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Hydraulic Model Selector — Pro + SPM

SPM→Q→SPP, ΔP por modelo, ECD em tempo real, STEP 4 sincronizado, nozzles dinâmicos e SBP (MPD).

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1) Field Data & SPM Driver

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Paste Q–SPP pairs (gpm, psi), one per line

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Use pontos estáveis para ajuste (rheologia/ε/C_d).

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SPM (strokes/min)

80 spm

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SBP (MPD Surface Backpressure)

0 psi

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Stroke Vol (bbl/stk)

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Eff. (–)

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Q now (gpm)

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TVD (ft)

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Mud Weight (ppg)

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Q = SPM · SV_bbl/stk · 42 · Eff

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Drillstring ID (in)

String Length (ft)

Annulus Do (in)

Annulus Di (in)

Annulus Length (ft)

Roughness ε (in)

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# Nozzles (1–6)

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Nozzle C_d

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Nozzle diameters (32nds in)

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Density (ppg): 12.0

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Viscosity μ (cP, Newtonian): 25

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HB τ_y (Pa): 4.0

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HB K (Pa·sⁿ): 0.30

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HB n (–): 0.60

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Hydraulic Model

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\n \n Auto-select based on rheology (recommended)\n

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Q now

—

gpm

SPP now

—

psi

ECD @ TVD

—

ppg

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\n Badge SPP — psi\n Badge ECD — ppg\n

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Decision Flow (Live)

Step 1

Rheology recognition

Yield + shear-thinning → HB

Step 2

Segments

String + Bit nozzles + Annulus

Step 3

Objective

Explorar SPP vs SPM, ECD e efeitos de SBP (MPD)

Step 4

Recommendation

Herschel–Bulkley(auto)

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SPP vs Q (Field vs Model)

Markers at data points

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ΔP vs Q — Per Model (Annulus)

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SPM → Q & SPP (live)

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