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

Profile Leveling and Cross Sections01:26

Profile Leveling and Cross Sections

Profile leveling and cross-sections are surveying methods used to determine and document terrain elevations for infrastructure projects such as highways, railroads, canals, and pipelines. These methods provide data for earthwork planning and alignment of proposed routes.  Profile leveling involves measuring elevations along a fixed line to create a vertical terrain profile. A surveyor sets up a leveling instrument at the benchmark (BM) and records a backsight (BS) to determine the instrument's...
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...
Hydraulic Jump: Problem Solving01:16

Hydraulic Jump: Problem Solving

To analyze a hydraulic jump in a rectangular channel with a flow speed of 6 meters per second, follow these steps:Calculate Effective Upstream Velocity:When the downstream gate closes, a hydraulic jump forms, traveling upstream at 2 meters per second. This wave speed combines with the initial channel flow velocity, creating an effective upstream velocity.Identify Flow Velocities Before and After the Hydraulic Jump:Upstream of the hydraulic jump, the effective flow velocity includes both the...
Non-destructive Tests for Concrete Strength01:12

Non-destructive Tests for Concrete Strength

The rebound hammer test, also known as the Schmidt hammer test, is a non-destructive technique for evaluating the hardness of concrete and, indirectly, the strength of concrete. It operates on the principle that the rebound of a spring-driven mass from a concrete surface correlates to the surface's hardness. The device comprises a mass within a tubular housing, a spring mechanism, and a plunger that strikes the concrete. Upon release, the energy imparted to the mass by the spring causes it to...
Taping Over Different Ground Profiles01:12

Taping Over Different Ground Profiles

Taping over varying ground profiles requires careful adaptation to achieve accurate measurements. On smooth, level ground with minimal vegetation, the tape can rest directly on the ground. Here, the taping team, typically consisting of a head and a rear tapeman, coordinates their positions with clear communication. The rear tapeman holds the tape at the starting point and guides the head tapeman toward a range pole placed beyond the endpoint, using hand or voice signals to ensure alignment.On...
Hydraulic Jump01:29

Hydraulic Jump

A hydraulic jump is a sudden rise in fluid depth in open channels, occurring when high-velocity (supercritical) flow transitions to low-velocity (subcritical) flow. This phenomenon requires an upstream Froude number greater than 1, as flows with Fr1<1 remain subcritical, making a hydraulic jump impossible due to the need for negative head loss, which violates thermodynamic principles.The characteristics of a hydraulic jump depend on the upstream Froude number and are classified as...

You might also read

Related Articles

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

Sort by
Same author

Platelet-Rich Plasma in the Management of Foot and Ankle Pathologies.

Foot & ankle specialist·2026
Same author

Demineralized Bone Matrix in Foot and Ankle Surgery: Products, Mechanisms, and Clinical Outcomes.

Foot & ankle specialist·2026
Same author

Concentrated Bone Marrow Aspirate in the Management of Foot and Ankle Pathologies.

Foot & ankle specialist·2026
Same author

Platelet-Rich Plasma for Lateral Ankle Ligament Injuries: A Systematic Review of Current Evidence and Limitations.

Foot & ankle specialist·2026
Same author

Outcomes and complications of surgical management for adult iatrogenic hallux varus: A systematic review.

Journal of orthopaedics·2026
Same author

Deterioration in Performance Metrics After Acute Achilles Tendon Ruptures in Elite Rugby Union Players: A Retrospective Sports Database Study.

Sports health·2026

Related Experiment Video

Updated: Jul 7, 2026

Dissolved Solute Sampling Across an Oxic-Anoxic Soil-Water Interface Using Microdialysis Profilers
11:43

Dissolved Solute Sampling Across an Oxic-Anoxic Soil-Water Interface Using Microdialysis Profilers

Published on: March 24, 2023

A rapid method for hydraulic profiling in unconsolidated formations.

Peter Dietrich1, James J Butler, Klaus Faiss

  • 1Department of Monitoring and Exploration Technologies, Helmholtz Centre for Environmental Research, UFZ, Permoserstrasse 15, D-04318 Leipzig, Germany. peter.dietrich@ufz.de

Ground Water
|March 1, 2008
PubMed
Summary

A new direct-push injection logger rapidly measures subsurface hydraulic conductivity (K) variations. This tool quickly identifies potential contaminant pathways and barriers in shallow unconsolidated environments.

More Related Videos

Measurements of Soil Water Potential and Conductivity based on a Simple Evaporation Experiment using a Hydraulic Property Analyzer
07:21

Measurements of Soil Water Potential and Conductivity based on a Simple Evaporation Experiment using a Hydraulic Property Analyzer

Published on: August 9, 2024

Wastewater Irrigation Impacts on Soil Hydraulic Conductivity: Coupled Field Sampling and Laboratory Determination of Saturated Hydraulic Conductivity
08:09

Wastewater Irrigation Impacts on Soil Hydraulic Conductivity: Coupled Field Sampling and Laboratory Determination of Saturated Hydraulic Conductivity

Published on: August 19, 2018

Related Experiment Videos

Last Updated: Jul 7, 2026

Dissolved Solute Sampling Across an Oxic-Anoxic Soil-Water Interface Using Microdialysis Profilers
11:43

Dissolved Solute Sampling Across an Oxic-Anoxic Soil-Water Interface Using Microdialysis Profilers

Published on: March 24, 2023

Measurements of Soil Water Potential and Conductivity based on a Simple Evaporation Experiment using a Hydraulic Property Analyzer
07:21

Measurements of Soil Water Potential and Conductivity based on a Simple Evaporation Experiment using a Hydraulic Property Analyzer

Published on: August 9, 2024

Wastewater Irrigation Impacts on Soil Hydraulic Conductivity: Coupled Field Sampling and Laboratory Determination of Saturated Hydraulic Conductivity
08:09

Wastewater Irrigation Impacts on Soil Hydraulic Conductivity: Coupled Field Sampling and Laboratory Determination of Saturated Hydraulic Conductivity

Published on: August 19, 2018

Area of Science:

  • Geotechnical Engineering
  • Environmental Science
  • Hydrogeology

Background:

  • Understanding vertical variations in hydraulic conductivity (K) is crucial for predicting contaminant transport in subsurface environments.
  • Existing methods for obtaining K data can be time-consuming and labor-intensive.

Purpose of the Study:

  • To introduce and assess the viability of a direct-push injection logger for rapid K profiling in shallow unconsolidated settings.
  • To demonstrate the tool's capability in identifying zones that influence contaminant movement.

Main Methods:

  • A small-diameter direct-push tool with an integrated screen was developed.
  • Water is injected through the screen during advancement to maintain clarity.
  • Injection rate and pressure are measured at desired depths to derive a proxy for K.
  • Vertical profiles of the K proxy were transformed into K profiles using regression analysis.

Main Results:

  • The direct-push injection logger successfully obtained K information rapidly in shallow unconsolidated settings.
  • The tool effectively identified zones acting as conduits or barriers to contaminant migration.
  • Assessment at a field site in eastern Germany validated the approach's effectiveness.

Conclusions:

  • The direct-push injection logger provides a rapid and effective method for characterizing vertical hydraulic conductivity variations.
  • This technology can significantly aid in the assessment of contaminant transport pathways and barriers.
  • The tool offers a valuable advancement for subsurface investigations in unconsolidated materials.