Experimental Flume (309 X 450mm) Manufacturer,Supplier and Exporter in India
Product Code : SCL-CELE-14078
This specialized hydraulic flume system, offering
exceptionally long experimental sections (ranging from 5m up to 12.5m),
is designed for advanced empirical investigation in open channel hydraulics
and river engineering. The apparatus features a closed water circuit
and precise inclination adjustment, providing the necessary control to
model both steady and unsteady flow conditions across large scales. The
extensive list of possible experiments underscores the flume's utility in
validating classic flow formulae and characterizing complex phenomena,
including flow transitions (like the hydraulic jump), energy
dissipation mechanisms, and the performance of various control
structures and flow-measuring devices.
Specifications: Large Hydraulic Flume Parameters
|
Parameter |
Value / Feature |
Unit |
|
Experimental Section Lengths |
5.0, 7.5, 10.0, or 12.5 (Available) |
m |
|
Hydraulic Circuit |
Closed Water Circuit |
- |
|
Key Mechanism |
Inclination Adjustment |
- |
Objectives: Advanced Open Channel and Transient Flow
Experiments
|
Objective |
Key Concept Investigated |
Relevance and Application |
|
Uniform and Non-Uniform Discharge |
Steady Flow Regimes, Flow Resistance |
Analysis of velocity and depth distribution under varying slope
and roughness conditions. |
|
Flow Formulae |
Manning, Chezy, Chézy–Kutter |
Empirical validation and calibration of coefficients for
head loss and velocity prediction. |
|
Flow Transition (Hydraulic Jump) |
Critical Depth, Supercritical to Subcritical Flow |
Investigation of the abrupt change in flow state and associated
momentum principles. |
|
Energy Dissipation |
Hydraulic Jump, Stilling Basin Structures |
Quantifying the energy loss mechanisms vital for protecting
downstream structures from scour and erosion. |
|
Flow over Control Structures: Weirs |
Sharp-Crested, Broad-Crested, Ogee-Crested |
Determining discharge coefficients (Cd) and understanding
flow measurement and control devices. |
|
Flow over Control Structures: Discharge Under Gates |
Sluice Gate Flow, Contraction Coefficient |
Analysis of flow control, pressure forces, and discharge
characteristics through submerged and free outlets. |
|
Flow-Measuring Flumes |
Venturi Flumes, Parshall Flumes |
Familiarization with and calibration of geometric
structures used for highly accurate flow rate measurement. |
|
Local Losses due to Obstacles |
Minor Losses, Form Drag |
Quantifying localized head loss caused by submerged piers,
bridges, or other constrictions. |
|
Transient Flow: Waves |
Unsteady Flow Dynamics, Dam-break Waves, Surges |
Experimental study of the propagation, reflection, and
attenuation of dynamic wave phenomena. |
|
Vibrating Piles of Sediment Transport |
Fluid-Structure Interaction (FSI), Scour |
Combined study of flow around cylinders and the initiation and
movement of bed material. |
