Sediment Transport Demonstration Channel Manufacturer,Supplier and Exporter in India
Product Code : SCL-CELE-14182
Overview
The Sedimentation Demonstration Channel
provides a compact, self-contained, and highly visual system for studying open
channel flow, sediment transport, and bedform development
under controlled laboratory conditions.
Designed to clearly demonstrate the sequence
of bedforms that arise as flow velocity and slope increase, this apparatus
allows users to explore both fixed bed and mobile sand bed flow
phenomena. It replicates, at a smaller scale, many experiments typically
requiring large, technician-supported flumes—making it an ideal teaching tool
for courses in hydraulics, sedimentology, fluvial geomorphology, and civil
engineering.
The channel’s transparent acrylic
construction allows complete visibility of sediment motion and flow
structures, while the inclinable design and recirculating pump system
enable flexible and repeatable experimentation.
A detailed Operation & Maintenance
Manual is supplied with the trainer.
Key
Features
- Transparent inclinable flow channel for direct observation of flow and sediment transport.
- Demonstrates both fixed bed flow (smooth and gravel beds)
and mobile sand bed flow.
- Shows the complete sequence of bedforms — from ripples and
dunes to anti-dunes and chutes.
- Self-contained, portable unit —
ideal for classroom or laboratory use.
- Adjustable slope
(0–10%) for varying flow conditions.
- Recirculating pump system with
three selectable discharge rates (0.2–0.6 L/s).
- Demonstrates key hydraulic phenomena such as hydraulic jumps,
turbulence, flow resistance, and local scour.
- Supplied with model bridge pier and undershot weir for scour
and obstruction studies.
- Low maintenance, cost-effective alternative to large-scale sediment transport flumes.
Technical
Specifications
|
Component |
Specification |
|
Channel Working Section |
Length: 1550 mm, Width: 78 mm, Depth: 110 mm |
|
Discharge Rate |
Three selectable flow rates: 0.2 – 0.6 L/s |
|
Channel Slope |
Adjustable between 0 – 10% |
|
Bed Material |
Sand (diameter 0.1–0.3 mm); weight: 15 kg |
|
Construction |
Transparent acrylic channel on metal support frame |
|
Pump |
Recirculating type, with flow selector switch |
|
Included Models |
Undershot weir and bridge pier (for local scour studies) |
|
Water Level Gauge |
Supplied for calibration and flow measurement |
|
Mounting |
Bench-mounted; portable and self-contained |
|
Flow Medium |
Clean water with fine, washed sand (supplied separately) |
Experimental
Capabilities
A. Fixed
Bed Flow
- Observation of tranquil (subcritical) and rapid
(supercritical) flow.
- Demonstration of hydraulic jumps, turbulence, and wave
propagation.
- Flow measurement using sharp-crested weirs.
- Application of Reynolds’, Froude, and Bernoulli’s
equations for open channel flow analysis.
B. Flow
Over Mobile Sand Bed
- Visualization of bedform development with increasing flow
intensity:
- Plane bed (no motion)
- Ripples → Dunes → Washed-out dunes
- Plane bed (with motion) → Standing waves → Antidunes → Breaking
antidunes → Chutes and pools
- Study of sediment initiation and transport mechanisms
(rolling, sliding, saltation, suspension).
- Examination of sediment deposition patterns and cross-bedding
structures.
C. Local
Scour and Flow Structures
- Study of scour formation around obstructions (bridge piers,
sills, revetments).
- Visualization of turbulent structures using dye injection
(not included).
- Observation of vortex formation and flow separation.
D. Bedform
Hysteresis
- Simulation of a flood hydrograph by varying discharge rate.
- Observation of stage-discharge hysteresis — different flow
depths for the same discharge on rising and falling limbs.
E.
Computational and Analytical Studies (Optional)
- Calculation of flow resistance coefficients (Manning, Chezy,
Darcy-Weisbach).
- Bedform prediction
using:
- Hjulström diagram (velocity)
- Shields diagram (critical shear stress)
- Simons & Richardson, Bogardi, and Leeder charts (stream power,
boundary shear).
- Flow over fixed gravel bed —
evaluation of resistance equations (Bray, Hey, Bathurst, etc.).
Educational
Objectives
- Understand the interaction between flow energy and sediment
transport.
- Identify hydraulic regimes and associated bedforms.
- Measure and analyze flow resistance, sediment load, and erosion
rates.
- Relate laboratory observations to natural river and
coastal environments.
- Study the formation and preservation of depositional structures
in sedimentary geology.
Services
Required
- Electrical Supply:
220–240V AC, Single Phase, 50Hz.
- Water Supply:
Clean, continuous recirculation.
- Sediment Material: Fine
sand (0.1–0.3mm diameter, 15kg).
Applications
- Open channel hydraulics
- Sediment transport mechanics
- Fluvial geomorphology
- River morphology and sedimentation
- Civil and environmental engineering hydraulics
