Authors :
Dr. Siprarani Pradhan; Sarthak Paikray; Sumit Das; Amartya Sen Sahoo
Volume/Issue :
Volume 9 - 2024, Issue 3 - March
Google Scholar :
https://tinyurl.com/569j7mf9
Scribd :
https://tinyurl.com/ycyypdzu
DOI :
https://doi.org/10.38124/ijisrt/IJISRT24MAR1138
Note : A published paper may take 4-5 working days from the publication date to appear in PlumX Metrics, Semantic Scholar, and ResearchGate.
Abstract :
Open channel flow is the definition of liquid
flowing through a channel having a free surface. The
liquid's free surface is under the influence of air
pressure. Irrigation ditches, streams, waterworks
operations, storm water and sanitary sewer systems, and
industrial to municipal monitoring stations are a few
examples. It is more crucial to efficiently and properly
measure open channel flows in order to reduce the total
margin of error. An old method for determining the
water flow rates in streams, irrigation channels, and
storm water systems is open channel flow monitoring.
The technique is also applied in wastewater treatment to
track the release of effluent. Weirs and flumes have been
used in the majority of open channel flow applications.
Open channel flow calculations are more complicated
than pipe flow calculations because the location of the
free-surface is often unknown beforehand. The
calculation involved are much more complex and time
consuming. There is also a risk of manual error while
performing these calculations. So these paper aims at
providing a programming model of most of the Open
Channel Flow parameters. The formulas and theories
used are common in practice and the results obtained
are far more precise than that obtained from manual
calculations.
Open channel flow is the definition of liquid
flowing through a channel having a free surface. The
liquid's free surface is under the influence of air
pressure. Irrigation ditches, streams, waterworks
operations, storm water and sanitary sewer systems, and
industrial to municipal monitoring stations are a few
examples. It is more crucial to efficiently and properly
measure open channel flows in order to reduce the total
margin of error. An old method for determining the
water flow rates in streams, irrigation channels, and
storm water systems is open channel flow monitoring.
The technique is also applied in wastewater treatment to
track the release of effluent. Weirs and flumes have been
used in the majority of open channel flow applications.
Open channel flow calculations are more complicated
than pipe flow calculations because the location of the
free-surface is often unknown beforehand. The
calculation involved are much more complex and time
consuming. There is also a risk of manual error while
performing these calculations. So these paper aims at
providing a programming model of most of the Open
Channel Flow parameters. The formulas and theories
used are common in practice and the results obtained
are far more precise than that obtained from manual
calculations.
