Title: Marcala Plant Design  
Author: user-67307 Feb 28, 2008
Last Changed by: user-9c36d Oct 02, 2009
Tiny Link: (useful for email) https://confluence.cornell.edu/x/zIy5
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AguaClara (2)
    Page: Marcala Design
    Page: lec38
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    Page: Marcala
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Recent Changes
Time Editor  
Oct 02, 2009 13:28 user-9c36d View Changes
Migration of unmigrated content due to installation of a new plugin
Oct 02, 2009 13:28 user-9c36d View Changes
Migration of unmigrated content due to installation of a new plugin
Oct 02, 2009 13:28 user-9c36d View Changes
Migration of unmigrated content due to installation of a new plugin
Oct 02, 2009 13:28 user-9c36d View Changes
Migration of unmigrated content due to installation of a new plugin
Oct 02, 2009 13:28 user-9c36d  
Migration of unmigrated content due to installation of a new plugin
Outgoing Links
AguaClara (17)     Page: Residence Time (Rapid mix)
    Page: Head Loss Across Flocculator
    Page: G average (per section of flocculator)
    Page: Marcala Plant Design
    Page: Sedimentation Tank Upwards Velocity
    Page: Orifice flowrate
    Page: G Rapid Mix (Floc Tank)
    Page: water pressure (function of density, g, h)
    Page: velocity required to achieve given G
    Page: Height (Transition Channel)
    Page: Height (Transition Channel, Dissipation Assumption)
    Page: Manifold diameter
    Page: Area (Transition Channel)
    Page: Sedimentation Tank
    Page: f Swamee-Jain
    Page: Force on baffle during tank draining
    Page: Height of water as flocculators drain