Geology topics
Research about Oklahoma
Source-linked reports with geographic coverage including Oklahoma.
Water resources data, Oklahoma, water year 2001, Volume 2, Red River Basin
No abstract available.
Hydrogeology and leachate plume delineation at a closed municipal landfill, Norman, Oklahoma
The City of Norman operated a solid-waste municipal landfill at two sites on the Canadian River alluvium in Cleveland County, Oklahoma from 1970 to 1985. The sites, referred to as the west and east cells of the landfill, were originally excavations in the unconsolidated alluvial deposits and were not lined. Analysis of ground-water samples indicate that leachate from the west cell is discharging into an adjacent abandoned river channel, referred to as the slough, and is migrating downgradient in ground water toward the Canadian River. The report describes the hydrogeologic features at the landfill, including the topography of the bedrock, water-level changes in the alluvial aquifer, and delineates the leachate plume using specific conductance data. The leading edge of the leachate plume along the 35-80 transect extended over 250 meters downgradient of the west cell. The leading edge of the leachate plume along the 40-SOUTH transect had moved about 60 meters from the west cell in a south-southwesterly direction and had not moved past the slough as of 1997. Specific conductance measurements exceeding 7,000 microsiemens per centimeter at site 40 indicate the most concentrated part of the plume remained in the upper half of the alluvial aquifer adjacent to the west cell. The direction of ground-water flow in the alluvial aquifer surrounding the landfill was generally north-northeast to south-southwest toward the river. However, between the west cell and the slough along the 40-SOUTH transect, head measurements indicate a directional change to the east and southeast toward a channel referred to as the sewage outfall. Near the 35-80 transect, at 0.5 meter below the water table and at the base of the aquifer, the direction of ground-water flow was south-southeast with a gradient of about 30 centimeters per 100 meters. Generally, ground-water levels in the alluvial aquifer were higher during the winter months and lower during summer months, due to a normal decrease in precipitation and increased evapotranspiration in the summer. Hydrographs show temporal water-level changes in ground water and the slough, indicating a hydrologic connection between the alluvial aquifer and the slough.
Statistical summaries of streamflow in Oklahoma through 1999
Statistical summaries of streamflow records through 1999 for gaging stations in Oklahoma and parts of adjacent states are presented for 188 stations with at least 10 years of streamflow record. Streamflow at 113 of the stations is regulated for specific periods. Data for these periods were analyzed separately to account for changes in streamflow due to regulation by dams or other human modification of streamflow. A brief description of the location, drainage area, and period of record is given for each gaging station. A brief regulation history also is given for stations with a regulated streamflow record. This descriptive information is followed by tables of mean annual discharges, magnitude and probability of exceedance of annual high flows, magnitude and probability of exceedance of annual instantaneous peak flows, durations of daily mean flow, magnitude and probability of non-exceedance of annual low flows, and magnitude and probability of non-exceedance of seasonal low flows.
Surface-water characteristics and quality on the Osage Reservation, Osage County, Oklahoma, 1999
Concern about the effects of early oil-industry practices of surface disposal of produced-brine water prompted an investigation of the surface-water quality on the Osage Reservation. About 38,600 oil wells have been drilled on the Osage Reservation since drilling began in 1896. The Osage Reservation comprises three major drainage basins. The Caney River Basin is in the northeast, the Bird Creek Basin is in the southeast, and the Salt Creek Basin in the west. Variations in streamflow on the Osage Reservation during a year primarily result from variations in the quantity and frequency of rainfall, evapotranspiration, and reservoir operations. Most streams do not flow during low rainfall periods in late summer, early fall, and in winter. Percent of mean annual discharge is largest during March through June, averaging 54 to 62 percent and smallest during December, January, July, and August, averaging only 14 to 21 percent. The basin areas of Caney River in the reservation (251 square miles), Salt Creek (273 square miles), and Sand Creek (227 square miles) are about the same and the basin areas of the Bird Creek Basin (418 square miles) and Homily Creek Basin (383 square miles) are similar in area. One hundred forty surface-water sites were sampled once during either February, March or August 1999. The surface-drainage areas, incremental basins, between sample sites along a stream, range in size from 0.26 to 123 square miles with a median of 8.6 square miles. Total number of oil wells upgradient of the samples sites is 31,432 or 80 percent of the total in the reservation. The total number of oil wells in the Caney River Basin in the reservation (2,975 wells), Salt Creek Basin (4,619 wells), and Sand Creek Basin (3,858 wells) are about the same and the total number of oil wells in the Bird Creek Basin (8,858 wells) and Hominy Creek Basin (7,842 wells) are similar. The number of oil wells per square mile in the incremental basins ranges for 0.86 to 154. Surface-water quality monitoring had been conducted previously at two sites included in this study. Dissolved chloride concentrations for the two samples collected during 1999 were equaled or exceeded at both sites by the historical data. There is no statistically significant difference between the distribution of the dissolved chloride concentrations from the surface water and nearby ground-water samples. The surface-water quality samples had significantly lesser concentrations of dissolved solids, sulfate, and nitrite plus nitrate as nitrogen than the ground-water samples. Chloride yield, reported in tons per day per square mile, is the chloride load divided by the basin area upstream of the sample site. The mean of the chloride yields for all the samples was 0.07 ton per day per square mile. Many sample locations where yields were greater than 0.07 ton per day per square mile were areas where dissolved chloride concentrations from surface-water samples were greater than 250 milligrams per liter in an earlier water-quality investigation. An investigation of possible relations between the surface-water quality data and the oil-well construction data for the incremental basins and for 1-mile radial distance upstream in the incremental basins was conducted. The oil-well data also were grouped by the time periods of activity into pre-1930, 1930 to 1970, and post-1970. These groups attempt to account for differences in industry drilling and producing practices associated with various periods. No statistically significant correlations were found between the surface-water quality data and the oil-well construction data.
Statistical analysis of stream water-quality data and sampling network design near Oklahoma City, central Oklahoma, 1977-1999
Water-quality data collected from 1993-99 at five sites on Bluff, Deer, and Chisholm Creeks and from 1988-99 at five sites in the North Canadian River indicated that there were significant differences in constituent values among sites for water properties, major ions, trace elements, nutrients, turbidity, pesticides, and bacteria. Concentrations of dissolved solids and sulfate generally decreased as streams flowed through the Oklahoma City urban area. Concentrations of organic carbon, nitrogen and phosphorus compounds, lindane, and 2,4-D, and frequencies of detection of pesticides increased in the North Canadian River as it flowed through the urban area. Volatile organic compounds were not detected in samples collected quarterly from 1988-90 at sites on the North Canadian River. Concentrations of some compounds, including dissolved oxygen, sulfate, chloride, ammonia, manganese, diazinon, dieldrin, and fecal coliform bacteria periodically exceeded Federal or state water-quality standards at some sites. Regression analyses were used to identify trends in constituent concentrations related to streamflow, season, and time. Trends for some constituents were indicated at all sites, but most trends were sitespecific. Seasonal trends were evident for several constituents: suspended solids, organic nitrogen, and biochemical oxygen demand were greatest during summer. Dissolved oxygen, ammonia, and nitrite plus nitrate-nitrogen were greatest during winter. Concentrations of dissolved oxygen, fluoride, sulfate, total suspended solids, iron, and manganese generally increased with time. Concentrations of chloride, nitrite plus nitrate-nitrogen, dissolved phosphorus, dissolved orthophosphate, biochemical oxygen demand, dieldrin, and lindane decreased with time. There was relatively little change in land use from the late 1970s to the mid-1990s due to relatively modest rates of population growth in the study area during that period. Most changes in water quality in these streams and rivers may be due to changes in chemical use and wastewater treatment practices. The sampling network was evaluated with respect to areal coverage, sampling frequency, and analytical schedules. Areal coverage could be expanded to include one additional watershed that is not part of the current network. A new sampling site on the North Canadian River might be useful because of expanding urbanization west of the city, but sampling at some other sites could be discontinued or reduced based on comparisons of data between the sites. Additional real-time or periodic monitoring for dissolved oxygen may be useful to prevent anoxic conditions in pools behind new low-water dams. The sampling schedules, both monthly and quarterly, are adequate to evaluate trends, but additional sampling during flow extremes may be needed to quantify loads and evaluate water-quality during flow extremes. Emerging water-quality issues may require sampling for volatile organic compounds, sulfide, total phosphorus, chlorophyll- a , Esherichia coli , and enterococci, as well as use of more sensitive laboratory analytical methods for determination of cadmium, mercury, lead, and silver.
Hydrology and water quality near Bromide Pavilion in Chickasaw National Recreation Area, Murray County, Oklahoma, 2000
The Bromide Pavilion in Chickasaw National Recreation Area drew many thousands of people annually to drink the mineral-rich waters piped from nearby Bromide and Medicine Springs. Periodic detection of fecal coliform bacteria in water piped to the pavilion from the springs, low yields of the springs, or flooding by adjacent Rock Creek prompted National Park Service officials to discontinue piping of the springs to the pavilion in the 1970s. Park officials would like to resume piping mineralized spring water to the pavilion to restore it as a visitor attraction, but they are concerned about the ability of the springs to provide sufficient quantities of potable water. Pumping and sampling of Bromide and Medicine Springs and Rock Creek six times during 2000 indicate that these springs may not provide sufficient water for Bromide Pavilion to supply large numbers of visitors. A potential problem with piping water from Medicine Spring is the presence of an undercut, overhanging cliff composed of conglomerate, which may collapse. Evidence of intermittent inundation of the springs by Rock Creek and seepage of surface water into the spring vaults from the adjoining creek pose a threat of contamination of the springs. Escherichia coli, fecal coliform, and fecal streptococcal bacteria were detected in some samples from the springs, indicating possible fecal contamination. Cysts of Giardia lamblia and oocysts of Cryptosporidium parvum protozoa were not detected in the creek or the springs. Total culturable enteric viruses were detected in only one water sample taken from Rock Creek.
Produced water and hydrocarbon releases at the Osage-Skiatook petroleum environmental research sites, Osage County, Oklahoma: Introduction and geologic setting
In February 2001, the USGS started studies of the impacts of produced water and hydrocarbon releases at 2 research sites adjacent to Skiatook Lake in southeastern Osage County near Tulsa, Oklahoma. Both sites are in a dissected area of modest relief underlain by interbedded shale, siltstone, and sandstone. Thicker resistant sandstone units typically form the hill crests. Hillslopes are underlain by shale, siltstone, and thin sandstone beds. Core drilling during February and March of 2002 indicates that the depth of weathering of the bedrock is about 10-25 m on the ridges and 5-6 m in small stream valleys. These sites are located in the Cross Timbers ecosystem area of northeastern Oklahoma. Oak forests cover the hillslopes. Grassslands occur on most ridge crests. Site "A" is an area where produced water and hydrocarbon releases occurred primarily 60-85 years ago. The site is located in section 13, T22N, R10E. The entire site is underlain by 1) a surface layer of eolian sand of varying thickness (maximum observed about 80 cm); 2) colluvium that ranges from large boulders of sandstone to thin, granule-pebble conglomerate; 3) weathered shale, siltstone, and sandstone; and 4) underlying unweathered bedrock. Much of the site appears to have been impacted by early salt-water releases that killed the oak forest, however a few oak trees persist as single trees or clumps of trees within the original kill area. The gently sloping upper part of the site is slightly eroded in places and has been mostly revegetated with grasses, forbs, sumac, and a few trees. The lower, steeper, more heavily salt-impacted portion has been eroded to depths of as much as 2 m. This area drains into the Cedar Creek arm of Skiatook Lake. Oil from two redwood tanks at the top of the site was transported via ditch to two roadside pits at mid-site. Oil spills from pipeline breaks and tank batteries (no longer present) are scattered around the site. Most of the oil is highly weathered however, one pit contains what appears to be relatively fresh asphaltic tank bottom material. Site "B" is located in sections 29 and 32, T22N, R10E. It includes an active production tank battery and adjacent large pit, two injection well sites, one with an adjacent small pit, and an old tank battery. All of these sites are within 45 m of the shoreline of the lake (at normal pool elevation). The pit associated with the active tank battery is within 15 m of the lake. Two small creeks cross the northern and southern parts of the site. The upper part of the site is characterized by a thin surface layer of eolian sand mixed with sandstone-clast colluvium underlain by weathered and unweathered shale whereas the lower part of the site is underlain by 1) a surface layer of eolian sand (20-70 cm thick); 2) colluvial apron and alluvial deposits of varying thickness comprised of sandstone pebbles, cobbles, and boulders with a fine sand matrix; 3) weathered shale; and 4) unweathered bedrock. Three salt scars extend downslope from the active tank battery, the injection well/pit, and the old tank battery to the lake edge. The area underlain by shallow saline ground water is substantially larger than the salt-scarred areas. Dissolved hydrocarbons can be detected in the shallow ground water below the active pit.
Environmental impacts of petroleum production: Fate of inorganic and organic chemicals in produced water from the Osage-Skiatook Petroleum Environmental Research sites, Osage County, Oklahoma
About 15 scientists from the U. S. Geological Survey, other Federal agencies and academia are involved in a multidisciplinary investigation to study the transport, fate, and natural attenuation of inorganic salts, trace metals, radionuclides and organic compounds present in produced water, and their impacts on soil, surface and ground water and the local ecosystem at the Osage-Skiatook Petroleum Environmental Research (OSPER) A and B sites, located in Osage County, OK. The Branstetter lease, OSPER B site, is typical of many aging petroleum fields in Osage County, which ranks among the top oil and gas producing counties in Oklahoma with close to 40,000 wells. Current production in Osage County is mainly from stripper wells (averaging ~2.8 bbls/d oil and >30 bbls/d brine) that are shallow, mostly 300-700 m in depth, and produce from several sandstones of Pennsylvanian age. About one hectare of land at the OSPER B site is affected by salt scarring, soil salinization and brine and petroleum contamination due to the leakage of produced water and associated hydrocarbons from two brine pits and due to accidental releases from active tank batteries. Eventually, the bulk of inorganic salts and some dissolved organic species in the released brine reach, directly or via the two local streams, the adjacent Skiatook Lake, a 4250-hectare reservoir that provides drinking water to the local communities and is a major recreational fishery. About 40 water samples were obtained from several oil wells at the B site and adjoining areas, the two brine pits, several brine pools and seeps in the impacted area, local streams, Skiatook Lake, and from about 20 boreholes (1-71 m deep), recently drilled and completed with slotted PVC tubing. Water level monitoring and additional sampling is continuing. Results to date show that the produced water is a high-salinity (~150,000 mg/L total dissolved solids) Na-Ca-Cl brine, with relatively high concentrations of Sr, Mg and NH4, but low amounts of SO4 and H2S. With the exception of Fe and Mn, the concentrations of trace metals are low, and the values of dissolved organics are relatively low. As the brine flows from the brine pits through the shallow eolian sand, colluvial and alluvial deposits to the streams and Skiatook Lake, it is diluted by infiltrating water from precipitation. Its chemical composition is modified by sorption, mineral precipitation/dissolution, transpiration, volatilization and oxidation/reduction reactions. Bacteria likely play an important role in many of these reactions.
Use of soil leachates to define the extent of brine-contaminated soils at the USGS petroleum environmental research site "B", Osage County, northeastern Oklahoma
Soils at an active oil production site with a history of surface releases of produced water were investigated to determine the chemical signature of salt contamination and the spatial distribution of soil salinity in relation to areas of obvious salt scarring. Grab samples of shallow soil (0-15 cm) and selected soil profiles to depths of 0.6 to 1.7 m were collected onsite and offsite using a 5-cm diameter stainless steel soil auger. Air dried and disaggregated soil from 15 cm intervals (100 g) was mixed with 100 ml of distilled-deionized water to dissolve readily soluble salts. After 24 hours the water was separated by centrifugation followed by filtration through a 0.45 micrometer membrane. Specific conductance was measured immediately. Dissolved chloride (Cl) and sulfate (SO4) were initially estimated with Cl titration strips and turbidimetric measurements respectively. More accurate measurements of dissolved Cl, SO4, and bromide (Br) were later performed by ion chromatography. Brine-contaminated soil was indicated by (1) unusually elevated Cl concentrations or relatively low ratios of conductance/Cl in aqueous leachates compared to leachates of uncontaminated soils, and (2) ratios of Cl/Br in leachates (250± 30) that fall within the range of Cl/Br ratios measured in local produced waters (220-320). Leachates of background soils from the area were characterized by low conductance (sandy soils) or dissolved solids dominated by sulfates (shaley soils). At the study site, the surface (0-15 cm) distribution of elevated soil salinity was largely confined to areas of obvious salt scarring. Within the area of salt scars, elevated salinity persisted to depths of refusal by manual augering. The technique will be applied to deeper samples obtained by mechanical augering or direct push techniques.
Preliminary geophysical characterization of two oil production sites, Osage County, Oklahoma - Osage Skiatook Petroleum Environmental Research Project
Ground electromagnetic and dc resistivity geophysical surveys were used to interpret the subsurface distribution of salinized soil, water, and bedrock at two sites (A and B) and to characterize the larger scale hydrologic setting. Measurements were made on grids of about 1000 square meters using a very shallow penetrating (less than 10 m) electromagnetic (EM) geophysical system (EM31). At site A, high subsurface conductivities (more than 100 millisiemens per meter) found below disposal ponds extended down the local hydrologic gradient to below the normal level of near by Lake Skiatook. At site B, areas of highest subsurface electrical conductivity were offset about 10 m from the center of salt scars. The area of high subsurface electrical conductivity extends in the subsurface below the normal level of Skiatook Lake. DC resistivity soundings were made in and around the two sites in order to characterize deeper (30-60 m) electrical properties of the subsurface lithology and ground water. These soundings indicate that the tight shale that dominates the local lithology is moderately electrically conductive (5 milliseimems per meter). DC soundings done in several areas at the Skiatook Lake shoreline indicate an electrically conductive (less than 10 millisiemens per meter) zone exists below the shore even away from the oil production sites. This conductive zone may indicate a mixing between fresh lake water and local ground water that has high dissolved solids. Borehole geophysical logs at site B and laboratory rock property measurements are currently being used to refine interpretation of ground geophysical measurements.
Impact of oil production releases on soil chemical properties at the Osage-Skiatook Petroleum Environmental Research Project Site
A site characterization study was conducted at an old oil production area where highest activity occurred during the 1930's. Two site locations referred to as OSPER are along the shoreline of Skiatook Lake northwest of Tulsa, Oklahoma. Crude oil and brine water releases have impacted soils, surface and ground water, and the Oak cross-timber ecosystem. Local effects include soil salinization with destruction of plant cover and soil texture, and resultant deep erosion. Stress on affected vegetation is prevalent, but some grass revegetation has occurred. Surface soil samples and vertical profile cores to four feet have been collected and analyzed for salinity, organic matter, petroleum hydrocarbons, texture, nitrates, and dehydrogenase activity. Native grass re-establishment was inversely related to soil salinity and extent of erosion. As expected oil wastes increased the soil organic matter, greatly over surface controls near 0.3%.. Natural soil nitrates were at a low level near 0.2 ppm, but sufficient to support native grasses.
Characterization of soils and rock at an active oil production site: Effects of brine and hydrocarbon contamination
An active oil production site (Osage-Skiatook petroleum environmental research Site B) in Osage County, Oklahoma is under study to determine the impacts on soils and rock of brine and hydrocarbon spills. The goals of the soil and rock characterization are to 1) document and identify the type, degree, and areal extent of brine and hydrocarbon releases, 2) understand controls on the movement and retention of brine and hydrocarbons, and 3) determine the role of solid phases, such as clay and iron-bearing minerals, in natural mitigation. The types and amounts of clay minerals and oxidizers (particularly iron) are important because of the capacity of clay minerals to exchange cations that are dissolved in brines and the capacity of reactive ferric iron species to oxidize hydrocarbons. Characterization of soils and rock includes visual and microscopic description, X-ray diffraction of bulk and clay fraction samples, separation of size fractions, determination of cation exchange capacity, bulk chemical composition, and selective extraction of iron species. Results suggest that much of the brine and hydrocarbon contamination occurs in the shallow subsurface (< 240 cm) where the soil profile varies from dark brown topsoil to reddish orange sand to greenish-gray clay. A layer of iron-stained colluvium that is present in the shallow subsurface consists of pebbles and coarse sand and forms an important conduit for fluid movement. Unusually high percentages (as much as 97 % of total iron) of reduced iron may record the passage of hydrocarbon-rich ground water. Clay minerals are abundant in some samples and are dominated by kaolinite, mixed layer illite-smectite, and smectite. The correlation of grain size and clay mineral content with soil leachate results will be discussed and high percentages of sodium on exchange sites in clay are expected in areas of past spills of produced water.
Hydrologic controls on the subsurface transport of oil-field brine at the Osage-Skiatook Petroleum Environmental Research (OSPER) B Site, Oklahoma
As a part of a multidisciplinary study of the impact of oil wells and oil production on the environment, we are investigating the hydrology of the OSPER B site, which is located at Skiatook Lake in Osage County, Oklahoma. Salt and crude oil from oil well brine pits and accidental releases from oil tank batteries have contaminated soil, ground water, and surface water at this site. Preliminary coring near a brine pit at the site showed that beneath 0.5-2 meters of surficial deposits (fill, soil, colluvium, and alluvium), a layer of tight shale that is at least 6 meters thick underlies the site. The land slopes down from the pit at about a 1:10 slope to the lake, which is located about 20 meters from the pit. We found no evidence to date that the brine has penetrated into the shale. Field cores and water level measurements in boreholes indicated that the surficial deposits were often saturated above the shale, which was powder dry. We hypothesize that water from precipitation infiltrates into the permeable surficial deposits, ponds above the low-permeability shale, and moves laterally toward the lake in the surface layer. Dissolved salt from prior spills present in the surface layer is transported down slope to the lake during and following precipitation events. Chemical analyses of water samples collected from boreholes indicate that salt water that collects in the brine pit also moves into the surface layer and flows to the lake. Overland flow and transport of brine also occurs in response to intense rainfall events. Evapotranspiration concentrates the subsurface brine in dry periods. Our field work indicates that the surfacial deposits are very heterogeneous, and as a result there are preferential pathways for subsurface transport of water and contaminants from the pit to the lake. Our results indicate that near-surface, transient processes dominate the contaminant hydrology at this site.
Environmental impacts of petroleum production: The fate of petroleum and other organics associated with produced water from the Osage-Skiatook Petroleum Environmental Research sites, Osage County, OK
We are involved in a multidisciplinary investigation to study the transport, fate, and natural attenuation of inorganic salts, trace metals, radionuclides and organic compounds present in produced water, and their impacts on soil, surface and ground water and the local ecosystem at the Osage-Skiatook Petroleum Environmental Research (OSPER) A and B sites, located in Osage County, OK. About one hectare of land at each of the OSPER A and B sites is affected by salt scarring, soil salinization and brine and petroleum contamination. The main environmental concern results because the sites are adjacent to Skiatook Lake, a 4250-hectare reservoir that provides drinking water to the local communities and is a major recreational fishery. Petroleum wells and tank batteries at the A site have been inactive for some time and the bulk of the hydrocarbon (now degraded and weathered oil) and produced water releases occurred more than 60 years ago. One pit at this site however, contains relatively fresh asphaltic oil and high salinity brine. The B site includes an active production tank battery and adjacent brine and oil pit, an inactive tank battery and an injection well with a small brine pit. For this study oil, gas and/or brine samples were obtained from several oil wells at the B site and areas adjoining the A and B sites, from the two active brine pits at the B site, from the asphaltic pit and adjacent weathered oil pit at the A site and from several of the 40 boreholes (1-71 m deep), recently drilled and completed. Water samples for dissolved organics were obtained from selected boreholes with high salinity water and measurable hydrocarbon gases in the unsaturated zone. Soil and rock core samples were obtained from these selected boreholes to determine the amount and composition of oil sorbed onto the sediments. Finally samples of sediments and/or water from these selected boreholes and from the brine and oil pits were obtained for bacterial characterization. Chemical analysis and bacterial determinations on the collected samples are continuing. Results completed to date show the crude oil source (samples from B and adjacent production wells) is a typical paraffinic-naphthenic light (API gravity of ~35) oil, containing n-alkanes as the dominant components. The four samples examined are identical in their maturity and chemical characteristics. Even though petroleum production is from shallow sandstones (300-600 m depth), these fresh oils show no sign of biodegradation, indicating that bacteria are unable to survive in the associated high salinity (~150,000 mg/L total dissolved solids) brine. Bacterial action, volatilization and water washing are likely responsible for the transformation of source oil to the surficial asphaltic and weathered oil observed at the A site. The leakage of oil with brine from the main active pit at the B site is indicated by the detection of a thin, but discrete oil phase in at least one borehole, the presence of hydrocarbon gases in several boreholes and the smell of oil in many sediment cores from the impacted area located down gradient from this pit. The measured concentrations of DOC, acetate and other organic acid anions, BTEX, phenols and other organics in the source brine are relatively low, but their values in water samples from the impacted areas are not yet available.
Real-time kinematic surveying at the Osage-Skiatook Petroleum Environmental Research sites, Osage County, Oklahoma
Highly accurate survey-grade Global Positioning System (GPS) technology was used at the two Osage-Skiatook petroleum environmental research sites to document the locations of observation wells, geoprobe holes, and other sampling sites of 15 research scientists. Real-time kinematic (RTK) GPS was the method used, because it is stable, fast, and accurate. Initially three survey monuments were installed one at each research site and one at the U.S. Army Corps of Engineers headquarters for Skiatook Lake. The monument locations were established by static GPS surveys that occupied each of the sites for four hours. The data were submitted to the NOAA-National Geodetic Survey (NGS) Online Positioning User Service (OPUS) for processing. OPUS processes the data relative to three sites on the NGS continuously operating reference station network (CORS). CORS provides GPS carrier phase and code range measurements in support of three-dimensional positioning activities throughout the United States. OPUS enables positioning accuracies, both horizontally and vertically, that approach a few centimeters relative to the National Spatial Reference System and electronically mails the results to the sender. The usual turnaround time for a data set is 2-3 minutes, depending upon the file size. Static GPS surveys are highly accurate, but require post processing the data and longer occupation time. The RTK surveys require a GPS base station positioned over a known monument, a GPS rover, and a radio link between the base station and the rover. The radio link transmits the base station correction data to the rover. The rover combines the base station data with the rover GPS data to produce real-time coordinates. The rover must maintain lock on at least four of the same satellites that the base station is tracking. Each survey location is occupied for 3 minutes. Setup time at each location is less than a minute, if the rover maintains lock on the satellites and the radio link to the base station. Accuracy in the horizontal component is 1 centimeter (cm) plus 2 parts per million (ppm) times the baseline distance and in the vertical component is 2 cm plus 2 ppm times the baseline distance. The calculated accuracy for the initial static GPS surveys that occupied the survey monuments ranged from 1.2 to 1.4 cm for the horizontal component and 2.2 to 2.4 cm for the vertical component. Calculated accuracy for the RTK surveys at the research sites are about 2.2 to 2.4 cm for the horizontal component and 4.2 to 4.4 cm for the vertical component.
Precision and bias of largemouth, smallmouth, and spotted bass ages estimated from scales, whole otoliths, and sectioned otoliths
We compared the precision and bias of age estimates derived from scales, whole otoliths, and sectioned otoliths and by readers of varying experience level for largemouth bass Micropterus salmoides, smallmouth bass M. dolomieu, and spotted bass M. punctulatus from Skiatook Lake, Oklahoma. Precision was assessed with the coefficient of variation of age estimates for each fish. Bias was determined among readers and structures from age bias graphs derived from least squares regression. Precision was similar among species for all three structures and among structures for any species, except for smallmouth bass; its age estimates were more precise with whole otoliths. Bias between pairs of readers was found for scales and whole otoliths among all three species but never for sectioned otoliths. The experience level of the reader influenced the bias between readers for scales but not for otoliths. Bias between structures was found between scales and whole otoliths for all three species and between scales and sectioned otoliths for smallmouth bass and spotted bass. Age estimates were unbiased between whole and sectioned otoliths for all three species. Although sectioned otoliths required more preparation time, they provided the best age estimates for the three populations in Skiatook Lake.
Water resources data, Oklahoma, water year 2000, Volume 1. Arkansas River Basin
No abstract available.