This calculation determines the head loss across trash racks used in water treatment, evaluating upstream and downstream depths, velocities, specific energies, and head loss for both clean and 50% obstructed conditions.
Trash rack
Given downstream depth
Calculates parameters based on provided downstream water depth.
Given upstream depth
Calculates parameters based on provided upstream water depth.
Parameter | Units | Description |
---|---|---|
Flow ($Q$) | m³/s | Water volumetric flow rate |
Channel width ($b$) | m | Width of the channel |
Bar width ($w$) | m | Width of the trash rack bars |
Distance between bars ($d$) | m | Spacing between bars |
Downstream water depth ($y_j$) | m | Water depth at the downstream side |
Upstream water depth ($y_m$) | m | Water depth at the upstream side |
Bar slope (𝝓) | deg | Angle of the bars relative to the flow |
Kirschmer $\beta$ | - | Dimensionless Kirschmer coefficient |
Parameter | Units | Description |
---|---|---|
Flow ($Q_{out}$) | m³/s | Volumetric flow rate |
Upstream velocity ($U_m$) | m/s | Velocity at the upstream |
Upstream energy ($E_m$) | J | Specific energy at the upstream |
Upstream water depth ($y_m$) | m | Water depth at the upstream |
Downstream velocity ($U_j$) | m/s | Velocity at the downstream |
Between bars velocity ($U$) | m/s | Average velocity between bars |
Downstream energy ($E_j$) | J | Specific energy at the downstream |
Head loss ($H_f$) | m | Total head loss |
Water level difference ($y_m - y_j$) | m | Height difference between upstream and downstream |
Upstream depth at 50% obstruction ($y_{50%}$) | m | Upstream depth considering 50% obstruction |
Upstream velocity at 50% obstruction ($U_{m50%}$) | m/s | Upstream velocity considering 50% obstruction |
Upstream energy at 50% obstruction ($E_{m50%}$) | J | Upstream energy considering 50% obstruction |
Head loss at 50% obstruction ($H_{f50%}$) | m | Head loss considering 50% obstruction |
Between bars velocity at 50% obstruction ($U_{50%}$) | m/s | Velocity between bars at 50% obstruction |
Water level difference at 50% obstruction ($y_{50%} - y_j$) | m | Height difference at 50% obstruction |
This calculation determines the head loss across trash racks used in water treatment, evaluating upstream and downstream depths, velocities, specific energies, and head loss for both clean and 50% obstructed conditions.
Trash rack
Given downstream depth
Calculates parameters based on provided downstream water depth.
Given upstream depth
Calculates parameters based on provided upstream water depth.
Parameter | Units | Description |
---|---|---|
Flow ($Q$) | m³/s | Water volumetric flow rate |
Channel width ($b$) | m | Width of the channel |
Bar width ($w$) | m | Width of the trash rack bars |
Distance between bars ($d$) | m | Spacing between bars |
Downstream water depth ($y_j$) | m | Water depth at the downstream side |
Upstream water depth ($y_m$) | m | Water depth at the upstream side |
Bar slope (𝝓) | deg | Angle of the bars relative to the flow |
Kirschmer $\beta$ | - | Dimensionless Kirschmer coefficient |
Parameter | Units | Description |
---|---|---|
Flow ($Q_{out}$) | m³/s | Volumetric flow rate |
Upstream velocity ($U_m$) | m/s | Velocity at the upstream |
Upstream energy ($E_m$) | J | Specific energy at the upstream |
Upstream water depth ($y_m$) | m | Water depth at the upstream |
Downstream velocity ($U_j$) | m/s | Velocity at the downstream |
Between bars velocity ($U$) | m/s | Average velocity between bars |
Downstream energy ($E_j$) | J | Specific energy at the downstream |
Head loss ($H_f$) | m | Total head loss |
Water level difference ($y_m - y_j$) | m | Height difference between upstream and downstream |
Upstream depth at 50% obstruction ($y_{50%}$) | m | Upstream depth considering 50% obstruction |
Upstream velocity at 50% obstruction ($U_{m50%}$) | m/s | Upstream velocity considering 50% obstruction |
Upstream energy at 50% obstruction ($E_{m50%}$) | J | Upstream energy considering 50% obstruction |
Head loss at 50% obstruction ($H_{f50%}$) | m | Head loss considering 50% obstruction |
Between bars velocity at 50% obstruction ($U_{50%}$) | m/s | Velocity between bars at 50% obstruction |
Water level difference at 50% obstruction ($y_{50%} - y_j$) | m | Height difference at 50% obstruction |