Comprehensive Pipe Flow Analysis

Professional pipe flow analysis tools for engineers and students. From basic calculations to advanced network analysis.

Basic

Darcy-Weisbach Equation

Calculate pressure drop due to friction in pipes using the Darcy-Weisbach equation

Open Solver →
Basic

Hazen-Williams Equation

Calculate flow rate and head loss for water flow in pipes

Open Solver →
Basic

Reynolds Number

Determine flow regime (laminar, transitional, or turbulent)

Open Solver →
Intermediate

Pipe Sizing Calculator

Calculate optimal pipe diameter for desired flow rate and velocity

Open Solver →
Intermediate

Moody Diagram Solver

Find friction factor using Moody diagram relationships

Open Solver →
Intermediate

Bernoulli Equation

Solve energy conservation problems in fluid flow

Open Solver →
Advanced

Parallel Pipes Network

Analyze flow distribution in parallel pipe systems

Open Solver →
Advanced

Series Pipes Network

Calculate total head loss in series pipe systems

Open Solver →
Advanced

Pump System Analysis

Analyze pump performance and system curves

Open Solver →
Advanced

Three Reservoir Problem

Solve complex flow distribution between multiple reservoirs

Open Solver →
Advanced

Water Hammer Analysis

Calculate pressure surge in pipe systems

Open Solver →
Intermediate

Valve Flow Coefficient (Cv)

Calculate flow through control valves

Open Solver →
Basic

Minor Losses / Fittings (K)

Sum K-values for elbows, valves, entrances and exits; equivalent length

Open Solver →
Basic

Colebrook-White Friction Factor

Iterate Colebrook-White and compare Swamee-Jain and Haaland f

Open Solver →
Intermediate

Equivalent Pipe (Dupuit)

Collapse series or parallel pipes into one equivalent diameter

Open Solver →
Advanced

Hardy-Cross Looped Network

Balance looped pipe networks with iterative ΔQ corrections

Open Solver →
Intermediate

Manning / Partially Filled Pipe

Gravity sewers and open-channel flow, including part-full circular pipes

Open Solver →
Intermediate

NPSH & Cavitation

Available vs required NPSH on the pump suction line

Open Solver →
Intermediate

Siphon / Gravity Flow

Discharge over a high point and crown vapor-pressure check

Open Solver →
Basic

Tank Emptying Time

Variable-head drain through an orifice (Torricelli)

Open Solver →
Basic

Expansion & Contraction

Sudden and gradual section-change losses (Borda-Carnot)

Open Solver →
Intermediate

Orifice / Venturi / Nozzle

Differential-pressure flow meters with β and Cd

Open Solver →
Advanced

Pumps in Series & Parallel

Combined pump curves and duty point on a system curve

Open Solver →
Advanced

Critical Valve Closure

Wave celerity, t_c = 2L/c, and Joukowsky surge for rapid vs slow closure

Open Solver →
Intermediate

Hydraulic Jump & Froude

Critical depth, sequent depth, and energy dissipation in a jump

Open Solver →
Basic

Weir Flow

Rectangular and V-notch sharp-crested weir discharge

Open Solver →
Advanced

Culvert Design

Inlet vs outlet control capacity for a circular barrel

Open Solver →
Intermediate

Storm Sewer / Rational Method

Peak runoff Q = CiA and Manning full-pipe check

Open Solver →
Advanced

Gas Pipeline Flow

Weymouth and Panhandle A compressible flow estimates

Open Solver →
Advanced

Surge Tank

Maximum upsurge and mass-oscillation period after load rejection

Open Solver →
Basic

Fluid Properties & Roughness

Water ρ, μ, P_v vs temperature and Moody roughness catalogue

Open Solver →
Basic

Hydraulic Unit Converter

Convert flow, pressure, head, length and velocity units

Open Solver →