Skip to main content

Open Channel Hydraulics: Flow Measurement via Parshall Flumes

 The Parshall Flume is a specially shaped open channel structure used to measure flow in unpressurized conduits and irrigation canals. By contracting the sidewalls and creating a drop in the flume invert, the structure forces flow from subcritical to supercritical, establishing critical depth near the crest.

​Under free-flow conditions, discharge (Q) depends solely on the water depth measured at an upstream gauge location $(H_a):$

$Q = C \cdot H_a^n$

​Where $C$ and $n$ are empirical coefficients determined by throat width $W.$ For standard throat widths (e.g., W between $0.3\text{ m}$ and $2.4\text{ m}),$ $n$ $\approx 1.522 \cdot W^{0.026}.$ When downstream tailwater elevation rises such that the submergence ratio $(H_b / H_a)$ exceeds critical thresholds (0.6 for small flumes, 0.7 for larger flumes), flow becomes submerged, requiring a reduction factor correction:

$Q_{submerged} = Q_{free} - Q_{correction}$

​In major canal delivery networks and urban wastewater channels across India, traditional weir plates accumulate silt, leading to progressive measurement errors.

​Modern irrigation modernization projects under state water sector reforms deploy prefabricated fiberglass Parshall flumes fitted with ultrasonic or radar level sensors. Integrated with SCADA telemetry, these stations continuously record discharge profiles without causing head loss or silt deposition.

​Note: This technical content was curated and structured with AI assistance to support technical education.

Comments

Popular posts from this blog

RIVER INTAKE STRUCTURE

  RIVER INTAKE As we know intake should be located at the upstream side of the city so pollution is minimum and this river intake should be sufficiently inside the river water so need of water can be supplied at every seasons of the year. Some river intakes are constructed near the bank of river when sufficient depth is available, some are created away from the bank of river when river bed is soft or unstable near bank, sometimes water level raised by constructing weir on the river and sometimes channel created and water led to the intake tower. This all situations divides river intake into two major types: (1) Single well type intake and (2) Twin well type intake. Parts of river intake are Intake well, Intake pipe and Jack well. River intake well has two parts, lower part is Jack well and upper part is surves pump house. SINGLE WELL TYPE RIVER INTAKE In single well type intakes water is directly enter into jack well through the penstockes (openings) created at different level. As ...

CANAL INTAKE STRUCTURE

  CANAL INTAKE Canal intake structure An irrigation canal used as the source of water when other source are far from the city. Intake structure constructed near the bank of canal. An intake chamber created inside the canal using concrete or masonry having one bell mouth entry pipe inside it. Intake chamber has opening guarded with coarse screen and bell mouth entry protected with fine screen or mesh. Bell mouth entry located at expected low water level of the canal. Water enters from this bell mouth entry and conveyed through withdrawal conduits to sump well or city.

WET INTAKE STRUCTURE

  WET INTAKE Wet intake generally in circular shell type. Tower of intake contains water in side it. This water intake structure tower has water level inside the tower that is practically same as the water level of the source of water.