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    <responseDate>2026-10-12T09:38:10Z</responseDate>
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    <identifier>10.57760/sciencedb.30871</identifier>
    <datestamp>2025-10-31T11:41:10Z</datestamp>
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  <dc:date>2025-10-31</dc:date>
  <dc:title>Mechanisms and Long-Term Evolution of River Valley Contractions after Impoundment in the Upstream Reservoir Area of Baihetan</dc:title>
  <dc:identifier>doi:10.57760/sciencedb.30871</dc:identifier>
  <dc:language>en</dc:language>
  <dc:description>This dataset compiles the key hydro-geological and geomechanical parameters used in the paper &amp;ldquo;Mechanisms and Long-Term Evolution of River Valley Contractions after Impoundment in the Upstream Reservoir Area of Baihetan.&amp;rdquo; It is provided as a single Excel file (.xlsx) with one sheet (Sheet1) organized into two blocks:Permeability zoning &amp;amp; hydraulic conductivityWhat it contains: named zones and structures around the Baihetan dam site (e.g., Moderate&amp;ndash;high permeability, Moderate&amp;ndash;low permeability, Weak permeability (upper/lower), Slightly permeable, Grout curtain, Arch dam), mapped faults (F14, F16&amp;ndash;F20) and shear zones (e.g., C2&amp;ndash;C9, C3-1, RS311, RS336).Variables / units: horizontal and vertical hydraulic conductivities recorded as Kh and Kv in m/s (e.g., Kh 1.50&amp;times;10⁻⁴, Kv 2.01&amp;times;10⁻⁵), allowing anisotropy to be represented explicitly.Rock-mass / structural-plane mechanical propertiesWhat it contains: representative parameters for rock-mass classes (Ⅱ, Ⅲ1, Ⅲ2, Ⅳ) and for faults and shear zones.Variables / units: density &amp;rho; (kg/m&amp;sup3;), elastic modulus E (GPa), Poisson&amp;rsquo;s ratio &amp;mu;, shear strength (MPa), and friction angle (&amp;deg;).Additional columns: the sheet also includes two pairs of modulus-related parameters labeled &amp;ldquo;(GPa)&amp;rdquo; and &amp;ldquo;(GPa&amp;middot;D)&amp;rdquo; for rock masses and discontinuities; these are provided as in the file and can be used as auxiliary stiffness/derived parameters in coupled modeling.Intended use:Block (1) feeds the 3-D seepage model by assigning Kh/Kv to permeability zones, the grout curtain, faults, and shear belts.Block (2) feeds the deformation model (valley-bank response) by assigning density and strength&amp;ndash;stiffness parameters to rock-mass classes and to discontinuities, consistent with the mapped structures shown in the figures.</dc:description>
  <dc:subject>baihetan; river valley contraction; impounding</dc:subject>
  <dc:creator>Zhongjie Yu</dc:creator>
  <dc:rights>PUBLIC</dc:rights>
  <dc:rights>https://opendatacommons.org/licenses/by/1-0/</dc:rights>
  <dc:type>dataset</dc:type>
  <dc:publisher>Science Data Bank</dc:publisher>
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