Set of panels for hydrostatics and hydrodynamics with interface and software
Function
Intended for study, hydrodynamics laboratory, hydrodynamics experiments, fluid dynamics on: Physics, Hydrodynamics, Fluid Mechanics. The fundamental principle of hydrostatics, Stevin's principle, with a tube manometer. Measuring pressure in mmH2O. Measuring the difference in level in mm, in the test tank. Measuring the pressure between two points at different levels in the test tank. The graph of pressure versus difference in level. Stevin's principle. The fundamental principle of hydrostatics, Stevin's principle, with a differential pressure sensor. Measuring the difference in level in mm, in the test tank. Measuring the pressure between points at different levels. Converting the measured pressure to Pascals. The graph of pressure versus difference in level. Remembering Stevin's principle. The relationship between specific weight and specific mass. Expressing Stevin's principle through specific mass. Comparing calculated values with measured pressure values. Fluid velocity through an orifice. Using the smaller orifice. Calculation of the time it takes for a particle to fall in the jet. Calculation of the launch velocity at the orifice. Calculation of the flow rate. Using the largest orifice. Comparing flow rates and velocities as a function of orifice size. Fluid flow through three small, vertically positioned orifices. Volumetric flow in incompressible fluids, with a differential pressure sensor. Calculation and analysis of the Reynolds number. Using the largest pipeline. Pressure loss in a hydraulic system in a pipeline and in similar pipelines with a Y connection. Using a branch of the pipeline. Using similar parallel branches of the pipeline. Determination of the velocity of a fluid in a pipeline, the Reynolds number, and the friction factor. Total pressure loss and determination of distributed and localized pressure loss. The equivalent length of a pipeline and a singularity. Pressure and velocity in a fluid, Bernoulli's equation, with differential sensors. The principle of conservation of volume in transit, the continuity equation. Flow velocity. Determining duct areas. Determining fluid velocities in ducts. Bernoulli's equation. Pressure and velocity in a fluid, Bernoulli's equation, using pipe pressure gauges. Maximum head of a hydraulic pump. Measuring the gauge pressure of a hydraulic pump. Calculating the maximum head of a hydraulic pump. The characteristic curves of a pump (CCB) and a combination of pumps in series. Measuring the gauge pressure of the hydraulic pump 1. Calculating the head (head) developed by the hydraulic pump. Measuring the gauge pressure of the hydraulic pump 2. Measuring the gauge pressure in a combination of hydraulic pumps in series. Constructing the pump characteristic curve, CCB. The characteristic curves of a pump (CCB) and a combination of pumps in parallel. Measuring the gauge pressure of the hydraulic pump 1. Calculating the head (head) developed by the hydraulic pump. Measuring the gauge pressure of a hydraulic pump 2. Measuring the gauge pressure in a combination of hydraulic pumps in parallel. Constructing a pump's characteristic curve, CCB. The phenomenon of cavitation in a combination of pumps. Measuring the pressure value in the current during cavitation. The operation of a siphon, etc.
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Key Experiments
- » The fundamental principle of hydrostatics, Stevin's principle, with tube pressure gauge. - 1042.101A
- » The fundamental principle of hydrostatics, Stevin's principle, with differential pressure sensor. - 1042.102A
- » Velocity of fluids through an orifice. - 1042.103A
- » Flow of fluid through three small, vertically positioned orifices. - 1042.103B
- » Volumetric flow rate in incompressible fluids, with differential pressure sensor. - 1042.104A
- » Calculation and analysis of Reynolds number. - 1042.105A
- » Pressure drop in a hydraulic system in a pipeline and in similar pipelines with Y-connection - 1042.108E
- » Determination of the velocity of a fluid in a pipe, the Reynolds number and the friction factor - 1042.109E1
- » Total load loss and determination of distributed and localized load loss - 1042.109E2
- » The equivalent length of a pipe and a singularity - 1042.109E3
- » Pressure and velocity in a fluid, Bernoulli's equation, with differential sensors. - 1042.111F
- » Pressure and velocity in a fluid, Bernoulli's equation, using tube manometers. - 1042.112F
- » Maximum head of a hydraulic pump - 1042.112G
- » The characteristic curves of a CCB pump and a series pump combination - 1042.113G
- » The characteristic curves of a CCB pump and a combination of pumps in parallel - 1042.114G
- » The phenomenon of cavitation in a pump combination. - 1042.115G
- » How a siphon works - 1042.116G
- » - 1042.101A
- » - 1042.102A
- » - 1042.103A
- » - 1042.103B
- » - 1042.104A
- » - 1042.105A
- » - 1042.108E
- » - 1042.109E1
- » - 1042.109E2
- » - 1042.109E3
- » - 1042.111F
- » - 1042.112F
- » - 1042.112G
- » - 1042.113G
- » - 1042.114G
- » - 1042.115G
- » - 1042.116G