Jove
Visualize
Contact Us
JoVE
x logofacebook logolinkedin logoyoutube logo
ABOUT JoVE
OverviewLeadershipBlogJoVE Help Center
AUTHORS
Publishing ProcessEditorial BoardScope & PoliciesPeer ReviewFAQSubmit
LIBRARIANS
TestimonialsSubscriptionsAccessResourcesLibrary Advisory BoardFAQ
RESEARCH
JoVE JournalMethods CollectionsJoVE Encyclopedia of ExperimentsArchive
EDUCATION
JoVE CoreJoVE BusinessJoVE Science EducationJoVE Lab ManualFaculty Resource CenterFaculty Site
Terms & Conditions of Use
Privacy Policy
Policies

Related Concept Videos

Conservation of Mass in Moving, Nondeforming Control Volume01:14

Conservation of Mass in Moving, Nondeforming Control Volume

Stormwater detention basins are essential in managing runoff during heavy rainfall, particularly in urban areas where impervious surfaces increase the risk of flooding. Understanding the conservation of mass in these systems allows engineers to optimize basin performance, balancing inflow, outflow, and water storage.
In the context of a detention basin, the conservation of mass states that the total mass of water entering the basin must equal the mass leaving the basin plus any accumulation of...
Biological Treatment of Effluent and Waste Water01:30

Biological Treatment of Effluent and Waste Water

Biological wastewater treatment relies on the metabolic activity of microorganisms to remove pollutants from sewage. In modern treatment systems, this process is organized into sequential stages that progressively reduce solid material, dissolved organic matter, and microbial contamination. Each stage plays a distinct role in improving water quality and preparing the effluent for safe discharge or reuse.Primary and Secondary TreatmentPrimary treatment is a physical process that removes large...
Energy Considerations in Open Channel Flow01:27

Energy Considerations in Open Channel Flow

Open channel flow, where a fluid flows with a free surface exposed to the atmosphere, is primarily governed by gravitational and surface effects, distinguishing it from closed conduit or pipe flow. In open channels such as rivers, canals, and artificial channels, energy analysis provides valuable insights into flow behavior and the relationship between depth, velocity, and slope.Specific Energy and Flow DepthIn open channel flow, the specific energy, E, combines the gravitational potential...
Underflow Gates01:30

Underflow Gates

Underflow gates are vital for controlling water flow in irrigation canals. The three main types of underflow gates — vertical, radial, and drum gates — serve different purposes while ensuring effective flow management. Vertical gates move up and down, generating a free-flowing water jet; radial gates pivot to regulate the flow; and drum gates rotate for precise adjustments. The flow through these gates is influenced by downstream conditions, resulting in free or drowned outflow.Free and Drowned...
Rapidly Varying Flow01:24

Rapidly Varying Flow

Rapidly varying flow (RVF) in open channels is characterized by abrupt changes in flow depth over a short distance, with the rate of depth change relative to distance often approaching unity. These flows are inherently complex due to their transient and multi-dimensional nature, making exact analysis difficult. However, approximate solutions using simplified models provide valuable insights into their behavior.Key Features of Rapidly Varying FlowRVF is commonly observed in scenarios involving...
Gradually Varying Flow01:29

Gradually Varying Flow

Gradually varying flow (GVF) in open channels describes situations where water depth changes slowly along the channel due to factors like non-uniform bed slope, channel shape variations, or obstructions. This flow type occurs when the depth adjusts gradually to balance gravitational forces, shear forces, and energy requirements, resulting in a low rate of depth change.Characteristics of Gradually Varying FlowGVF is commonly observed in natural streams, rivers, and canals, where flow depth...

You might also read

Related Articles

Articles linked to this work by shared authors, journal, and citation graph.

Sort by
Same author

Recurrence rates after strictureplasty for small bowel Crohn's disease remain high in the era of biologics.

Colorectal disease : the official journal of the Association of Coloproctology of Great Britain and Ireland·2024
Same author

Immunological and clinical heterogeneity in cutaneous lupus erythematosus.

The British journal of dermatology·2021
Same author

Novel phase I trial design to evaluate the addition of cediranib or selumetinib to preoperative chemoradiotherapy for locally advanced rectal cancer: the DREAMtherapy trial.

European journal of cancer (Oxford, England : 1990)·2019
Same author

A new method for the high-precision assessment of tumor changes in response to treatment.

Bioinformatics (Oxford, England)·2018
Same author

In vivo characterisation of a therapeutically relevant self-assembling <sup>18</sup> F-labelled β-sheet forming peptide and its hydrogel using positron emission tomography.

Journal of labelled compounds & radiopharmaceuticals·2017
Same author

Early weaning stress induces chronic functional diarrhea, intestinal barrier defects, and increased mast cell activity in a porcine model of early life adversity.

Neurogastroenterology and motility·2017

Related Experiment Video

Updated: Jun 21, 2026

A Flow-through Exposure System for Evaluating Suspended Sediments Effects on Aquatic Life
12:15

A Flow-through Exposure System for Evaluating Suspended Sediments Effects on Aquatic Life

Published on: January 9, 2017

In-sewer sedimentation associated with active flow control.

K J Williams1, S J Tait, R M Ashley

  • 1Pennine Water Group, Department of Civil and Structural Engineering, The University of Sheffield, Sheffield S1 3JD, UK. cip06kjw@sheffield.ac.uk

Water Science and Technology : a Journal of the International Association on Water Pollution Research
|July 10, 2009
PubMed
Summary

Automated gates in sewer systems can reduce flooding but may cause sedimentation. Flushing with rapid gate opening is effective for fine sediment but limited for granular deposits.

More Related Videos

Capturing Flow-weighted Water and Suspended Particulates from Agricultural Canals During Drainage Events
06:26

Capturing Flow-weighted Water and Suspended Particulates from Agricultural Canals During Drainage Events

Published on: November 7, 2017

Determination of the Settling Rate of Clay/Cyanobacterial Floccules
06:00

Determination of the Settling Rate of Clay/Cyanobacterial Floccules

Published on: June 11, 2018

Related Experiment Videos

Last Updated: Jun 21, 2026

A Flow-through Exposure System for Evaluating Suspended Sediments Effects on Aquatic Life
12:15

A Flow-through Exposure System for Evaluating Suspended Sediments Effects on Aquatic Life

Published on: January 9, 2017

Capturing Flow-weighted Water and Suspended Particulates from Agricultural Canals During Drainage Events
06:26

Capturing Flow-weighted Water and Suspended Particulates from Agricultural Canals During Drainage Events

Published on: November 7, 2017

Determination of the Settling Rate of Clay/Cyanobacterial Floccules
06:00

Determination of the Settling Rate of Clay/Cyanobacterial Floccules

Published on: June 11, 2018

Area of Science:

  • Environmental engineering
  • Hydraulic engineering
  • Urban water management

Background:

  • Sewer systems face localized flooding, prompting interest in active flow control.
  • Automated gates and weirs are proposed for managing dispersed storage to mitigate floods.
  • Sedimentation is a primary operational concern for implementing such flow control devices.

Purpose of the Study:

  • To investigate sediment deposition patterns caused by active flow control devices.
  • To evaluate the effectiveness of rapid gate opening for flushing accumulated sediment.
  • To determine the suitability of active flow control for different sediment types in sewer systems.

Main Methods:

  • Experimental program simulating flow control device operation in sewer systems.
  • Analysis of sediment deposition with fine and granular materials.
  • Testing of rapid gate opening procedures for sediment erosion and flushing.

Main Results:

  • Fine suspended sediment forms uniform deposits upstream of the gate.
  • Rapid gate opening effectively flushes fine sediment deposits in large sections.
  • Granular sediment creates discrete bedforms and larger upstream deposits.
  • Flushing granular deposits is limited, with gate operation modifications showing minimal improvement.

Conclusions:

  • Active flow control with a single downstream gate is best suited for systems with fine, suspended sediment during dry weather.
  • Systems with significant granular sediment may not be suitable for this type of active flow control due to limited flushing effectiveness.
  • Further research may be needed to adapt active flow control for granular sediment environments.