{"@context":{"ns0":"http://purl.oclc.org/NET/ssnx/cf/cf-property#","rdf":"http://www.w3.org/1999/02/22-rdf-syntax-ns#","ns1":"http://purl.oclc.org/NET/ssnx/qu/dim#","owl":"http://www.w3.org/2002/07/owl#","rdfs":"http://www.w3.org/2000/01/rdf-schema#","ns2":"http://purl.oclc.org/NET/ssnx/cf/","ns3":"http://purl.oclc.org/NET/ssnx/cf/cf-feature#","ns4":"http://www.w3.org/ns/ssn/"},"@graph":[{"@id":"ns0:soil_hydraulic_conductivity_at_saturation","@type":["ns1:VelocityOrSpeed","owl:NamedIndividual"],"rdfs:label":"soil hydraulic conductivity at saturation","rdfs:isDefinedBy":{"@id":"ns2:cf-property"},"rdfs:comment":"Hydraulic conductivity is the constant k in Darcy's Law q=-k grad h for fluid flow q (volume transport per unit area i.e. velocity) through a porous medium, where h is the hydraulic head (pressure expressed as an equivalent depth of water)"},{"@id":"ns2:cf-feature#soil","ns4:hasProperty":{"@id":"ns0:soil_hydraulic_conductivity_at_saturation"}}]}