HYD-05
Bélanger hydraulic jump
Sequent depth y2/y1 = ½ (−1 + √(1+8 Fr₁²)).
Governing equation
where
- y_1
- Upstream depth (m)
- V_1
- Upstream velocity (m/s)
- \mathrm{Fr}_1
- Upstream Froude (—)
- y_2
- Sequent depth (m)
Lecture brief
Historical brief
Open-channel and pipe flow were written by Chezy, Manning, Darcy and Weisbach in the nineteenth century, then Bakhmeteff and Bélanger on the hydraulic jump. The sheets compute conveyance, head loss and gradually varied profiles. This sheet (HYD-05 — Bélanger hydraulic jump) is the form associated with Bélanger 1828 · USBR. Working symbols: , , . Momentum and continuity across a free jump on a horizontal floor close on Bélanger's sequent-depth relation.
Purpose
Live realistic example
In symbols
Calculator
Inputs
Outputs
- Upstream Froude \mathrm{Fr}_13.029 —
- Sequent depth y_21.525 m
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Free library
Full libraryFree PDF / open book
- LibreTexts Engineering bookshelfLibreTexts · CC · Free PDF / open book
- SI Brochure (BIPM)BIPM · Free PDF / open book
- USACE Engineer ManualsUSACE · Free PDF / open book
- FHWA Hydraulics libraryFHWA · Free PDF / open book
YouTube channels
Narration of this film
Rectangular frictionless floor, no slope, aerated jump.
Momentum and continuity across a free jump on a horizontal floor close on Bélanger's sequent-depth relation.
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