| Navigation Map |
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| equations | equations |
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| cellWidth | 110 |
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| wrapAfter | 5 |
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| cellHeight | 20 |
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| equations |
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Relationship between velocity gradient and energy dissipation rate
| Include Page |
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| AGUACLARA:GequalrootepsilonovernuAGUACLARA: |
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| Gequalrootepsilonovernu |
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Relationship between velocity gradient and energy loss based on a change in the pressure coefficient. Note that the pressure coefficient here is equivalent to a minor loss coefficient.
| Include Page |
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| AGUACLARA:epsilonCpVsquaredover2thetaAGUACLARA: |
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| epsilonCpVsquaredover2theta |
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Energy dissipation estimate for a cell located just downstream from the 180 degree bend in a flocculator.
| Include Page |
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| AGUACLARA:epsiloncellAGUACLARA: |
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| epsiloncell |
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Gcell for hydraulic flocculator
| Include Page |
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| AGUACLARA:GcellAGUACLARA: |
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| Gcell |
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Gθ cell for hydraulic flocculator
| Include Page |
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| AGUACLARA:GthetacellAGUACLARA: |
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| Gthetacell |
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Floc Baffle Spacing
| Include Page |
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| AGUACLARA:floc baffle spacingAGUACLARA: |
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| floc baffle spacing |
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Shear (Velocity Gradient)
| Include Page |
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| AGUACLARA:shear(velocity gradient)AGUACLARA: |
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| shear(velocity gradient) |
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Relationship between G and Head loss
| Include Page |
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| AGUACLARA:Relationship between G and Head lossAGUACLARA: |
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| Relationship between G and Head loss |
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| Include Page |
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| AGUACLARA:Suspension TurbidityAGUACLARA: |
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| Suspension Turbidity |
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| Include Page |
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| AGUACLARA:Alum DoseAGUACLARA: |
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| Alum Dose |
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| Include Page |
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| AGUACLARA:Alum FlowrateAGUACLARA: |
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| Alum Flowrate |
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| Include Page |
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| AGUACLARA:G average (per baffle)AGUACLARA: |
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| G average (per baffle) |
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| Include Page |
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| AGUACLARA:G maxAGUACLARA: |
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| G max |
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| Include Page |
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| AGUACLARA:G max designAGUACLARA: |
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| G max design |
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| Include Page |
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| AGUACLARA:Baffle Residence TimeAGUACLARA: |
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| Baffle Residence Time |
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| Include Page |
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| AGUACLARA:G theta (degree of mixing)AGUACLARA: |
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| G theta (degree of mixing) |
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Height of water as flocculators drain
| Include Page |
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| AGUACLARA:Height of water as flocculators drainAGUACLARA: |
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| Height of water as flocculators drain |
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Force on baffle during tank draining
| Include Page |
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| AGUACLARA:Force on baffle during tank drainingAGUACLARA: |
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| Force on baffle during tank draining |
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ratio between baffle spacing and height of horizontal channel above or below a baffle (to avoid short circuiting when b is large)
| Include Page |
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| AGUACLARA:ratio between baffle spacing and height of horizontal channel above or below a baffleAGUACLARA: |
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| ratio between baffle spacing and height of horizontal channel above or below a baffle |
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Number of baffles based on Gtheta
| Include Page |
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| AGUACLARA:flocculator - number of bafflesAGUACLARA: |
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| flocculator - number of baffles |
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headloss through a floc tank
| Include Page |
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| AGUACLARA:flocculator - headloss through a tankAGUACLARA: |
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| flocculator - headloss through a tank |
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Maximum flow rate our flocculators can deliver
| Include Page |
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| AGUACLARA:max Flow Rate for a FlocculatorAGUACLARA: |
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| max Flow Rate for a Flocculator |
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Floc baffle spacing - NOT BASED ON ACTIVE VOLUME
| Include Page |
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| AGUACLARA:Floc baffle spacing - NOT BASED ON ACTIVE VOLUMEAGUACLARA: |
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| Floc baffle spacing - NOT BASED ON ACTIVE VOLUME |
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Headloss (Only minor loss)
| Include Page |
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| AGUACLARA:headloss (minor losses only)AGUACLARA: |
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| headloss (minor losses only) |
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