http://rdf.ncbi.nlm.nih.gov/pubchem/patent/JP-2014226640-A

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assignee http://rdf.ncbi.nlm.nih.gov/pubchem/patentassignee/MD5_d97cb748898aa080b013f7f35bc8b434
classificationIPCInventive http://rdf.ncbi.nlm.nih.gov/pubchem/patentipc/G01N33-18
http://rdf.ncbi.nlm.nih.gov/pubchem/patentipc/C02F1-28
http://rdf.ncbi.nlm.nih.gov/pubchem/patentipc/C02F1-42
http://rdf.ncbi.nlm.nih.gov/pubchem/patentipc/E02D5-18
filingDate 2013-05-24-04:00^^<http://www.w3.org/2001/XMLSchema#date>
inventor http://rdf.ncbi.nlm.nih.gov/pubchem/patentinventor/MD5_f42c9a16111b0a8c6f3df6fed94168e7
http://rdf.ncbi.nlm.nih.gov/pubchem/patentinventor/MD5_8bc1412336d99902f765039bb0124128
publicationDate 2014-12-08-04:00^^<http://www.w3.org/2001/XMLSchema#date>
publicationNumber JP-2014226640-A
titleOfInvention Design method of permeable groundwater purification wall
abstract The present invention provides a design method for a permeable groundwater purification wall capable of accurately obtaining a necessary amount of an adsorbent used for the permeable groundwater purification wall. In a design method of a permeable groundwater purification wall for calculating an amount of an adsorbent necessary for a permeable groundwater purification wall for purifying contaminated groundwater having an adsorbent, a batch tank reactor is used. An adsorption isotherm parameter is obtained by an equilibrium adsorption test, and the necessary amount of adsorbent is calculated based on this parameter. A general mass transfer capacity coefficient is obtained by a batch type adsorption rate test, and a necessary amount of adsorbent is calculated based on the general mass transfer capacity coefficient and the parameters. [Selection] Figure 1
isCitedBy http://rdf.ncbi.nlm.nih.gov/pubchem/patent/JP-2018025055-A
http://rdf.ncbi.nlm.nih.gov/pubchem/patent/CN-112816177-A
priorityDate 2013-05-24-04:00^^<http://www.w3.org/2001/XMLSchema#date>
type http://data.epo.org/linked-data/def/patent/Publication

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Total number of triples: 22.