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Herramienta de ingeniería · Adsorción

Ruptura del GAC y vida útil del lecho

Calcule la hidráulica del lecho de GAC en el navegador y solicite al Worker resultados autorizados de ruptura empírica o Yoon–Nelson.

Purificación municipal de agua potableEtapa 04 — Oxidation or Adsorption
Estado
Disponible
PROJECT · OPTIONAL

Project metadata

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

01 · DESIGN BASIS

Bed hydraulics and breakthrough basis

Bed hydraulics inputs

Standard bed geometry is calculated in this browser and remains available if the breakthrough Worker is unavailable.

BROWSER CALCULATION

Bed hydraulics

Browser
Bed volume10m³
Carbon mass4,500kg
Empty-bed contact time6min
Superficial velocity20m/h

Bed volume = area × depth · Carbon mass = bed volume × bulk density · EBCT = bed volume ÷ flow · Superficial velocity = flow ÷ area

WORKER INPUT

Empirical breakthrough observations

Worker model

Empirical observations

Enter measured or prepared observations. Values are sent only for the active method.

Time unit: BV
ObservationTime (BV)C/C0 (fraction)Action
1
2
3
4
5

Empirical observations require 0 ≤ C/C0 ≤ 1 and a nondecreasing curve when ordered by time.

Bed hydraulics: browser. Empirical interpolation and Yoon–Nelson fit: Worker authoritative. No browser breakthrough fallback.

02 · BREAKTHROUGH MODEL

Worker breakthrough result

No current breakthrough result

Run the active observation set through the authoritative Worker to produce a breakthrough estimate. Any input edit clears the previous model result.

03 · REPORTING

Exports and verification

Reports include current project metadata, bed hydraulics, the active dataset, structured Worker results, and diagnostics.

Verification suite

Calculation revision 1.0

115 focused checks cover Worker contract, browser bed hydraulics, empirical interpolation, Yoon–Nelson fit, unit conversion, input validation, and no-fallback behavior.

Esta herramienta de ingeniería está disponible actualmente solo en inglés.

01

Base de ingeniería

Metodología

Calcula geometría e hidráulica del lecho a partir del área, profundidad, densidad aparente y caudal; el cribado de ruptura usa interpolación empírica acotada o el ajuste Yoon–Nelson autorizado por Worker. No garantiza la vida útil de un lecho a escala real ni convierte automáticamente RSSCT a escala real.

Bed volume = area × depth. Carbon mass = bed volume × user-entered bulk density. EBCT = bed volume / flow. Superficial velocity = flow / area.

Empirical mode uses bounded piecewise-linear interpolation between adjacent observations only. It does not extrapolate.

Yoon–Nelson mode fits ln(r/(1-r)) = k t - k τ by ordinary least squares and derives target time from the fitted model.

Bed-volume time converts to service time using entered bed volume and flow; hours convert to bed volumes using the same geometry and flow.

Alcance / Limitaciones

  • La geometría del lecho, la masa de carbón, el EBCT y la velocidad superficial se calculan en el navegador. Los modelos de ruptura usan el Worker autorizado; la interpolación empírica no extrapola.
  • Breakthrough fitting and life calculations run in the Worker. If it is unavailable, no authoritative browser fallback runs.
  • Yoon–Nelson does not model competitive adsorption, NOM fouling, mass-transfer-zone physics, or guaranteed field performance.
  • RSSCT scale-up advanced model: DEFERRED. No automatic RSSCT-to-full-scale conversion is performed.
  • Rotation planning basis is deferred; this version does not claim mechanistic lead/lag outlet prediction.
02

Ruta de ingeniería

Contexto aguas arriba

  • Base seleccionada de control previo de sólidos Confirme las condiciones del agua de alimentación y el control de sólidos antes de aplicar el cribado del medio o barrera avanzada.

Decisión de esta herramienta

  • Ruptura del GAC y vida útil del lecho Calcule la hidráulica del lecho de GAC en el navegador y solicite al Worker resultados autorizados de ruptura empírica o Yoon–Nelson.

Siguiente paso de ingeniería