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