엔지니어링 도구 · 폐수 처리

폐수 유입수 설계 기준

후속 폐수 처리 설계를 위한 수리학, 농도 및 질량 부하 기준을 설정합니다.

상태: 사용 가능

Project / basis

Identify this influent basis

Project details appear in the report and do not change the calculation.

Project name

Facility / process area

Influent point

Additional report details and interpretation

Author

Report date

Project note

Priority constituents

Interpretation context only. It does not create permit logic or effluent targets.

Primary sedimentation before referenced process

Literature comparison context

References appear only when sample point, process declaration, case, and sampling basis are compatible. They are not acceptance criteria.

Concentration case for literature context

Hydraulic basis

Average and peak flow

Start with average daily flow. Maximum-day, peak-hour, and minimum flows are optional.

Average daily flow

Required. Canonical basis: m³/d.

Declared flow source

Average flow period and location

Average-flow period / date

Average-flow location

Optional maximum-day, peak-hour, and minimum flows

For each case, choose either a direct flow or a factor. Only the selected input is shown.

Maximum-day flow

Optional · canonical m³/d

Maximum-day flow basis

Maximum-day flow

Maximum-day flow period / date

Maximum-day flow location

Declared flow source

Peak-hour flow

Optional · canonical m³/h

Peak-hour flow basis

Peak-hour flow

The declared interval remains one peak hour, even when displayed as an MGD rate.

Peak-hour flow period / date

Peak-hour flow location

Declared flow source

Does the peak hour fall within the declared maximum day?

Minimum-flow interval

Changing interval clears the entered minimum flow so it can be re-entered on the new basis.

Minimum-day flow

Also show peak scenarios using average concentrationsScenario loads are labeled ESTIMATE and remain separate from paired loads.

Influent quality

Average concentrations

Enter available values. Concentrations use mg/L with the analyte basis shown beside each label.

Common design-basis parameters

Leave unavailable values blank

BOD₅mg/L as O₂

CODmg/L as O₂

TSSmg/L

TKNmg/L as N

NH₄-Nmg/L as N

TNmg/L as N

TPmg/L as P

Alkalinitymg/L as CaCO₃

pHdimensionless

No mass load is calculated.

Temperature (°C)°C

Canonical storage: °C. No mass load is calculated.

Average concentration basis

Average sample/process point

Average sampling basis

Period, location, and source notes

Average concentration period / date

Average sample location

Average source / lab

Average note

Declare average flow and concentration records paired (coincident)Use when flow and concentration cover the same period and sample point. Unpaired loads remain ESTIMATE.

Additional parameters · VSS, orthophosphate-P, oil & grease, TDS, conductivity, custom

Optional average concentrations

VSSmg/L

Orthophosphate-Pmg/L as P

Oil & greasemg/L

TDSmg/L

ConductivityµS/cm

Conductivity reference temperature°C

Custom constituents

Up to five named concentrations. Custom rows do not feed built-in ratios.

Custom constituent 1 name

Custom constituent 1 average concentrationmg/L

Custom constituent 2 name

Custom constituent 2 average concentrationmg/L

Custom constituent 3 name

Custom constituent 3 average concentrationmg/L

Custom constituent 4 name

Custom constituent 4 average concentrationmg/L

Custom constituent 5 name

Custom constituent 5 average concentrationmg/L

Peak / variability

Optional peak concentration cases

Add a separate concentration record only when it is available for the matching maximum-day or peak-hour flow.

Maximum-day concentration record

Use a sample from the same 24-hour period as the maximum-day flow.

Maximum-day sample/process point

Maximum-day sampling basis

Period, location, and source notes

Maximum-day concentration period / date

Maximum-day sample location

Maximum-day source / lab

Maximum-day note

Declare maximum-day flow and concentrations paired (coincident)Use when flow and concentration cover the same period and sample point. Unpaired loads remain ESTIMATE.

Maximum-day concentrations

BOD₅mg/L as O₂

CODmg/L as O₂

TSSmg/L

TKNmg/L as N

NH₄-Nmg/L as N

TNmg/L as N

TPmg/L as P

Alkalinitymg/L as CaCO₃

Optional maximum-day analytes

VSSmg/L

Orthophosphate-Pmg/L as P

Oil & greasemg/L

TDSmg/L

Peak-hour concentration record

Use a sample from the same hour and location as the peak-hour flow.

Peak-hour sample/process point

Peak-hour sampling basis

Period, location, and source notes

Peak-hour concentration period / date

Peak-hour sample location

Peak-hour source / lab

Peak-hour note

Declare peak-hour flow and concentrations paired (coincident)Use when flow and concentration cover the same period and sample point. Unpaired loads remain ESTIMATE.

Peak-hour concentrations

BOD₅mg/L as O₂

CODmg/L as O₂

TSSmg/L

TKNmg/L as N

NH₄-Nmg/L as N

TNmg/L as N

TPmg/L as P

Alkalinitymg/L as CaCO₃

Optional peak-hour analytes

VSSmg/L

Orthophosphate-Pmg/L as P

Oil & greasemg/L

TDSmg/L

Advanced / Event basisOne bounded event or shock basisOptional · no recurrence or time-series modeling

Enter one declared event only. Event rate and integrated mass require event flow/concentration pairing; duration is required for integrated mass.

Include one event record

Optional · Available · Extends Wastewater Influent Basis

Wastewater Influent Basis — Acceptance Criteria Extension

Compare project-declared criteria with traceable influent cases. A comparison identifies a declared design or acceptance gap; it does not select a treatment process.

Primary Influent Basis ↑

This extension compares user- or project-declared acceptance criteria against traceable wastewater cases. It does not certify regulatory compliance, toxicity, treatability, or source acceptance.

ATLAS compares declared criteria. It does not determine which regulatory, utility, permit, or contractual limit applies to the project.

Comparison basis

Declare each observed case time basis

Must match the criterion

Sampling method, period, location, source, and point remain in the primary Influent Basis. Select the actual averaging or event context here; ATLAS will not infer it from a label or timestamp.

Average observed time basis

Unknown / not declared · unknown

Maximum day observed time basis

Unknown / not declared · unknown

Peak hour observed time basis

Unknown / not declared · unknown

Declared criteria

Project acceptance criteria

No project criterion is preloaded. Add limits and reference text supplied by the project or owner.

Comparison results

Declared acceptance criteria comparison

unavailable

A current accepted Influent Basis case is required. Editing the primary basis invalidates these comparison results until its new result is accepted.

이 엔지니어링 도구는 현재 영어로만 제공됩니다.

엔지니어링 근거

방법론

유압 및 질량 부하 값은 각 쌍으로 지정된 조건의 선언 유량과 농도로 계산하고 부하를 정규 SI 단위로 정규화합니다.

측정 피크 부하는 해당 조건의 유량과 농도가 명시적으로 짝지어진 경우에만 보고합니다. 평균 유지 시나리오는 추정치입니다.

가정

유량 계수와 시료 메타데이터는 사용자가 선언하는 프로젝트 입력입니다.
누락 데이터는 누락 상태로 유지하며 짝이 없는 농도나 부하를 추론하지 않습니다.

범위 / 제한사항

이 기준은 규정 준수, 공정 채택 가능성, 산소 요구량, 약품 주입량, 균등화 용량 또는 후속 설비 크기를 결정하지 않습니다.

엔지니어링 경로

상류 맥락

선언된 유입 유량 및 시료 데이터 프로젝트에서 선언한 유량, 농도, 샘플링 기준 및 출처 메타데이터를 입력합니다.

현재 도구의 설계 결정

폐수 유입수 설계 기준 각 조건의 명시적 짝을 유지하면서 계산에 사용할 수 있는 유압 및 질량 부하 기준을 설정합니다.

하류 엔지니어링 단계

폐수 유량조정조 설계 도구 이 도구들은 별도의 공정 계산을 지원합니다. 값은 도구 간에 자동으로 전달되지 않습니다.
침전지 설계 이 도구들은 별도의 공정 계산을 지원합니다. 값은 도구 간에 자동으로 전달되지 않습니다.
BNRMatrix 생물학적 영양염류 제거 이 도구들은 별도의 공정 계산을 지원합니다. 값은 도구 간에 자동으로 전달되지 않습니다.

Identify this influent basis

Average and peak flow

Maximum-day flow

Peak-hour flow

Average concentrations

Common design-basis parameters

Average concentration basis

Optional average concentrations

Custom constituents

Optional peak concentration cases

Maximum-day concentrations

Peak-hour concentrations

Declare each observed case time basis

Project acceptance criteria

Declared acceptance criteria comparison

엔지니어링 근거

방법론

가정

범위 / 제한사항

엔지니어링 경로

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