Elbow Flow Meter Calculator
Compute 90° elbow-tap discharge from inner/outer Δp. C=√((R/D)/2). Runs locally. Not pipe-bend K, not Pitot C=1, not venturi, not ISO 5167-6 wedge, not given C_d.
Trust summary Engine tested · Source checked · 5/5 tests · Production surface contract 1/1 · v1.0.0
- Input interpretation
- Enter values to calculate.
- Result
- —
- Model
- 90° elbow-tap discharge from D, R or rd, and inner/outer Δp. Invert Δp. Report C=√((R/D)/2).
- Scope
- 90° elbow tap meter: Q = C A √(2Δp/ρ); C=√((R/D)/2); A=(π/4)D²; inner/outer radius taps; incompressible; C is reported, not an input
- Verification
- Engine tested · 5/5 tests · Production surface contract 1/1 · Source checked · v1.0.0
- Named expert review
- Optional · Not performed
- Sources
- ISO 80000-4 — Mechanics
- Elbow tap meter — centrifugal Δp
- Evidence
- 5 property · Production surface contract 1/1 · Artifact integrity PASS
- Production
- Embedded snapshot: STALE · Last attested schema matched 1.0.0 snapshot / local build · Semantic contract ✓ · Last attestation PASS · current evidence changed · re-attestation required · Public/cache ✓ · Origin ✓ · Live production status PASS (0 stale; 164 CURRENT) @ 2026-09-18T10:48:34.503Z
- Semantic contract
- PASS
Formulas
Core equations used by this calculator.
How to use
Enter D and R
Pipe ID D and bend centerline radius R. REST may send D+rd instead of R. rd is R/D, not Chezy hydraulic radius.
Enter Δp and ρ
Inner-to-outer tap differential pressure. Invert on the Δp tab. Read C on the C tab without Δp.
Example calculations
Common configurations with formula and result.
D=0.1 m, R=0.15 m, 10 kPa
Long-radius R/D=1.5, Δp=10 kPa, ρ=1000 kg/m³
Same R/D via D+rd
D=0.1 m, rd=1.5
Elbow Flow Meter calculator specification
Version 1.0.0 · Engine tested
- Engine tested 5/5 tests · Production surface contract 1/1
- Named expert review Not performed
- Calculation version 1.0.0
- Definition
- 90° elbow tap flow meter. Incompressible Q = C A √(2Δp/ρ) with A=(π/4)D² and C=√((R/D)/2) from inner/outer radius taps. R/D∈[1.0,3.0], D∈[25 mm, 600 mm], 90° only. C is reported. Not pipe-bend K=0.21 (θ/90)/√(R/D), not Pitot v=C√(2Δp/ρ) with C=1, not venturi, not ISO 5167-6 wedge.
- What it calculates
- 90° elbow-tap discharge from D, R or rd, and inner/outer Δp. Invert Δp. Report C=√((R/D)/2).
- Inputs
- mode?
- D
- R|rd
- dP?
- rho?
- Q?
- Outputs
- Q?
- D
- R
- rd
- A
- C
- Cd
- v?
- rho?
- dP?
- mode
- model
- Formula
Q = C A √(2Δp/ρ); C = √((R/D)/2); A = (π/4) D²- Assumptions
- 90° elbow tap meter: Q = C A √(2Δp/ρ); C=√((R/D)/2); A=(π/4)D²; inner/outer radius taps; incompressible; C is reported, not an input
- R/D∈[1.0, 3.0]; D∈[25 mm, 600 mm]; 90° only; C from R/D, not a given Pitot C=1
- Not pipe-bend K=0.21 (θ/90)/√(R/D), not Pitot v=C√(2Δp/ρ), not venturi, not ISO 5167-6 wedge, not Q=Av, not Darcy f
- Units
- SI; D, R in m; Q in m³/s; Δp in Pa; ρ in kg/m³
- Boundary conditions
- missing D, R/rd, Δp, Q, or ρ when required → MISSING_REQUIRED_INPUT
- D outside [25 mm, 600 mm] or R/D outside [1.0, 3.0] → VALUE_OUT_OF_RANGE
- K, θ, C/C_d, A or v, Darcy f, tank H, wedge h, n_miters, β, kind=pitot or kind=bend → MIXED_INPUT_ENCODING
- mode=Cd or unknown mode → INVALID_MODE
- Example
- D=0.1 R=0.15 dP=10000 rho=1000 → C≈0.86603 Q≈0.030418
- Validation cases
4 published on this page · 5/5 tests · Production surface contract 1/1 · View evidence
- D=0.1 R=0.15 dP=10000 rho=1000 → C≈0.86603 Q≈0.030418
- D=0.1 R=0.15 dP=10000 rho=1000 K=0.3 → MIXED_INPUT_ENCODING
- D=0.1 R=0.15 dP=10000 rho=1000 C=1 → MIXED_INPUT_ENCODING
- mode=Cd D=0.1 R=0.15 → INVALID_MODE
- Sources
- ISO 80000-4 — Mechanics — Length, speed, pressureSupports: D and R are lengths; Q is a volume flow; Δp is a pressure
- Elbow tap meter — centrifugal Δp — C=√((R/D)/2) from inner/outer tapsSupports: Q=C A √(2Δp/ρ) with C=√((R/D)/2); 90° only. Not pipe-bend K, not Pitot C=1, not venturi, not ISO 5167-6 wedge
- ISO 80000-4 — Mechanics — Length, speed, pressure
- Calculation version
- 1.0.0
Background
Interpretation and common distinctions.
Compute 90° elbow-tap discharge from D, R, and inner/outer Δp. C is √((R/D)/2), not supplied.
Supported and not supported
Supported — Q from D, R or rd, and Δp · invert Δp · C=√((R/D)/2) · API physics.fluid.elbow_meter
Not supported — pipe-bend K, Pitot C=1, venturi, ISO 5167-6 wedge, given C_d, Q=Av, Darcy f, variable θ
Agent / API notes
Capability id: physics.fluid.elbow_meter · tool id: elbow-meter · pin 1.0.0.
{ "D": 0.1, "R": 0.15, "dP": 10000, "rho": 1000 }
Related tools
Other calculators in this family: Pipe bend, Pitot tube, ISO 5167 wedge, Venturi meter, Mitered bend .
Frequently asked questions
Key distinctions behind the calculation.
Is this the same as circular-arc pipe-bend loss?
No. Pipe-bend reports K=0.21 (θ/90)/√(R/D) and h=K v²/(2g) from a given speed. This page is a 90° inner/outer tap Δp flow meter. Sending K or θ is MIXED_INPUT_ENCODING and points at /calc/physics/pipe-bend.
Is this a Pitot tube with C=1?
No. Pitot is v=C √(2Δp/ρ) with default C=1 and no R/D. Elbow C=√((R/D)/2)≈0.866 at R/D=1.5. Sending Pitot C or omitting R is not this page. Sending rd on /calc/physics/pitot-tube is MIXED_INPUT_ENCODING.
Can I send a given C_d or K?
No. C is reported from R/D. A given C_d is venturi or orifice. K is /calc/physics/pipe-bend or /calc/physics/minor-loss. Sending C, C_d, or K is MIXED_INPUT_ENCODING.
Does θ vary?
No. The seed is 90° only. Variable deflection is /calc/physics/pipe-bend. Sending theta_deg is MIXED_INPUT_ENCODING.
Is centerline R the same as Chezy R?
No. R is the bend centerline radius. Chezy hydraulic radius is /calc/physics/chezy-formula. Sending Manning n or Chezy S is MIXED_INPUT_ENCODING.
Is this an ISO 5167-6 wedge?
No. Wedge C=0.77−0.09β from gap h/D is /calc/physics/iso-wedge. Sending h or kind=wedge is MIXED_INPUT_ENCODING.
Is this Q = A·v?
No. Volumetric flow from a given area and velocity is /calc/physics/flow-rate. Sending A or input v is MIXED_INPUT_ENCODING.
Where does this run?
Locally in the browser by default. REST and MCP call the same fluid-engine elbowMeter wrapper.