Abstract
A strong bottom simulating reflector (BSR) was observed along seismic line transect across site NGHP-01-05 having characteristic reverse polarity with respect to seafloor, cross-cutting of dipping strata, and high reflectivity below the BSR. The observed BSR depth along seismic profile varies from ~100 to ~125 mbsf. Gas hydrate was recovered during coring and drilling at this site during National Gas Hydrate Drilling Expedition-01 of India. Recovered pressure cores at discrete depths within gas hydrate stability zone from site NGHP-01-05 shows ~0.6–9.4 % pore volume of methane hydrate. Gas hydrate saturation was estimated along seismic profile constrained by observed velocity and density log to introduce model-based acoustic impedance inversion. It was observed that each stacked trace amplitude converted to acoustic log as a product of velocity and density. During the impedance inversion process inverted velocity log was observed at each and every trace act as an individual log. Gas hydrate saturation was estimated from inverted velocity coupled with effective medium rock physics modeling. The estimated gas hydrate saturation from the post-stack acoustic impedance inversion velocity along 2D seismic profile varies up to 15–20 % of the pore space. The gas hydrate saturation estimated from electrical resistivity log and core data shows maximum 20 % pore spaces saturated with gas hydrate from anisotropic modeling, which is comparable to gas hydrate saturation along seismic profile estimated from inverted velocity constrained by logs.
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Introduction
Natural gas hydrates look ice-like crystalline solid structure that form from a combination of water and hydrocarbon gases (mainly methane). Gas hydrate formed at low temperature and highly compressed environment in the continental margins and permafrost region worldwide. Gas hydrate considered as a potential energy resource for the future. Gas hydrate is remotely detected by active seismic method on seismic section by a reflector called bottom simulating reflector (BSR). The BSR has reversed polarity with respect to seafloor and significant characteristic of cross-cutting of dipping reflectors. Presence of gas hydrate increases the strength of the sediment so that velocity reversal is evident at the BSR. Dissociation of gas hydrate at large scale may cause geological hazard in turn global climate change (Dickens et al. 1995; Paull et al. 2000; Nixon and Grozic 2007). The depth range within which gas hydrate can exist is called the gas hydrate stability zone (GHSZ) and is governed primarily by the water temperature at the seafloor, geothermal gradient, water depth, gas composition, and pore water salinity. A considerable amount of gas hydrate is thought to be present in continental margin sediment worldwide (Kvenvolden 1993; Milkov 2004; Wallmann et al. 2012; Pinero et al. 2013). Identification and quantification of gas hydrate and free gas is, therefore, important for evaluating its role on potential future energy resources and understanding geo-hazards on continental margins.
The Krishna-Godavari (KG) basin is a sedimentary basin situated on the eastern continental margin of India (Fig. 1). It is characterized by up to 5 km of sediments (Rao 2001). Bottom simulating reflections (BSRs) in multi-channel seismic (MCS) data are the prime indicator of the presence of gas hydrate in the KG basin (Collett et al. 2008; Ramana et al. 2009; Shankar and Riedel 2010; Riedel et al. 2011; Riedel and Shankar 2012). In April–August of 2006, 39 holes at 21 sites were drilled by the Director General of Hydrocarbon (DGH), Noida, India, using the research drill ship JOIDES Resolution (Collett et al. 2008). The objective of the program was to collect sediment cores and obtain well logs in an area where there was substantial seismic evidence for the occurrence of gas hydrate. National gas hydrate program (NGHP) Expedition-01 targeted the KG basin slope region at water depths of 900–1300 m. The coring and drilling sites are shown in Fig. 1. The KG basin site has a prominent regional BSR and lithologies are dominated by clay (90–95 %) and a small amount of silt (5–10 %), and sand at almost all sites (Collett et al. 2008).
Inset shows the study area location. Bathymetric map of the Krishna-Godavari (KG) Basin targeted during Indian National Gas Hydrate Drilling Expedition-01. The small, filled red circle shows the NGHP-01-05 studied in this paper. The location of the 2D multi-channel seismic line is shown with bold blue line
Site NGHP-01-05 was drilled at water depth ~945 m and a BSR at depth ~115 along seismic line crossing this site was observed. Logging-while-drilling (LWD) and wireline were run at site NGHP-01-05. At site NGHP-01-05, five holes (NGHP-01-05A–NGHP-01-05E) around 10–12 m apart were drilled and cored. Holes NGHP-01-5A and NGHP-01-05B were drilled for LWD. Holes NGHP-01-05C and NGHP-01-05D were cored up to ~200 mbsf and hole NGHP-01-05E was drilled for wireline and vertical seismic profiling (VSP) data were recorded up to ~200 mbsf. Two successful pressure cores were recovered at 79.3 and 87 mbsf in hole NGHP-01-05C and four pressure core recovered at 76.9, 84.9, 114.9, and 124.9 mbsf in hole NGHP-01-05D. The wireline sonic P-wave velocity, density, porosity, electrical resistivity logs, and core data are used for this study.
In the KG Basin gas hydrate in clay dominated sediment distributed in the form of layers, nodules, fracture-filling and pore filling was recovered from various well (Collett et al. 2008). Resistivity and velocity logs are commonly used to estimate gas hydrate saturations in gas hydrate bearing sediments. Uniform gas hydrate distribution in the sediment pore space considered isotropic medium and the physical properties such as velocity and resistivity are isotropic (Lee and Collett 2012). If gas hydrate formed in fractures, commonly in unconsolidated clay-bearing sediment, the physical properties are anisotropic and isotropic rock physics modeling yields higher estimate of gas hydrate saturation (Lee and Collett 2009; Lee and Collett 2012; Cook and Goldberg 2008; Cook et al. 2014). Fracture fill gas hydrate in clay dominated sediment was observed at site NGHP-01-05 logs (Collett et al. 2008; Cook et al. 2014). In the fracture reservoir, very high resistivity and high velocity were observed.
The presence of gas hydrate in marine sediments increases the compressional wave velocity and decreases velocity due to presence of free gas or water without much effect on the density. Therefore, product of density and velocity produces acoustic impedance, which is much higher for gas hydrate compared to the presence of free gas or water in the sediments below BSR. Hence, acoustic impedance can be used for identification and velocity used for the quantification of gas hydrate. The KG Basin is one of the major gas hydrate reserves established after NGHP Expedition-01 in the eastern continental margin of India, which has complex geology, making conventional seismic data interpretation a challenging task for understanding the reservoir properties. Seismic inversion technique has become important tool to integrate seismic and well log data for gas hydrate reservoir characterization and to extract additional information from seismic data. In this study post-stack seismic inversion was performed to transform seismic data into physical properties of the sediment constrained by acoustic velocity and density log for the estimation of aerial and vertical extent of gas hydrate saturation along seismic profile in the KG Basin from anisotropic modeling approach for the accurate estimate of gas hydrate saturation from resistivity and velocity data (Lee and Collett 2009).
The objective of this study was to estimate spatial distribution of gas hydrate saturation along 2D seismic profile constraining well log measurements. Well-log-information provides a direct and discrete measurement to obtain gas hydrate saturation by measuring P-wave velocity, porosity and density of gas hydrate-bearing sediments from isotropic and anisotropic modeling approach. However, the challenge is to extrapolate the well-log information away from the borehole along seismic profile to achieve a complete assessment of a gas hydrate deposit. In this paper well-log techniques were used to quantify gas hydrate concentrations and then acoustic impedance inversion on 2D post-stack seismic data was applied to infer regional gas hydrate assessment.
Seismic and well log data and their correlation
In this study multi-channel seismic data, acquired by the Directorate General of Hydrocarbons (DGH) (Collett et al. 2008), were used. The complete data set was also previously used for defining geophysical drilling targets and site selection for the NGHP Expedition-01. Strong BSR was observed along seismic line (Fig. 2). The seismic profile total offset is 31,175 m and common depth point (CDP) interval is 25 m with total number of CDP 1247. Data processing carried out by DGH included basic band-pass filtering, common-mid-point sorting, static corrections, true amplitude recovery, velocity analysis, stacking, and time-migration. The bottom-simulating reflector (BSR) observed in the vicinity of NGHP-01-05 indicates that the base of the gas hydrate stability zone is at a depth of 115 mbsf at this site. Figure 2 shows the seismic profile with the resistivity log superimposed. The high-resistivity anomalies are correlated with a high-amplitude arrival in the seismic data at 1.3 s, which might be a gas hydrate-bearing layer within the gas hydrate stability zone. The frequency content of the 2D seismic data ranges from 10 to 80 Hz and dominant frequency around 40 Hz, resulting in vertical resolution of ~10 m above the BSR.
Figure 3 shows the suite of logs at site NGHP-01-05. The depths relative to seafloor were fixed for all of the LWD logs by identifying the step change in the GeoVISION gamma ray log at the seafloor. For example, in hole NGHP-01-05A and 05B gamma ray logging picked for seafloor was 7 m shallower and 2.7 m deeper, respectively, than the initial depth estimated by driller (Collett et al. 2008). The gamma ray (GR) log shows an increasing trend up to just above BSR. Two relatively high-resistivity zones (70–79 and 81–93 m) are indicated by the resistivity logs in Fig. 3. The P-wave log shows high velocities above the BSR from 80 to 115 m and low velocity (<1.5 km/s) below the BSR. The S-wave log was not recorded properly and is not used for gas hydrate saturation estimate. The density and the neutron porosity logs appear to be reliable throughout the logging depth. Density and porosity measurements on core samples are superimposed on the corresponding logs and follow similar trends (Fig. 3). The shallow zone of the log above 20 mbsf cannot be used because the caliper log shows a much enlarged hole near the seafloor. The resistivity log suggests two zones of high hydrate concentration at ~70–79 and ~81–93 mbsf. The velocity log suggests that the presence of free gas below the BSR. Above the BSR, the velocity structure suggests the presence of gas hydrate in distinct layer from ~82 to 115 mbsf. Examination of the coring results did not yield any insights into the region for this apparent mismatch between the two distinct data sets.
Suite of logs from site NGHP-01-05, including neutron porosity (NPHI), bulk density (RHOB), sonic P-wave velocity, electrical resistivity (RING, RBIT), caliper (DCAV, UCAV), and gamma ray (GR). Blue squares show porosity and density from core samples superimposed on the corresponding log curve. The seismically inferred BSR is highlighted by the solid black line
Well-to-seismic correlation provides an efficient way to establish hydrate events on seismic data and for the calibration of a hydrate estimation using an appropriate model. Well-based, zero-offset synthetic seismogram was created and compared with the post-stack seismic traces at the well location (Fig. 4). For the synthetics, the impedance was calculated from the product of P-wave velocity and bulk density logs. Wavelet was extracted from the seismic data near the well to create the synthetic seismic traces. The tie between the synthetic and the seismic data at the well location is reasonably good in the zone of interest (~1380–1480 ms) (Fig. 4). The characteristic peak at the BSR (~1450 ms) as shown in Fig. 4 is reasonably well replicated in the synthetic and seismic data.
Well-to-seismic tie for stack 2D seismic data and correlation of the synthetic and the stacked seismic data at well NGHP-01-05. Blue traces represent synthetic seismograms, red traces represent the extracted trace from the seismic volume at the well location, and black traces shows the nine traces around the well location
Materials and methods
Estimating gas hydrate saturation from P-wave velocity data using an effective medium approach requires knowledge of the elastic properties of the background rocks and a rock physics model that accounts for the effect of gas hydrate on the host rocks. Estimated gas hydrate saturations can vary widely depending on the model used (Pearson et al. 1983; Mathews 1986; Guerin et al. 1999; Hyndman et al. 1999; Collett et al. 1984, 1999; Collett 2001; Kleinberg et al. 2003; Lee and Collett 2008, 2009). Gas hydrate can be modeled either as part of the pore fluid (gas hydrate in-pore) or as part of the load-bearing sediment matrix (gas hydrate in-frame) (Helgerud et al. 1999). The gas hydrate in-pore model assumes that the gas hydrate floats in the sediment pore space and does not add stiffness to the sediment frame. As a consequence, the sediment S-(shear) wave velocity is nearly unaffected by the occurrence of gas hydrate. For the gas hydrate in-frame model, grains of gas hydrate are included as part of the sediment frame, stiffening the sediment. For this model, the sediment S-wave velocity is slightly increased by gas hydrate but much less than for a model in which gas hydrate actually cements the grain contacts (e.g., Dvorkin and Nur 1993). Both the gas hydrate in-pore and in-frame models predict an increase in P-wave velocity with increased gas hydrate concentration (slightly more for the gas hydrate in-frame model). The gas hydrate in-frame model is most accurate in high-porosity, clay-rich marine sediments (Helgerud et al. 1999).
Gas hydrate present in sediment fracture fill can be modeled with anisotropic modeling as a layered media composed of two components (White 1965; Lee 2009). The first component is fracture fully filled with gas hydrate with its properties given by P and S-wave velocity and density. The second component is isotropic sediment characterized by another set of P and S-wave velocity and density. The layered media and their velocities are estimated from White (1965) and Lee and Collett (2012).
Electrical resistivity is commonly used logs for estimating gas hydrate saturation. Gas hydrate-bearing sediments exhibit relatively high electrical resistivity in comparison to water-saturated units. The relation between rock and pore fluid resistivity has been studied in numerous laboratory and field experiments. Many subsequent studies using borehole log data, core data, and laboratory measurements have confirmed that an exponential relation is good approximation for relating resistivity to porosity (Jackson et al. 1978; Swanson 1979; Hilfer 1991; Ioannidis et al. 1997).
The electrical resistivity of water-saturated sediments (R o) can be expressed using the Archie equation (Archie 1942) as given below:
where R o is the formation resistivity of water-saturated sediment, R w is the formation water resistivity, a and m are Archie constants, and φ is the porosity. R w was calculated using the equation of state of seawater (Fofonoff 1985) from core-derived in situ pore water property measurements. Pressure is assumed to be hydrostatic. Measured in situ temperature, pore water salinity and regional geothermal gradient at site NGHP-01-05 were used to derive resistivity of formation water. Archie constants a and m can be determined from the cross-plot between formation factor and density porosity of water-saturated sediments by power function (Fig. 5). There is considerable scatter in the cross-plot due to the presence of gas hydrate within the gas hydrate stability zone. Equation 1 can be solved for the ratio of water-saturated sediment resistivity, and formation water resistivity gives formation factor (i.e., FF = R o/R w = aφ −m). The gas hydrate saturation (S h) in the formation from the resistivity log data can be estimated from Archie (1942) equation:
where R t is the measured resistivity from log and n is the saturation exponent. The Archie equation appropriate for water-saturated-sediments is \({\text{FF}} = 2.23\phi^{ - 1.038}\) and shown as gray line in Fig. 5. The R 2 value is about 69 %.
A sedimentary formation is isotropic if it has same resistivity value independent of direction. If the measurement of resistivity in a given direction is greater than resistivity measurement in another two directions, this formation is termed anisotropic formation. Gas hydrate filled in fracture will be anisotropic and can be modeled from the physical properties of the fracture-filled medium and the sediments surrounding the fracture. In this exercise anisotropic resistivity modeling was performed based on Kennedy and Herrick (2004), Lee and Collett (2012) approach and physical parameters extracted from Cook and Goldberg (2008), Collett et al. (2008) and Cook et al. (2014) from study site of KG Basin.
Acoustic impedance is an important characteristic physical property of the sediment, which is a product of velocity and density. It is frequently used in seismic data interpretation for the reservoir characterization. The change in the subsurface lithology is represented by the relative change in acoustic impedance (Pendrel 2001). Acoustic impedance log is simply product of density and velocity logs measured at well location. The aim of the acoustic impedance inversion along seismic profile is to effectively extrapolate the desired properties away from the wells by creating continuous synthetic log sections (Lindseth 1979).
Acoustic impedance computed from seismic data can be used to estimate gas hydrate saturations (Lu and McMechan 2002; Dai et al. 2008; Wang et al. 2011; Riedel and Shankar 2012) using various post-stack impedance inversion methods of seismic data. In this paper the model-based inversion of Russell and Hampson (1991) was used as implemented in the Hampson Russell STRATA software package. Model-based inversion (Russell and Hampson 1991) uses a generalized linear inversion algorithm (GLI), which attempts to modify the initial model until the resulting synthetic matches the seismic trace within some acceptable limit. This method is effective when there is considerable knowledge about the geology and a reliable starting model can be created. The inversion was performed with the Hampson and Russell (HR) package. The synthetic seismogram was generated at the borehole from a statically extracted wavelet during the inversion. During the model-based inversion, the input data include the stacked seismic data, extracted wavelet, seismic horizon, and the low-frequency initial impedance model. The model-based acoustic impedance inversion flow chart is given in Fig. 6.
Results and discussion
Gas hydrate saturation from electrical resistivity log measurements using Archie’s empirical equations are frequently used for the gas hydrate assessment (Lee et al. 1993; Hyndman et al. 1999; Collett 2001). P-wave velocity from forward and inverse modeling of seismic data and velocities from different logging tools (Sonic and vertical seismic profiling) can be used to estimate gas hydrate saturation using empirical relations and effective medium rock physics modeling approach depending on mod of formation of gas hydrate in the sediment (Wood 1941; Wyllie et al. 1958; Hyndman et al. 1993; Yuan et al. 1996; Dai et al. 2004, 2008; Lee and Collett 2009; Shankar and Riedel 2011). Below, the gas hydrate saturation estimates based on resistivity and acoustic velocity obtained from acoustic impedance inversion along seismic profile constrained by log data in the KG Basin are discussed.
The formation resistivity of water-saturated sediment (R o) can be estimated from the Archie Eq. (1) after Archie’s parameters a and m obtained from the exponential fit of the density porosity and formation factor data. Figure 7a shows the difference between the calculated in situ resistivity (R o) and measured log resistivity (R t) and demonstrates that the calculated R o agrees well with the measured resistivity for most intervals with the exception of 50–100 mbsf. With the empirically estimated Archie parameters a, m, n, R o , R w, and measured resistivity R t, Eq. 2 can be used to calculate hydrate saturation (S h). Gas hydrate saturation estimates from electrical resistivity logs are sensitive to n at higher gas hydrate saturations. From a physical perspective, choosing a value for n equal to that of m implies the assumption that the effect of gas hydrate formation on the electrical resistivity is similar to that of simple effective porosity reduction. Pearson et al. (1983) calculated an estimate for n of 1.94; however, modeling by Spangenberg (2001) has shown that n depends somewhat on grain size distribution and the gas hydrate saturation itself. Gas hydrate saturation was estimated using n = 1.94, m = 1.038, and a = 2.23 from picket plot. The down-hole profiles of gas hydrate saturation (S h) from resistivity at site NGHP-01-05 estimated using three different measurements of porosity are shown in Fig. 7b. All these yield similar results. Two zones in the interval from 70 to 79 and 81 to 93 m with predicted S h values as high as ~40 % are observed assuming that gas hydrate fills the pore spaces of clay-bearing sediments (i.e., from isotropic modeling). Figure 7b shows the anisotropic estimated gas hydrate saturation assuming that gas hydrate is present in fractures in clay-bearing sediments. Gas hydrates saturation in vertical fractures with variable actual dip angles. Anisotropic modeling result shows that the gas hydrates saturation value ~20 % of pore volume at study site. Comparing saturations estimated assuming isotropic Archie’s equation with gas hydrate saturations estimated from the resistivity assuming a vertical fracture are reduced by a factor of about 2.
a Measured logging-while-drilling (LWD) resistivity R t (black) and 100 % water-saturated resistivity R o (blue), determined from the Archie’s analysis of down-hole data at site NGHP-01-05, R o calculated from the neutron porosity. Water-saturated sediment resistivity R w (green) estimated from the in situ measurement at the site using Fofonoff (1985) equation of estate of seawater. b Gas hydrate saturation estimate from the resistivity log using Archie’s analysis at site NGHP-01-05. Calculations are shown using three independent estimates of porosity: neutron log, density porosity log, and porosity measurements on cores. Red curve shows the gas hydrate saturation from anisotropic resistivity modeling
Reflection seismic data inversion for various lithological and petrophysical attributes is generally used for reservoir characterization and detection of hydrocarbons. The model-based post-stack acoustic impedance technique was used in this study for gas hydrate identification and quantification. A post-stack inversion analysis was performed at the location of well NGHP-01-05 to evaluate the accuracy of the inversion and to calculate an amplitude scaling factor between the seismic data, and the impedance at the well. P-impedance was inverted from a single trace at the well location, then a synthetic trace was generated using this impedance, and the extracted P-wavelet was compared to the extracted trace from the real seismic trace at the well location (Fig. 8). The correlation coefficient between the synthetic (red) and the observed (black) seismograms is 0.79 at the well site. Within the more uniform shale interval, the inversion estimates are very close to the observed impedance. It is also important to remember that many of the hydrate-bearing intervals determined from cores are below the seismic vertical resolution, in which case the amplitudes of the seismic data could be significantly affected by tuning and interference effects from surrounding beds.
Model-based post-stack inversion analysis at well NGHP-01-05. P-impedance log (blue), initial P-impedance model (black), and inverted P-impedance (red). Synthetic trace generated from the inversion result (red) and extracted trace from the seismic volume (black) showing excellent matching. Extracted wavelet used for inversion with amplitude spectrum of the wavelet
Following verification of the method at the well locations, the model-based inversion was performed on the seismic data using the extracted wavelet from the seismic data and a low-frequency initial model (Fig. 9). A starting low-frequency acoustic impedance model was computed from P-wave impedance log utilizing geological constraints after picking major horizons on the stacked section. There are number of parameters need to be set before building the initial model. These parameters include picked horizon on seismic data and log data. The inverted impedance shows zones of high impedance at and above the BSR underlain by low impedance, which can be correlated to the prospective free gas zone (Fig. 10). P-wave impedance along the seismic profile interpolated from well NGHP-01-05 generally shows increasing impedance with depth. However, there is patch of very high impedance observed above the BSR near the well that may be due to the presence of gas hydrate (Fig. 10). Simultaneously inverted P-wave velocity was estimated at each trace of seismic data, which is acting as an individual log along the seismic line crossing to the well site NGHP-01-05. Inverted impedance and velocity shown in Fig. 10.
To estimate gas hydrate saturation velocity, porosity, and density parameters are required. Density was estimated simply by dividing inverted impedance by inverted velocity. Porosity was estimated from the density porosity relation φ = (ρ g–ρ b)/(ρ g–ρ w). Where ρ b is formation bulk density of the medium, ρ w is density of pore water which is 1030 kg/m3, and ρ g is average grain density equal to 2750 kg/m3 measured in the core moisture and density analysis. The porosity estimation using this method was tested at well log site NGHP-01-05 and extrapolated along the seismic profile. Inverted P-wave velocity converted to gas hydrate saturation is then achieved by applying the effective medium rock physics theory for a time/depth varying porosity-profile and assumed mineralogical mix (Shankar and Riedel 2011, 2013, 2014). Gas hydrate concentration from anisotropic P-wave velocity modeling along the NW–SE trending seismic profile is as high as 10–15 % of the pore space (Fig. 11). Inset shows gas hydrate saturation at well log location from inverted velocity in Fig. 11. Gas hydrate saturation follows acoustic impedance trend, i.e., higher acoustic impedance shows higher gas hydrate saturation above the base of gas hydrate stability zone (BGHSZ). High acoustic impedance just below the seafloor is observed in between CDP No. 800–1000 at around 1300 ms two-way travel time, indicating a gas hydrate-bearing zone (Fig. 10).
Conclusions
Post-stack acoustic impedance was calculated from the stacked seismic data using a post-stack model-based acoustic impedance inversion method constrained by well logs in the KG Basin. The model-based acoustic impedance inversion shows that low impedance at the BSR marks the base of the hydrate stability zone, confirmed by the well logs. Spatial distribution of gas hydrate saturation along 2D seismic profile from inverted velocity observed during acoustic impedance inversion varies maximum up to 10–15 % of the pore volume (Fig. 11). It was observed that the gas hydrate saturation increases towards deeper water depth in south-east direction and saturation decreases towards north-west direction shallow water depths from the drilling site. Maximum gas hydrate saturation was observed at the local gas hydrate reflector within gas hydrate stability zone where electrical resistivity logs also shows ~20 % gas hydrate saturation in few intervals from anisotropic modeling approach (Fig. 7b). This kind of saturation estimates provides spatial distribution of gas hydrate along seismic profile rather than at a log position, which can help to plan further logging and drilling expedition in this area and global gas hydrate saturation estimates.
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Acknowledgments
The author wishes to thank those that contributed to the success of the National Gas Hydrate Program Expedition-01 (NGHP-01). NGHP-01 was planned and managed through collaboration between the Directorate General of Hydrocarbons (DGH) under the Ministry of Petroleum and Natural Gas (India), the U.S. Geological Survey (USGS), and the Consortium for Scientific Methane Hydrate Investigations (CSMHI) led by Overseas Drilling Limited (ODL) and FUGRO McClelland Marine Geosciences (FUGRO). The platform for the drilling operation was the research drill ship JOIDES Resolution, operated by ODL. Much of the drilling/coring equipment used was provided by the Integrated Ocean Drilling Program (IODP) through a loan agreement with the US National Science Foundation. Wireline pressure coring systems and supporting laboratories were provided by IODP/Texas A&M University (TAMU), FUGRO, USGS, U.S. Department of Energy (USDOE) and HYACINTH/GeoTek. Downhole logging operational and technical support was provided by Lamont-Doherty Earth Observatory (LDEO) of Columbia University. The financial support for the NGHP-01, from the Oil Industry Development Board, Oil and Natural Gas Corporation Ltd., GAIL (India) Ltd. and Oil India Ltd. is gratefully acknowledged. We also acknowledge the support extended by all the participating organizations of the NGHP: MoP&NG, DGH, ONGC, GAIL, OIL, NIO, NIOT, and RIL. U Shankar is grateful to the Indo-US Science and Technology Forum (IUSSTF), Government of India, New Delhi, for the Indo-US Fellowship-2013. Director, CSIR-NGRI, is acknowledged for the encouragement and constant support and Professor Anne M. Trehu for the valuable suggestions given during the preparation of the manuscript.
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Shankar, U. Gas hydrate saturation from seismic data constrained by log data in the Krishna-Godavari Basin. J Petrol Explor Prod Technol 6, 13–23 (2016). https://doi.org/10.1007/s13202-015-0170-1
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DOI: https://doi.org/10.1007/s13202-015-0170-1