<?xml version="1.0" encoding="UTF-8" ?>
<modsCollection xmlns:xlink="http://www.w3.org/1999/xlink" xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance" xmlns="http://www.loc.gov/mods/v3" xmlns:slims="http://slims.web.id" xsi:schemaLocation="http://www.loc.gov/mods/v3 http://www.loc.gov/standards/mods/v3/mods-3-3.xsd">
<mods version="3.3" id="19711">
 <titleInfo>
  <title>Scaling of hydraulic processes</title>
 </titleInfo>
 <name type="Personal Name" authority="">
  <namePart>Bezuijen, A.</namePart>
  <role>
   <roleTerm type="text">Primary Author</roleTerm>
  </role>
 </name>
 <typeOfResource manuscript="no" collection="yes">mixed material</typeOfResource>
 <genre authority="marcgt">bibliography</genre>
 <originInfo>
  <place>
   <placeTerm type="text"></placeTerm>
  </place>
  <publisher>Taylor &amp; Francis</publisher>
  <dateIssued>2010</dateIssued>
 </originInfo>
 <language>
  <languageTerm type="code">id</languageTerm>
  <languageTerm type="text">Indonesia</languageTerm>
 </language>
 <physicalDescription>
  <form authority="gmd">Computer Software</form>
  <extent>pp. 93-98</extent>
 </physicalDescription>
 <relatedItem type="series">
  <titleInfo/>
  <title>Physical Modelling In Geotechnics</title>
 </relatedItem>
 <note>The paper reviews the scaling of hydraulic processes in centrifuge model tests under&#13;
increased acceleration fields. Scaling relations used for the design and interpretation of model tests are&#13;
found to be complex and affected by a wide range of variables. Classical scaling relations applied to slow,&#13;
consolidation conditions or rapid dynamic conditions are developed into a comprehensive set of scaling&#13;
techniques for laminar and turbulent flow. It is found that the interpretation of any given model test&#13;
requires very careful consideration to ensure that key decisions such as the scaling of grain size or the&#13;
viscosity of the pore fluid permit the best interpretation of the model data. Examples are given of the&#13;
scaling of waves, turbulent and laminar flow, and erosion processes.</note>
 <subject authority="">
  <topic>GEOTECTONICS</topic>
 </subject>
 <classification>624.13</classification>
 <identifier type="isbn"></identifier>
 <location>
  <physicalLocation>Perpustakaan Direktorat Bina Teknik Jalan dan Jembatan Direktorat Jenderal Bina Marga - Kementerian Pekerjaan Umum (NPP: 3273244A00000001)</physicalLocation>
  <shelfLocator>624.13 Bez s</shelfLocator>
  <holdingSimple>
   <copyInformation>
    <numerationAndChronology type="1">0000020443</numerationAndChronology>
    <sublocation>My Library</sublocation>
    <shelfLocator>624.13 Bez s</shelfLocator>
   </copyInformation>
  </holdingSimple>
 </location>
 <recordInfo>
  <recordIdentifier>19711</recordIdentifier>
  <recordCreationDate encoding="w3cdtf"></recordCreationDate>
  <recordChangeDate encoding="w3cdtf"></recordChangeDate>
  <recordOrigin>machine generated</recordOrigin>
 </recordInfo>
</mods>
</modsCollection>