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Hydrology & Open-Channel Calc

hydrology-calc.x402tookit.com

Normal (uniform-flow) depth for a given discharge in a rectangular, trapezoidal, triangular or circular channel by bisection.

Category
Service
Networks
BaseSolanaPolygonArbitrum
Starting price
$0.02
Paid calls, 30 days
8

Paid endpoints

8 endpoints, sorted by usage. Prices are per request.

EndpointPriceNetworkCalls / 30d
GET/critical-depth

Critical depth where Froude number is 1 (Q^2/g = A^3/T) for rectangular, trapezoidal, triangular or circular channels.

$0.02Base1
GET/froude-number

Froude number V / sqrt(g A/T) and flow regime (subcritical, critical, supercritical) for an open-channel section.

$0.02Base1
GET/manning-flow

Manning flow, velocity and hydraulic radius for rectangular, trapezoidal, triangular or part-full circular channels, SI or US.

$0.02Base1
GET/normal-depth

Normal (uniform-flow) depth for a given discharge in a rectangular, trapezoidal, triangular or circular channel by bisection.

$0.03Base1
GET/orifice-flow

Orifice discharge Q = Cd A sqrt(2 g h) for a round or given-area opening, with typical Cd by edge type, SI or US.

$0.02Base1
GET/rational-method

Peak runoff Q = C i A by the rational method, from a runoff coefficient, surface type or weighted sub-areas, SI or US.

$0.02Base1
GET/time-of-concentration

Time of concentration by the Kirpich formula and the NRCS lag equation, with the limits of each stated.

$0.02Base1
GET/weir-flow

Discharge over a sharp-crested rectangular (Francis), V-notch or Cipolletti weir from head, SI or US units.

$0.02Base1

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