcrops (Clark and others, 2013). These rocks include limestone, chalk, gravel, sand, silt, shale, clay, and basalt. Igneous rocks also were mapped to show the spatial distribution of the igneous bodies and their relation to the geologic structure of the area. Borehole geophysical data were used to determine formational contacts in the subsurface and regional dips in each of the geologic units. This information was used to interpret structural dip directions and the approximate location of the structural trough in the Knippa Gap (fig. 4).
Sources of Groundwater in the Knippa Gap Area
The Edwards aquifer, a karst aquifer with large porosity and permeability that includes geologic units from the Devils River Trend and the Maverick Basin depositional provinces, is the primary source of water in the Knippa Gap area (fig. 3). The Edwards aquifer in the Devils River Trend is one of the most porous and permeable units in the area, with permeable zones
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Approximate width of the Knippa Gap
structural trough
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'
NAVD 88, North American Vertical Datum of 1988
Hydrologic unit Upper confining unit to Edwards aquifer Edwards aquifer Trinity aquiferLand surfaceFault—Dashed where inferred. Arrow shows relative movement
EXPLANATION
3,0000 6,000 FEET
VERTICAL SCALE GREATLY EXAGGERATED
Figure 4. Hydrologic section A-A’ showing approximate width of the structural trough in the Knippa Gap area. Location of trace A-A’ shown on figure 3.
that generally are associated with solutionally enlarged bedding planes and fractures. Although most of the permeability probably results from fractures, the aquifer also contains bedding plane, fracture, breccia, vug, channel, and cave porosity. The vertical fractures near the top of the Edwards aquifer in the Devils River Formation provide the most effective paths for recharge, and where subaerially exposed, these fractures greatly increase the rate of recharge when precipitation occurs in the area (fig. 3).
Channel porosity developed along a bedding plane in the Austin Group located near the intermittent Leona Springs 2 on the Leona River in Uvalde County, Texas.
Additional minor sources of water in the Knippa Gap area include the Leona aquifer, a minor aquifer associated with alluvium of the Pleistocene Leona Formation that crops out along stream channels; the Uvalde Gravel; the Indio Formation; the igneous basalts and serpentines; and other Edwards aquifer confining units (Del Rio Clay, Buda Limestone, Eagle Ford Group, Austin Group, Anacacho Limestone, and Escondido Formation) (Clark and others, 2013).
Complex Structure and Groundwater Flow Paths
The Balcones Fault Zone is a structurally complicated, Miocene-aged fault complex that trends approximately west to east across Uvalde and Medina Counties and is composed of high-angle, en echelon, vertical or nearly vertical normal faults that are downthrown to the southeast (fig. 5). The Balcones Fault Zone contains relay ramps that commonly form Figure 5. Hydrologic section B-B’ showing vertical or nearly
vertical, en echelon normal faults that are downthrown to the southeast. Location of trace B-B’ shown on figure 3.
Sandstone ledges in the Escondido Formation located approximately 7 miles south-southeast of the community of D’Hanis in Medina County, Texas.
Exposed Austin Group in road cut excavation located on south side of U.S. Highway 90 and approximately midway between Sabinal and Knippa, eastern Uvalde County, Texas. Photograph taken May 29, 2012.
in extensional fault systems to allow for deformation changes along the fault block (fig. 6). Relay ramps connect the foot wall of a fault segment to the hanging wall of the overhanging fault (Clark and Journey, 2006). Groundwater flow paths in the Edwards aquifer are influenced by this complex faulting in that some faults may function as barriers to groundwater flow where the total thickness of the aquifer is offset by at least 50 percent. In these locations, groundwater flow moves parallel to the strike of the fault. The amount of displacement along a particular fault tends to vary; thus, the effectiveness of a fault as a barrier to flow probably changes along the fault plane.
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-950-900-850-800-750-700-650-600-550-500-450-400-350-300-250-200-150-100-50
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'
NAVD 88, North American Vertical Datum of 1988
Hydrologic unit Upper confining unit to Edwards aquifer Edwards aquifer Trinity aquiferLand surfaceFault—Dashed where inferred. Arrow shows relative movement
EXPLANATION0 3,000 6,000 FEET
VERTICAL SCALE GREATLY EXAGGERATED
ISSN 2327-6916 (print)ISSN 2327-6932 (online)
http://dx.doi.org/10.3133/fs20143045Publishing support provided byLafayette Publishing Service Center
In western Medina County, faulting within the Balcones Fault Zone has produced a relay-ramp structure that dips to the southwest from the Edwards aquifer recharge zone and extends westward (figs. 3, 6). The faults in this area function as barriers to flow, and groundwater originating in northern Medina County moves down the relay ramp from as many as four separate, fault-bounded flow paths (Clark and Journey, 2006) downgradient (downdip) to the southwest towards the structural low (trough) in the Knippa Gap area (figs. 4, 6).
In Uvalde County, the rocks that make up the Edwards aquifer dip down from a structural high known as the Uvalde Salient towards the structural low (trough) (figs. 4, 6). Groundwater moving downgradient from near the end of a fault in the Uvalde Salient from the western part of the Edwards aquifer in the Maverick Basin
is funneled down a relay ramp by faults that function as barriers to flow east-northeast towards the structural low (trough) in the Knippa Gap area where it joins groundwater flowing in from Medina County (figs. 4, 6). The combined flow from these two flow paths then flows through an area with minimal fault displacement in the Knippa Gap.
This fact sheet is based on the following report:
Clark, A.K., Pedraza, D.E., and Morris, R.R., 2013, Geologic framework, structure, and hydrogeologic characteristics of the Knippa Gap area in eastern Uvalde and western Medina Counties, Texas: U.S. Geological Survey Scientific Investigations Report 2013–5149, 35 p., 1 pl., http://pubs.usgs.gov/sir/2013/5149/.
HW
FW
HW
UvaldeSalient
Knippa Gap
relay ramprelay ramp
HW
FW
FW
Edwardsaquifer recharge zone
EXPLANATIONInferred structural feature
Inferred groundwater flow direction
Fault
Hanging wall of a fault
Footwall of a fault
HW
FW Modified from Clark and Journey, 2006, fig. 5
SOUTHWEST NORTHEASTUVALDE COUNTY MEDINA COUNTY
Figure 6. Idealized view of the relay-ramp structure that dips to the northeast from the Uvalde Salient in Uvalde County, the relay-ramp structure that dips to the southwest from Medina County, and the inferred direction of groundwater flow paths towards the Knippa Gap structural low (trough).
References CitedClark, A.K., and Journey, C.A., 2006, Flow paths in the
Edwards aquifer, northern Medina and northeastern Uvalde Counties, Texas, based on hydrologic identification and geochemical characterization and simulation: U.S. Geological Survey Scientific Investigations Report 2006–5200, 48 p.
George, P.G., Mace, R.E., and Petrossian, Rima, 2011, Aquifers of Texas: Texas Water Development Board Report 380, 172 p.
Maclay, R.W., and Land, L.F., 1988, Simulation of flow in the Edwards aquifer, San Antonio region, Texas, and refinement of storage and flow concepts: U.S. Geological Survey Water-Supply Paper 2336-A, 48 p.
—By Rebecca B. Lambert, Allan K. Clark, Diana E. Pedraza, and Robert R. Morris
For additional information, contactDirector, USGS Texas Water Science Centerhttp://tx.usgs.gov/[email protected]