Methodology
Interval volume balance and cumulative-volume excursion establish active storage for a balanced repeating cycle.
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Engineering Tool · Municipal & Industrial Wastewater
Wastewater Equalization Designer
Review active equalization storage and operating inventory from an entered influent and controlled outlet schedule.
ENGINEERING WORKBENCH
01 · DESIGN BASIS
Schedule and inventory
02 · INTERVAL INPUTS
Influent and controlled outlet
Enter interval-average rates in chronological order. The outlet may vary by interval.
Add an interval or load the example schedule.
Revision wastewater-wave01-r1 · deterministic local calculation.
CURRENT RESULT
Results at a glance
Validate and calculate to accept the current input snapshot.
RESULT PACKAGE
Engineering report and exports
Generate the report from the accepted current snapshot. Review before downloading or printing.
01
Engineering Basis
Assumptions
- Use declared interval-average rates and initial inventory. An unbalanced cycle has no stable repeating-cycle sizing result.
Scope / Limitations
- Hydraulic balance only. No reaction, settling, aeration, structural sizing or automatic data transfer.
02
Engineering Path
Upstream Context
- Wastewater Influent Basis Use these results as the design basis for the next tool. Review the same case and sample point; transfer is manual.
Current Tool Decision
- Wastewater Equalization Designer Use these results as the design basis for the next tool. Review the same case and sample point; transfer is manual.
Downstream Engineering Step
- Clarifier Designer Use these results as the design basis for the next tool. Review the same case and sample point; transfer is manual.