This calculation allows for the creation of a one-way surge tank (OWST) within a water hammer scenario, used to mitigate the effects of pressure surges in the pipeline. An OWST helps control water flow and balance sudden pressure variations in a water distribution system.
Parameter | Standard Units | Description |
|---|---|---|
Scenario | -- | Defines the water hammer scenario where the OWST will be added |
Name | -- | Name of the one-way surge tank (OWST) |
Water level | m | Height of the water column inside the OWST |
Cross section area | m² | Cross-sectional area of the OWST |
Head loss coefficient | -- | Coefficient defining the head loss in the OWST |
Parameter | Standard Units | Description |
|---|---|---|
Scenario | -- | Result of adding the OWST to the water hammer scenario |
This calculation allows for the creation of a one-way surge tank (OWST) within a water hammer scenario, used to mitigate the effects of pressure surges in the pipeline. An OWST helps control water flow and balance sudden pressure variations in a water distribution system.
Parameter | Standard Units | Description |
|---|---|---|
Scenario | -- | Defines the water hammer scenario where the OWST will be added |
Name | -- | Name of the one-way surge tank (OWST) |
Water level | m | Height of the water column inside the OWST |
Cross section area | m² | Cross-sectional area of the OWST |
Head loss coefficient | -- | Coefficient defining the head loss in the OWST |
Parameter | Standard Units | Description |
|---|---|---|
Scenario | -- | Result of adding the OWST to the water hammer scenario |