Visualisation of Seepage Flow Manufacturer,Supplier and Exporter in India
Product Code : SCL-CELE-14087
This experimental module focuses on the principles of seepage
and groundwater flow through permeable media, a critical area in geotechnical
and hydraulic engineering. The core objective is the practical
application of potential theory to visualize and quantify subsurface
water movement by graphically determining flow nets. This technique
provides essential data for analyzing the stability and hydraulic performance
of structures interacting with groundwater, such as determining streamlines
beneath foundations and through earth dams. Furthermore, the study includes
empirical methods for determining the pressure curve (or effective
stress distribution) on critical infrastructure like retaining walls and
foundations, along with observing dynamic groundwater levels over
time.
Objectives: Seepage Analysis and Hydrostatic Pressure on
Structures
|
Objective |
Key Metric / Phenomenon |
Application in Geotechnical Engineering |
|
Determining Flow Nets in Permeable Media Graphically |
Streamlines and Equipotential Lines |
Visualizing subsurface flow paths and calculating seepage
quantity and exit gradients. |
|
Streamlines Under a Sheet Pile |
Uplift Pressure, Seepage Length |
Analyzing flow patterns and hydrostatic pressure beneath
cutoff walls and retaining structures. |
|
Streamlines Through an Earth Dam |
Phreatic Line, Stability Analysis |
Determining the saturation boundary and flow rate through
porous earth structures . |
|
Drainage at an Open Ditch |
Drawdown Curve, Flow Rate |
Studying the influence of a free surface boundary on local
groundwater flow. |
|
Determining the Pressure Curve at a Foundation |
Uplift Pressure, Hydrostatic Force |
Calculating the stabilizing or destabilizing forces exerted
by water pressure on building foundations. |
|
Determining the Pressure Curve at a Retaining Wall |
Lateral Earth and Water Pressure |
Analyzing the resultant hydrostatic force and moment acting
on retaining structures due to groundwater. |
|
Groundwater Levels Over Time in Various Models |
Transient Seepage, Aquifer Response |
Observing the dynamic changes in the water table (drawdown
and recovery) under different conditions. |
