Proc. IODP, 314/315/316, Data report: permeability of mud(stone) samples from IODP Sites C0006 and C0007, Nankai Trough Seismogenic Zone Experiment

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Chapter contents Abstract Introduction Methods and materials Specimen preparation Constant-flow apparatus Backpressure saturation Constant-flow permeation Data analysis Grain fabric imaging Characterization of microfabric anisotropy Results Acknowledgments References Figures F1. Maps and seismic profile. F2. Stratigraphic columns. F3. Permeability testing system. F4. Transient head difference. F5. Core orientation for imaging. F6. Image analysis procedure. F7. Anisotropy ratio. F8. Intrinsic permeability and porosity. F9. SEM images. F10. Grain orientation. F11. Cumulative frequency curves. F12. Permeability anisotropy and orientation index. Tables T1. Specimen properties. T2. Permeability values. T3. Permeability test results. T4. Fabric orientation. Appendix Hydraulic gradient and discharge velocity Appendix figures AF1. Sample 316-C0006E-5H-1, 128 cm. AF2. Sample 316-C0006E-7H-2, 117 cm. AF3. Sample 316-C0006E-16X-1, 113 cm. AF4. Sample 316-C0006E-20X-3, 1 cm. AF5. Sample 316-C0006E-22X-6, 5 cm. AF6. Sample 316-C0006E-26X-1, 126 cm. AF7. Sample 316-C0006E-34X-3, 95 cm. AF8. Sample 316-C0006E-39X-3, 48 cm. AF9. Sample 316-C0006F-19R-2, 61 cm. AF10. Sample 316-C0007D-23R-2, 97 cm. AF11. Sample 316-C0007D-25R-2, 66 cm. PDF file			Previous \| Next doi:10.2204/iodp.proc.314315316.214.2011 Appendix Hydraulic gradient and discharge velocity Plots of hydraulic gradient versus discharge velocity for various samples are presented in Figures AF1, AF2, AF3, AF4, AF5, AF6, AF7, AF8, AF9, AF10, and AF11. Top of page \| Previous \| Next

Appendix

Hydraulic gradient and discharge velocity