Dataset of diatom controls on the compressibility and permeability of fine-grained sediment collected offshore of South Korea during the Second Ulleung Basin Gas Hydrate Expedition, UBGH2

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What does this data set describe?

Title:
Dataset of diatom controls on the compressibility and permeability of fine-grained sediment collected offshore of South Korea during the Second Ulleung Basin Gas Hydrate Expedition, UBGH2
Abstract:
One of the primary goals of South Korea’s second Ulleung Basin Gas Hydrate Expedition (UBGH2) was to examine the geotechnical properties of the marine sediment associated with methane gas hydrate occurrences found off the shore of eastern Korea in the Ulleung Basin, East Sea. Methane gas hydrate is a naturally occurring crystalline solid that sequesters methane in individual molecular cages formed by a lattice of water molecules. During UBGH2, concentrated gas hydrate was found in two sedimentary environments: thin, coarse-grained sediment layers interbedded with fine-grained sediment (fines, such as clays and muds) and as veins of essentially pure gas hydrate within beds of predominantly fine-grained sediment. This U.S. Geological Survey dataset includes physical property measurements of the fine-grained sediment associated with gas hydrate found during the UBGH2 expedition. Sediment samples were taken from the two sedimentary environments mentioned as part of a study looking into how the high diatom content of the UBGH2 sediment might affect the capacity to extract methane from UBGH2 gas hydrate reservoirs for use as an energy resource. Diatom refers here to the silica-based skeletal remains of microalgae. Diatom skeletons and skeleton fragments can get buried in marine sediment when the microalgae die. In the UBGH2 sediment, these diatoms and fragments can be up to 200 micrometers across, and larger than the sediment grains themselves (median grain size is about 10 micrometers for the samples tested as part of this study). Diatoms have the potential to alter how effectively methane can be extracted from gas hydrate as an energy resource. To extract methane from gas hydrate, a “production” well is drilled down into the gas hydrate-bearing reservoir. The gas hydrate reservoir can be depressurized by drawing pore water out of the sediment through the production well to reduce the reservoir’s pore pressure. As the pore pressure falls below the gas hydrate stability limit, the solid gas hydrate breaks down, releasing gas and water, which then migrate toward the production well for collection. To understand how effectively methane can be extracted from a gas hydrate reservoir requires we know the compressibility and permeability of the bounding sediment (sediment in contact with the primary gas hydrate reservoir). If the bounding sediment is highly compressible, the reservoir depressurization process can cause the bounding layers to compact, putting stress on the production well walls; if the compacting part of the bounding layer is thick enough, the compaction-induced stress accumulates along the well wall and can cause the well to collapse and fail. Water migration through the bounding layers into the reservoir is affected by the compaction-dependent permeability of the bounding sediment. We concurrently measure permeability and compressibility of these diatomaceous sediments which is valuable for predicting pump rates needed to sustain gas hydrate dissociation. We conduct one-dimensional consolidation measurements on the bounding sediment with a stress-controlled oedometer cell (pictured in this data release). The pore-pressure response is measured over time during each loading step of the consolidation to estimate the sediment permeability by applying Terzaghi’s equation for one-dimensional consolidation. In the fine-grained UBGH2 sediment studied, the high diatom content sediment (~22 to 45% diatoms by volume) has a high compressibility relative to typical coarse-grained gas hydrate reservoirs. The presence of diatoms also typically increases the permeability of fine-grained sediment. The permeabilities of the sediments tested in the study are still low enough relative to the reservoir permeability for the sediment to provide a reasonable barrier to fluid flow. As the gas hydrate-bearing reservoir is depressurized, the sediment compacts and permeability falls considerably, which indicates that if the production well is designed to handle the stress from compacting sediment, the bounding layers for the UBGH2 gas hydrate reservoirs will better seal the reservoir as it is depressurized, improving the methane recovery efficiency.
Supplemental_Information:
In addition to funding from the U.S. Geological Survey Gas Hydrate Project, this work is sponsored in part by the Department of Energy (DOE) through interagency agreements with the U.S. Geological Survey’s Gas Hydrate Project (DE-FE0023495, DE-FE00-26166 and 89243320SFE000013). This work is also part of ongoing work related to the UBGH2 Expedition, offshore Korea. Links to related data and publications within the UBGH2 project are collected in the USGS Energy Program website: https://energy.usgs.gov/GeneralInfo/EnergyNewsroomAll/TabId/770/ArtMID/3941/ArticleID/810/Korean-National-Gas-Hydrate-Program-Second-Ulleung-Basin-Gas-Hydrate-Drilling-Expedition-.aspx, and published papers from the 2013 special volume of the Journal of Marine and Petroleum Geology dedicated to the UBGH2 Expedition are listed at the journal website: https://www.sciencedirect.com/journal/marine-and-petroleum-geology/vol/47/suppl/C.
  1. How might this data set be cited?
    Jang, Junbong, Waite, William F., Stern, Laura A., and Lee, Joo Yong, 20220630, Dataset of diatom controls on the compressibility and permeability of fine-grained sediment collected offshore of South Korea during the Second Ulleung Basin Gas Hydrate Expedition, UBGH2: data release DOI:10.5066/P9ZLO4IM, U.S. Geological Survey, Coastal and Marine Hazards and Resources Program, Woods Hole Coastal and Marine Science Center, Woods Hole, MA.

    Online Links:

    Other_Citation_Details:
    Suggested citation: Jang, J., Waite, W.F., Stern, L.A., and Lee, J.Y., 2022, Dataset of diatom controls on the compressibility and permeability of fine-grained sediment collected offshore of South Korea during the Second Ulleung Basin Gas Hydrate Expedition, UBGH2: U.S. Geological Survey data release, https://doi.org/10.5066/P9ZLO4IM.
  2. What geographic area does the data set cover?
    West_Bounding_Coordinate: 130.26670
    East_Bounding_Coordinate: 130.89520
    North_Bounding_Coordinate: 37.01600
    South_Bounding_Coordinate: 36.66310
  3. What does it look like?
    https://www.sciencebase.gov/catalog/file/get/621e6f10d34ee0c6b389a92d?name=UBGH2_Consolidation_Perm_BrowseGraphic.png (PNG)
    Oedometer used for 1-dimensional consolidation tests. Specimen is loaded into the 2.5 inch diameter (63.5 mm), fixed-ring oedometer. Initial specimen height is 1 inch (25.4 mm). As the vertical load steps are applied, the sample height is measured with the lvdt, and the vertical load is measured with the load sensor. The fluid level in the reservoir is maintained so the specimen is always submerged (fully saturated).
  4. Does the data set describe conditions during a particular time period?
    Beginning_Date: 09-Jul-2010
    Ending_Date: 30-Sep-2010
    Currentness_Reference:
    ground condition of the field activity when the samples were collected
  5. What is the general form of this data set?
  6. How does the data set represent geographic features?
    1. How are geographic features stored in the data set?
      This is a Point data set.
    2. What coordinate system is used to represent geographic features?
      Horizontal positions are specified in geographic coordinates, that is, latitude and longitude. Latitudes are given to the nearest 0.00001. Longitudes are given to the nearest 0.00001. Latitude and longitude values are specified in decimal degrees. The horizontal datum used is D_WGS_1984.
      The ellipsoid used is WGS_1984.
      The semi-major axis of the ellipsoid used is 6378137.000000.
      The flattening of the ellipsoid used is 1/298.257224.
      Vertical_Coordinate_System_Definition:
      Depth_System_Definition:
      Depth_Datum_Name: Meters below sea floor
      Depth_Resolution: 1
      Depth_Distance_Units: meters
      Depth_Encoding_Method: Attribute values
  7. How does the data set describe geographic features?
    UBGH2_Consolidation_Perm_Data
    Consolidation and permeability data as a function of applied vertical stress for specimens from four UBGH2 (Ulleung Basin, offshore Korea). (Source: U.S. Geological Survey)
    Site
    Site: UBGH2 site name designation. Format is: Expedition Name (UBGH2)-Site Number (2-2, 3, 6 or 11) and Hole Designation Letter (B or C) within that site. (Source: Korea Institute of Geoscience and Mineral Resources (KIGAM)) Character set (text).
    Core
    CoreID: Unique identifier given to each collected sediment core at the designated site. (Source: Shipboard science party, D/V Fugro Synergy) Character set (text).
    Latitude (degrees, minutes, seconds)
    Latitude_DMS: Latitude coordinate, in degrees (°) minutes (’) decimal seconds (”), of the sample’s location. North latitude recorded as positive values. (Source: Shipboard science party, D/V Fugro Synergy)
    Range of values
    Minimum:36°41’16.1”
    Maximum:37°00’57.6”
    Units:degrees (°) minutes (’) decimal seconds (”)
    Longitude (degrees, minutes, seconds)
    Longitude_DMS: Longitude coordinate, in degrees (°) minutes (’) decimal seconds (”), of the sample’s location. East longitude is recorded as positive values. (Source: Shipboard science party, D/V Fugro Synergy)
    Range of values
    Minimum:130°16’00.0”
    Maximum:130°54’24.9”
    Units:degrees (°) minutes (’) decimal seconds (”)
    Latitude (decimal degrees)
    Lat_DD: Latitude coordinate, in decimal-degrees, of sample’s location. North latitude recorded as positive values. (Source: Shipboard science party, D/V Fugro Synergy)
    Range of values
    Minimum:36.66310
    Maximum:37.01600
    Units:decimal degrees
    Longitude (decimal degrees)
    Long_DD: Longitude coordinate, in decimal degrees, of the sample’s location. East longitude is recorded as positive values. (Source: Shipboard science party, D/V Fugro Synergy)
    Range of values
    Minimum:130.26670
    Maximum:130.89520
    Units:decimal degrees
    Water depth, mbsl
    WD__mbsf: Seafloor depth in meters below seal level (mbsl). (Source: Shipboard science party, D/V Fugro Synergy)
    Range of values
    Minimum:897.8
    Maximum:2154.2
    Units:meters
    Subsurface Depth, mbsf
    Subsurf_Depth_mbsf: Depth of sample in meters below the sea floor (mbsf). (Source: Shipboard science party, D/V Fugro Synergy)
    Range of values
    Minimum:61.2
    Maximum:141.5
    Units:meters
    Action
    Action: This is the type of step change in the vertical stress applied in the oedometer. Options are: 1) initial, which describes the initial state of the specimen as the system is put together; 2) loading, which describes an experimental step during the first consolidation cycle in which the vertical stress was increased to the value listed in that row for Vertical Stress (kPa); 3) unloading, which describes an experimental step during the first consolidation cycle in which the vertical stress was decreased to the value listed in that row for Vertical Stress (kPa); 4) reloading, which describes an experimental step during the second consolidation cycle in which the vertical stress was increased to the value listed in that row for Vertical Stress (kPa); 5) unloading2, which describes an experimental step during the second consolidation cycle in which the vertical stress was decreased to the value listed in that row for Vertical Stress (kPa). (Source: U.S. Geological Survey) Character set (text).
    Saturating Fluid
    Saturant: This is the fluid used to initially saturate the sediment. Options are: 1) DW, which is deionized water; 2) 0.6m, which is a 0.6-molal sodium chloride solution; 3) 2m, which is a 2-molal sodium chloride solution. (Note: here, 1 molal = one mole of sodium chloride per 1 kilogram deionized water) (Source: U.S. Geological Survey) Character set (text).
    Reservoir Fluid
    Reservoir: This is the fluid used in the oedometer reservoir (see the Browse Graphic to visualize the reservoir, which is fluid that will contact the sample throughout the test and ensure the sample remains fully saturated). Options are: 1) DW, which is deionized water; 2) 0.6m, which is a 0.6-molal sodium chloride solution; 3) 2m, which is a 2-molal sodium chloride solution. Note that the reservoir solution is replaced with a different salinity fluid after the first consolidation cycle as noted in the process steps. (Source: U.S. Geological Survey) Character set (text).
    Vertical Stress (kPa)
    Vert_Stress_kPa: This is the 1-dimensional (vertical) stress applied to the specimen during the consolidation test. (Source: U.S. Geological Survey)
    Range of values
    Minimum:3
    Maximum:2563
    Units:kilopascals
    Void Ratio
    Void_Ratio: This is the volume of void space in the specimen divided by the volume of solid sediment in the specimen. This parameter has no units. As the applied vertical stress increases, the specimen tends to become shorter and the volume of void space decreases. The volume of solids is assumed to remain constant. (Source: U.S. Geological Survey)
    Range of values
    Minimum:0.78
    Maximum:2.69
    Units:None
    Porosity (percent)
    Porosity_Percent: This is the volume of void space in the specimen divided by the total sample volume, and can be calculated from void ratio: Porosity in percent = 100*(void ratio)/(1+ void ratio). (Source: U.S. Geological Survey)
    Range of values
    Minimum:43.8
    Maximum:72.9
    Units:percent
    Consolidation Coefficient (m^2/s)
    Cv_SquareMeters_Per_Second: The consolidation coefficent, Cv, is a measure of how fast the sediment consolidates during each consolidation step. Cv is derived from the decrease in void ratio with time during each consolidation step using Taylor’s (1948) square-root time method.
    Full reference citation: Taylor, D.W., 1948. Fundamentals of Soil Mechanics. John Wiley and Sons, Inc., New York. . (Source: U.S. Geological Survey)
    Range of values
    Minimum:3.71e-11
    Maximum:3.06e-6
    Units:meters squared per second
    Volume Compressibility (1/kPa)
    mv_Per_kPa: The coefficient of volume compressibility, mv, is the unit volume change per unit of applied stress, and is calculated from the change in stress and void ratio at each consolidation step: mv = -(change in void ratio/change in stress)/(1 + void ratio at the start of the consolidation step). (Source: U.S. Geological Survey)
    Range of values
    Minimum:2.67e-6
    Maximum:6.67e-2
    Units:inverse kilopascals
    Hydraulic Conductivity (m/s)
    k_Meters_Per_Second: The hydraulic conductivity, k, a measure of how easily fluid can move through a meterial, and it is based on properties of the fluid as well as the material being flowed through. Hydraulic conductivity is the product of the coefficient of consolidation, Cv, the coefficient of volume compressibility, mv, and the unit weight of water (taken here to be 9800 Newtons/cubic meter): k = Cv*mv*unit weight of water. (Source: U.S. Geological Survey)
    Range of values
    Minimum:3.72e-12
    Maximum:4.67e-9
    Units:meters per second
    Permeability (meters^2)
    K_SquareMeters: The permeability, K, is a measure of how easily fluid can move through a meterial, and unlike hydraulic conductivity, permeability is based only on properties of the material being flowed through. Permeability, K, is calculated from hydraulic conductivity, k, fluid viscosity, fv (taken here to be that of water: 1e-3 Pascal seconds), fluid density, fd (taken here to be that of water: 1000 kg per cubic meter), and gravity, g = 9.8 meters per seconds squared), according to: K = k*fv/(fd*g). (Source: U.S. Geological Survey)
    Range of values
    Minimum:3.79e-19
    Maximum:4.77e-16
    Units:square meters
    Permeability (milliDarcies)
    K_mDarcies: The permeability, KmDarcies, is a measure of how easily fluid can move through a meterial, but is cast in a different set of units to yield numbers that are closer to 1. To convert from meters squared to milliDarcies, divide: K_mDarcies = K_SquareMeters/(9.87e-16). (Source: U.S. Geological Survey)
    Range of values
    Minimum:3.84e-4
    Maximum:.483
    Units:milliDarcies
    UBGH2_Compressibility_Summary_Data
    Compresibility and swelling index dependence on diatom content and pore fluid salinity for specimens from four UBGH2 (Ulleung Basin, offshore Korea). Index values are calculated from the consolidation data presented in the UBGH2_Consolidation_Perm_Data files. (Source: U.S. Geological Survey)
    Site
    Site: UBGH2 site name designation. Format is: Expedition Name (UBGH2)-Site Number (2-2, 3, 6 or 11) and Hole Designation Letter (B or C) within that site. (Source: Korea Institute of Geoscience and Mineral Resources (KIGAM)) Character set (text).
    Core
    CoreID: Unique identifier given to each collected sediment core at the designated site. (Source: Shipboard science party, D/V Fugro Synergy) Character set (text).
    Latitude (degrees, minutes, seconds)
    Latitude_DMS: Latitude coordinate, in degrees (°) minutes (’) decimal seconds (”), of the sample’s location. North latitude recorded as positive values. (Source: Shipboard science party, D/V Fugro Synergy)
    Range of values
    Minimum:36°41’16.1”
    Maximum:37°00’57.6”
    Units:degrees (°) minutes (’) decimal seconds (”)
    Longitude (degrees, minutes, seconds)
    Longitude_DMS: Longitude coordinate, in degrees (°) minutes (’) decimal seconds (”), of the sample’s location. East longitude is recorded as positive values. (Source: Shipboard science party, D/V Fugro Synergy)
    Range of values
    Minimum:130°16’00.0”
    Maximum:130°54’24.9”
    Units:degrees (°) minutes (’) decimal seconds (”)
    Latitude (decimal degrees)
    Lat_DD: Latitude coordinate, in decimal-degrees, of sample’s location. North latitude recorded as positive values. (Source: Shipboard science party, D/V Fugro Synergy)
    Range of values
    Minimum:36.66306
    Maximum:37.01600
    Units:decimal degrees
    Longitude (decimal degrees)
    Long_DD: Longitude coordinate, in decimal degrees, of the sample’s location. East longitude is recorded as positive values. (Source: Shipboard science party, D/V Fugro Synergy)
    Range of values
    Minimum:130.26667
    Maximum:130.90692
    Units:decimal degrees
    Water depth, mbsl
    WD__mbsf: Seafloor depth in meters below seal level (mbsl). (Source: Shipboard science party, D/V Fugro Synergy)
    Range of values
    Minimum:897.8
    Maximum:2154.2
    Units:meters
    Subsurface Depth, mbsf
    Subsurf_Depth_mbsf: Depth of sample in meters below the sea floor (mbsf). (Source: Shipboard science party, D/V Fugro Synergy)
    Range of values
    Minimum:61.2
    Maximum:141.5
    Units:meters
    Diatom Content (% by volume)
    Diatom_Percent_By_Volume: Diatom concentration is based on the x-ray diffraction (XRD) assessment of Opal-A content in the specimen. Opal-A is an amorphous (non-crystalline) material, and in marine sediment, Opal_A is primarily associated with biogenic silica. In this study region, diatom skeletons are the main form of biogenic silica. (Source: U.S. Geological Survey)
    Range of values
    Minimum:22.3
    Maximum:44.6
    Units:percent by volume
    Saturating Fluid
    Saturant: This is the fluid used to initially saturate the sediment. Options are: 1) DW, which is deionized water; 2) 0.6m, which is a 0.6-molal sodium chloride solution; 3) 2m, which is a 2-molal sodium chloride solution. (Source: U.S. Geological Survey) Character set (text).
    Initial Reservoir Fluid
    Init_Reservoir: This is the fluid used in the oedometer reservoir (see the Browse Graphic to visualize the reservoir, which is fluid that will contact the sample throughout the test and ensure the sample remains fully saturated). Options are: 1) DW, which is deionized water; 2) 0.6m, which is a 0.6-molal sodium chloride solution; 3) 2m, which is a 2-molal sodium chloride solution. (Source: U.S. Geological Survey) Character set (text).
    Replacement Reservoir Fluid
    Replace_Reservoir: This is the fluid used in the oedometer reservoir for the second consolidation cycle (see the Browse Graphic to visualize the reservoir, which is fluid that will contact the sample throughout the test and ensure the sample remains fully saturated). After the first loading and unloading cycle (one full consolidation cycle), the reservoir fluid is flushed and replaced with the replacement reservoir fluid. Options are: 1) DW, which is deionized water used to simulate pore water freshening during gas hydrate dissociation; 2)2m, which is a 2-molal sodium chloride solution. (Source: U.S. Geological Survey) Character set (text).
    Loading Compression Index
    Cc_loading: This is the compressibility index, Cc, measured during the initial (virgin) loading of the specimen. Cc provides a measure of how much the void ratio will decrease as the vertical load is increased: Cc = -(void ratio(at 1000kPa load) - void ratio(at 100 kPa load))/(log_base10(1000kPa)-log_base10(100kPa)). (Source: U.S. Geological Survey)
    Range of values
    Minimum:0.36
    Maximum:.56
    Units:None
    Unloading Swelling Index
    Cs_unloading: This is the swelling index, Cs, measured as the initial (virgin) loading of the specimen is removed (unloading). Cs provides a measure of how much the void ratio will increase as the vertical load is decreased (specimen swelling): Cs = -(void ratio(at 1000kPa load) - void ratio(at 100 kPa load))/(log_base10(1000kPa)-log_base10(100kPa)). (Source: U.S. Geological Survey)
    Range of values
    Minimum:0.06
    Maximum:.13
    Units:None
    Reloading Compression Index
    Cr_reloading: This is the recompression index, Cr, during the reloading of the specimen after the first loading and unloading cycle. Cr provides a measure of how much the void ratio will decrease as the vertical load is increased after the specimen has already experienced a large vertical laod: Cr = -(void ratio(at 1000kPa load) - void ratio(at 100 kPa load))/(log_base10(1000kPa)-log_base10(100kPa)). (Source: U.S. Geological Survey)
    Range of values
    Minimum:0.08
    Maximum:.12
    Units:None
    Unloading2 Swelling Index
    Cs_unloading2: This is the swelling index, Cs, measured as the second loading of the specimen is removed (the second unloading). Cs provides a measure of how much the void ratio will increase as the vertical load is decreased (specimen swelling) after the specimen has already undergone a loading and unloading cycle: Cs = -(void ratio(at 1000kPa load) - void ratio(at 100 kPa load))/(log_base10(1000kPa)-log_base10(100kPa)). (Source: U.S. Geological Survey)
    Range of values
    Minimum:0.06
    Maximum:.09
    Units:None
    Entity_and_Attribute_Overview:
    These data are available in a Microsoft Excel XLSX as well as a CSV format. The first two rows in each XLSX file are header rows, where the second row is an abbreviated column label intended for software packages that are unable to cope with longer labels available in the first row of the XLSX file. The first part of the attribute definition (before the colon) indicates the abbreviated column label. The first row of each CSV file is a header line and is the same as the abbreviated column label on the second row of the XLSX file.
    Entity_and_Attribute_Detail_Citation: U.S. Geological Survey

Who produced the data set?

  1. Who are the originators of the data set? (may include formal authors, digital compilers, and editors)
    • Junbong Jang
    • William F. Waite
    • Laura A. Stern
    • Joo Yong Lee
  2. Who also contributed to the data set?
  3. To whom should users address questions about the data?
    U.S. Geological Survey
    Attn: William F. Waite
    Research Geophysicist
    384 Woods Hole Road
    Woods Hole, Massachusetts
    USA

    508-548-8700 x2346 (voice)
    508-457-2310 (FAX)
    wwaite@usgs.gov

Why was the data set created?

Consolidation data provide the macro-scale expression of a set of micro-scale interactions between fine-grained particles and between those particles and the pore fluid surrounding them. This data release is intended to connect the macro-scale properties of sediment compressibility and permeability to the micro-scale presence of diatoms found in these UBGH2 sediments. The data presented here establish how diatom-rich, fine-grained sediment from four methane gas hydrate-rich sites in the Ulleung Basin offshore South Korea respond to the increasing effective stress and pore-water freshening associated with a depressurization approach to extracting methane from gas hydrate as an energy resource.

How was the data set created?

  1. From what previous works were the data drawn?
  2. How were the data generated, processed, and modified?
    Date: 30-Sep-2010 (process 1 of 5)
    Deployment sample collection: All specimens were collected from the working half of split cores collected from 20100709 to 20100930. After sampling, the specimens were oven-dried and packed in airtight specimen bags. Person who carried out this activity:
    Korea Institute of Geoscience and Mineral Resources
    Attn: Joo Yong Lee
    Research Geophysicist
    124, Gwahak-ro Yuseong-gu
    Daejeon, South Chungcheong
    Korea

    +82-042-868-3219 (voice)
    jyl@kigam.re.kr
    Date: 2018 (process 2 of 5)
    Laboratory sampling: After the shipboard specimen collection and testing, a subset of the specimens were tested for mineralogy via x-ray diffraction (XRD). For the XRD, CuK-alpha radiation at 40 kV and 20 mA was used in a Philips X’pert MPD diffractometer. The XRD analyses were conducted using the software program SIROQUANT that utilized Rietveld quantification methods for improved assessment of diatom content in each specimen. Following XRD testing, the dry specimens were shipped at ambient temperatures to the Woods Hole Coastal and Marine Science Center (WHCMSC), where they were subsampled for the sediment settling tests. Person who carried out this activity:
    Korea Institute of Geoscience and Mineral Resources
    Attn: Joo Yong Lee
    Research Geophysicist
    124, Gwahak-ro Yuseong-gu
    Daejeon, South Chungcheong
    Korea

    +82-042-868-3219 (voice)
    jyl@kigam.re.kr
    Date: 2019 (process 3 of 5)
    Specimen set-up: The specimen setup process follows the description in the fines consolidation data release by Jang and others (2018): (A) sediment from one of the four UBGH2 sites that were included in this study was mixed with one of the three tested pore fluids (Deionized water, DW, a brine with 0.6m NaCl concentration, 0.6m, or a brine with 2m NaCl concentration, 2m). The specimen was mixed with enough water to attain a fluid content of 1.2 times the liquid limit (liquid limit values provided in Table 1 of the related journal article publication by Jang and others (2022) linked to this data release) and allowed to stabilize for 12 hours. This fluid content ensures the sediment is fully saturated with pore fluid. (B) The sediment-fluid mixture was placed into a Geotac 2.5 inch-diameter, 1-dimensional fixed-ring consolidometer with an initial sample height of 25.4 mm, and (C) loaded into the Geotac load frame with additional water in the reservoir to ensure the specimen would remain fully saturated for the entire test. The Browse Graphic illustrates the measurement system used in this study. Tests were completed at the U.S. Geological Survey in Woods Hole, MA (USGS) by Junbong Jang, now at Dong-A University, Busan, South Korea.
    Full reference citation: Jang, J., Cao, S.C., Stern, L.A., Jung, J., and Waite, W.F., 2018, Effect of pore fluid chemistry on the sedimentation and compression behavior of pure, endmember fines: U.S. Geological Survey data release, https://doi.org/10.5066/F77M076K. Person who carried out this activity:
    Dong-A University
    Attn: Junbong Jang
    Assistant Professor
    37 Nakdong-daero 550beon-gil, Saha-gu
    Busan, Busan
    Korea

    +82-51-200-7622 (voice)
    jjang@dau.ac.kr
    Date: 2019 (process 4 of 5)
    Measurement: Consolidation measurements were run according to American Society for Testing and Materials standard D2435 (ASTM, 2011). The general applied vertical stress schedule was: 1) loading from a nominal initial load of 10 kPa to 2560 kPa, doubling the load with each step; 2) unloading at 1280, 320, 80 and 20 kPa; 3) the reservoir fluid was replaced with a different salinity fluid to replicate the impact of localized salinity changes in the natural setting due to resource extraction activities; 4) reloading from 20 to 2560 kPa, again doubling the loading stress at each step; 5) final unloading at 1280, 320, 80 and 20 kPa;. Vertical stress measurements, taken from a load cell above the consolidometer, had a precision of ± 0.05 kPa. Void ratio measurements were made based on the specimen height (tracked continuously with a linear voltage displacement transducer) at a given vertical stress step, and calculated according to the derivation in ASTM D2435 (ASTM, 2011). Void ratio results had a precision of ± 0.0005 [unitless]. Tests were completed at the U.S. Geological Survey in Woods Hole, MA (USGS) by Junbong Jang.
    Full reference citation: ASTM D2435 / D2435M-11, Standard Test Methods for One-Dimensional Consolidation Properties of Soils Using Incremental Loading, ASTM International, West Conshohocken, PA, 2011, www.astm.org , DOI: 10.1520/D2435_D2435M-11. Person who carried out this activity:
    Dong-A University
    Attn: Junbong Jang
    Assistant Professor
    37 Nakdong-daero 550beon-gil, Saha-gu
    Busan, Busan
    Korea

    +82-51-200-7622 (voice)
    jjang@dau.ac.kr
    Date: 22-Feb-2022 (process 5 of 5)
    Data archiving: Microsoft Excel version 16.58 (22021501) was used to consolidate all data in a spreadsheet. Measured vertical loads, void ratios and associated parameters were arranged by sample and by load step. Results were then exported to a comma-separated values (csv) file format. Person who carried out this activity:
    U.S. Geological Survey
    Attn: William F. Waite
    Research Geophysicist
    384 Woods Hole Road
    Woods Hole, Massachusetts
    USA

    508-548-8700 x2346 (voice)
    508-457-2310 (FAX)
    wwaite@usgs.gov
  3. What similar or related data should the user be aware of?

How reliable are the data; what problems remain in the data set?

  1. How well have the observations been checked?
  2. How accurate are the geographic locations?
    Fugro Survey Pte Ltd (FSPL) of Singapore provided surface positioning for navigation onboard the D/V Fugro Synergy. Their position utilized the Starfix Series and a Kongsberg HiPAP 500 Ultra Short Baseline (USBL) system for determining the drill string position at each location in local datum. A transponder mounted on the ship’s remotely-operated vehicle, and a Compatt beacon mounted on the Seacalf seabed frame, were used for determining the subsurface-positioning. A calibration of the vessel’s HiPAP 500 USBL system was carried out at approximately 2,200 meters below sea surface near one site. The results of this calibration were entered into the Starfix USBL software for use in the subsequent UBGH2 operations. Horizontal position accuracy is considered to be within 15 meters radius.
  3. How accurate are the heights or depths?
    The depth of each sample was estimated by using the length of the drill string in conjunction with a direct observation by an ROV of when the drill bit made contact with the sea floor. This overall depth is then combined with the depth within the recovered core. The D/V Fugro Synergy approach to establishing the specimen depth is follow the same general principles as the International Ocean Drilling Program (http://www.iodp.org/policies-and-guidelines/142-iodp-depth-scales-terminology-april-2011/file), with an overall depth resolution ranging from 0.01 to 1 meter.
  4. Where are the gaps in the data? What is missing?
    This dataset includes the step-by step measurement of the sample’s void ratio (volume of voids/volume of solids) in the oedometer and the derivative parameters required to calculate the compressibility and permeability of the specimen as a function of imposed vertical load. The dataset is complete, with no empty data cells.
  5. How consistent are the relationships among the observations, including topology?
    The 1-dimensional consolidation tests run for this dataset directly measure how compressible the sediment is, and this is a critical parameter for engineering a production well to withstand sediment settling during extraction of methane from gas hydrate. Moreover, as the 1-dimensional compaction proceeds, water is forced from the compacting sediment. Thus, the 1-dimensional consolidation tests run for this data release provide sediment compaction and sediment permeability data that can be used to model the engineering needs of the production well (compaction) and the expected production efficiency, which is the ease with which gas and fluid can flow toward the prodution well. All tests were run on the same type of oedometer. Pore water and oedometer reservoir fluid (see Browse Graphic) were varied to test whether the sediment was sensitive to the pore water freshening that will occur during gas hydrate dissociation.

How can someone get a copy of the data set?

Are there legal restrictions on access or use of the data?
Access_Constraints None.
Use_Constraints Public domain data from the U.S. Government are freely redistributable with proper metadata and source attribution. Please recognize the U.S. Geological Survey as the originator of the dataset.
  1. Who distributes the data set? (Distributor 1 of 1)
    U.S. Geological Survey - ScienceBase
    Denver Federal Center, Building 810, Mail Stop 302
    Denver, CO

    1-888-275-8747 (voice)
    sciencebase@usgs.gov
  2. What's the catalog number I need to order this data set? This dataset contains six files: UBGH2_Consolidation_Perm_Data.xlsx (data in an Excel spreadsheet), UBGH2_Consolidation_Perm_Data.csv (same data in a comma-separated text file), UBGH2_Compressibility_Summary_Data.xlsx (data in an Excel spreadsheet), UBGH2_Compressibility_Summary_Data.csv (same data in a comma-separated text file), UBGH2_Consolidation_Perm_BrowseGraphic.png (browse graphic), and FGDC CSDGM metadata in XML format.
  3. What legal disclaimers am I supposed to read?
    Neither the U.S. Government, the Department of the Interior, nor the USGS, nor any of their employees, contractors, or subcontractors, make any warranty, express or implied, nor assume any legal liability or responsibility for the accuracy, completeness, or usefulness of any information, apparatus, product, or process disclosed, nor represent that its use would not infringe on privately owned rights. The act of distribution shall not constitute any such warranty, and no responsibility is assumed by the USGS in the use of these data or related materials. Any use of trade, product, or firm names is for descriptive purposes only and does not imply endorsement by the U.S. Government.
  4. How can I download or order the data?
  5. What hardware or software do I need in order to use the data set?
    These data are available in XLSX and CSV formats, and a browse graphic in PNG format. The user must have software capable of reading the data formats.

Who wrote the metadata?

Dates:
Last modified: 19-Mar-2024
Metadata author:
U.S. Geological Survey
Attn: William F. Waite
Research Geophysicist
384 Woods Hole Rd.
Woods Hole, MA

508-548-8700 x2346 (voice)
508-457-2310 (FAX)
whsc_data_contact@usgs.gov
Contact_Instructions:
The metadata contact email address is a generic address in the event the person is no longer with USGS. (updated on 20240319)
Metadata standard:
FGDC Content Standards for Digital Geospatial Metadata (FGDC-STD-001-1998)

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