Skip to main content
返回 计算工具

工程工具 · 罐体与池体

清水池与储水周转设计

计算储水周转率和逐时段清水池库存变化轨迹。

状态
已上线
PROJECT · OPTIONAL

Project metadata

Report context for exports; it does not change calculations.Edit detailsHide details

01 · USER INPUT

Design basis and inputs

Storage intervals

Intervals continue from the previous ending inventory.

Hour 1
Hour 1
Hour 2
Hour 2
Hour 3
Hour 3
Hour 4
Hour 4
Engineering calculations run locally in this browser after assets load.

02 · CALCULATED RESULT

Results at a glance

Load or enter inputs, then calculate to create an authoritative result.

03 · REPORTING

Exports and verification

CSV contains input and output detail. PDF uses the current calculation and report metadata.

Verification suite

Calculation revision f3f675ac

63 focused fixtures: turnover fixture, interval row normalization, optional bounds, initial inventory feasibility, trajectory limits, structured results, exports, and stale-result behavior. Tests are deterministic and run without network access.

此工程工具目前仅提供英文版本。

01

工程依据

方法

根据声明的进水、出水和时长计算可用储量、名义周转时间及逐时段库存连续性。名义周转不等于实际水龄、RTD、T10 示踪接触时间或消毒 CT;本工具不计算 T10。

Usable storage = gross storage × user-entered usable fraction. Operational storage is separately entered as a declared operating-storage basis and remains a subset of usable storage.

Nominal turnover time = usable storage / average throughput; nominal turnovers/day = average throughput / usable storage.

Interval continuity uses Snext = Scurrent + (Qin − Qout) × duration. When physical limits are enabled, overflow is recorded above the maximum and supply shortfall below the minimum; the modeled endpoint is limited to the applicable bound.

Working storage swing = maximum modeled inventory − minimum modeled inventory, including initial inventory and all modeled interval endpoints.

范围 / 限制

  • 审查可用容积、周转次数、库存轨迹极值和运行摆幅。无边界模式保留输入的溢流或缺水并发出提示;有边界模式则明确跟踪这些情况。
  • Nominal turnover is not actual water age, residence-time distribution, T10 tracer contact time, disinfection contact time (CT), or a mixing-performance measure; this tool does not calculate T10.
  • The interval calculation is a storage continuity screen. It does not simulate hydraulics, mixing, or water quality.
02

工程路径

上游背景

  • 氯/氯胺 CT 与余氯设计 将所选消毒方案与储水及成品水检查协调;筛选结果不等于法规抵扣。
  • UV 消毒设计 将所选消毒方案与储水及成品水检查协调;筛选结果不等于法规抵扣。

当前工具决策

  • 清水池与储水周转设计 计算储水周转率和逐时段清水池库存变化轨迹。

下游工程步骤