Embodiment
Automatically the self-loopa reynolds test instrument of colour killing has self-circulating water feeder 1, in self-circulating water feeder, be provided with water pump, water pump is by 3 controls of controllable silicon stepless speed adjusting gear, constant pressure water tank 4 joins with experimental channel 8 successively, experimental channel 8 afterbodys are provided with flow control valve 9, self-loopa water recovery apparatus 2 is divided in the experimental channel outlet, constant pressure water tank 4 is connected with downcomer by upper hose with self-circulating water feeder 1, be provided with overflow plate 7 in the constant pressure water tank 4, the water-stabilizing board 6, water-stabilizing board's 6 side direction have steady water hole, overflow plate 7 and water-stabilizing board 6 will be divided into overflow area 10 in the constant pressure water tank, areas of permanent pressure 11 and steady pool 12, constant pressure water tank 4 tops are provided with dress colour killing demonstration liquid container 5 automatically, demonstration liquid container 5 is divided into the mozzle that has water conservancy diversion syringe needle 13, mozzle end syringe needle is aimed at experimental channel 8 inlet centers, be equipped with in the said demonstration liquid container 5 and be with automatic colour killing to show liquid, its composition is a phenolphthalein: NaOH=1: 2~3 proportionings, naoh concentration are 1/1000~1/2000.
The course of work of the present invention is: under the constant voltage head, flow in the flow regulation valve regulation experimental channel, show that liquid (look water) flows in the experimental channel simultaneously, see through the interior formed streamline of liquid that shows of observation experiment pipeline and can determine water body laminar flow in the pipeline, two kinds of fluidised forms of turbulent flow.
Experiment of the present invention, the pipe Reynolds number, its computing formula is:
In the formula:
The Re--Reynolds number;
υ--rate of flow of fluid;
The v--fluid viscosity;
D--pipe diameter;
Overcurrent flow in the Q--pipe.
Experiment records flow Q in the experimental channel, experimental channel inner diameter d and experiment water temperature t, and fluid viscosity v tables look-up through water temperature t and obtains, and utilizes above 2 formula, but the Reynolds number of water body in the experiment with computing pipeline.
Automatic colour killing of the present invention shows that the principal ingredient of liquid is phenolphthalein and NaOH mixed solution, the characteristic of phenolphthalein solution for weak subtract and acid condition under be colourless, when solution alkalescence reached certain value, it is red that solution shows.The reagent course of work in the present invention is: phenolphthalein and NaOH are in phenolphthalein: NaOH=1: 2~3 ratios are measured respectively, phenolphthalein fully dissolves with anhydrous alcohol, the NaOH dissolved in distilled water, concentration is 1/1000~1/2000, after with two kinds of reagent mix, stir, it is red that reagent shows, and this is automatic colour killing and shows liquid.Show that liquid places in the demonstration liquid container,, advance with experiment water body associated movement by entering in the pipeline of mozzle syringe needle, can demonstrate fluidised form in the pipeline, be back in the self-circulating water feeder through water body behind the experimental channel, water body is in neutral state in the self-circulating water feeder, show the liquid caustic soda reduction, it is colourless that solution shows, both colour killing automatically, through working long hours, the experiment water body is alkalized, and it is red that water body shows, and adds an amount of watery hydrochloric acid in the water body, neutralization, water body gets final product colour killing.Show that liquid is pollution-free to water body, tube wall and surrounding environment.
Experiment content
(1) observes two kinds of fluidised forms.
Start water pump and supply water, make water tank be filled with water to overflow situation, after stable, open variable valve slightly, and inject color water in experimental channel, make the color current in line.The laminar flow state of the movement observation in-pipe flow by the color water particle, then, progressively drive big variable valve, the hydraulic characteristic that laminar flow changes to turbulent flow is observed in variation by color water straight line, after treating complete turbulent flow to occur in the pipe, progressively turn down variable valve again, can be observed the hydraulic characteristic that changes laminar flow by turbulent flow into.
(2) measure critical Reynolds number, reproduce reynolds experiment overall process then.
A. measure the lower critical Reynolds number
Open variable valve, make in the pipe turbulent fully, progressively close control valve for small flows again, only permitted in the adjustment process to turn down, mustn't drive big flow control valve, and behind flow of every adjusting (promptly turning down valve one time), need wait to stablize a period of time and observe its form again, until making the color current just in line, show promptly by turbulent flow just to transfer laminar flow to that can record lower critical Reynolds numerical value this moment is between 2000~2300.And Reynolds the time to draw the lower critical Reynolds number that the garden pipe flows in experiment be 2320, reason is that the lower critical Reynolds number is not to have nothing to do with interference is absolute yet, it is that interference at environment is minimum that Reynolds experimentizes, water body before testing in the water tank just draws through the careful measurement of repeated multiple times under long stable case.And a large amount of experiments of descendant are difficult to repeat to draw the accurate numerical value of reynolds experiment, usually between 2000~2300 owing to be subjected to the environmental interference factor affecting.Therefore, from the engineering practicality, the garden pipe lower critical Reynolds number of introducing in the textbook generally is 2000.If it is too little to record Reynolds number, should drives valve and to turbulent flow, remeasure again.
B. measure and go up critical Reynolds number
Open water pump, behind the water tank overflow, crack variable valve makes and occurs laminar flow in the pipe, drives big variable valve gradually, notes, is only permitted out mustn't close minor valve greatly, treats that the color current just scatter, and shows by laminar flow just to transfer turbulent flow to that the critical NR of going up is promptly arranged.According to measuring, last critical Reynolds number measured value is within 3000~5000 scopes, and with the speed of operation, the turbulent fluctuation degree of water tank, and extraneous interference etc. is closely related.Relevant scholar has done a large amount of tests, have 12000, have 20000, have in addition 40000.In the actual current, interference always exists, and is underrange so go up critical Reynolds number, no practical significance.
Achievement is analyzed
(1) the fluidised form criterion adopts dimensionless group, and does not adopt critical flow velocity.
In the experiment of Reynolds before 1883, discovery garden pipe flows and exists two kinds of fluidised forms---laminar flow and turbulent flow, and exists the critical flow velocity υ that laminar flow is converted into turbulent flow
c', υ
c' relevant with the diameter d of the viscosity v of fluid, garden pipe, promptly
υ
c′=f(v,d)??????????????(3)
Therefore, in a broad sense, υ
c' can not be as the criterion of flowing state transition.
In order to differentiate fluidised form, Reynolds has been done a large amount of experiments to different tube diameters, different viscous liquid, has drawn with the criterion of dimensionless group (υ d/v) as pipe stream fluidised form.He has not only disclosed the rule of flowing state transition deeply, but also sets up the model with the research that experimentizes of the method for nondimensionalization for the descendant.Lei Liefa with non-dimension analysis can draw the dimensionless number that comes to the same thing with Reynolds number.
Can think that the funtcional relationship of formula (3) can represent with the product of index.Promptly
Wherein K is a certain dimensionless factor.
The dimension relation of formula (4) is
From the dimension harmony principle,
L:2α
1+α
2=1
T:α
1=-1
Simultaneous solution gets: α
1=1, α
2=-1.
With The above results, substitution formula (4),
Or
Whether the mensuration of K value has been finished in reynolds experiment, and be the checking of constant.The result obtains K=2320.So dimensionless number υ d/v has just become to be suitable for any caliber.The criterion of the flowing state transition of any Newtonian fluid.Because the contribution of Reynolds, υ d/v names and is Reynolds number.
Perfect along with the dimensional analysis theory utilizes dimensional analysis to draw dimensionless group, study the relation between a plurality of physical quantitys, become one of important means of experimental study now.
(2) laminar flow and difference such as the following table of turbulent flow aspect kinematics characteristic and dynamics:
| Kinematics characteristic | Dynamics |
Laminar flow | 1. particle is made laminar flow regularly.2. cross-sectional flow distributes parabolically.3. motion key element pulse free phenomenon. | 1. there is not mass transport between fluid layer.2. there is not momentum-exchange between fluid layer.3. the energy loss of unit mass is directly proportional with the first power of flow velocity. |
Turbulent flow | 1. random motion is done in the mutual blending of particle.2. cross-sectional flow is pressed index law cloth.3. irregular pulsation phenomenon takes place in motion key element. | 1. mass transport is arranged between fluid layer.2. there is momentum-exchange between fluid layer.3. the energy loss of unit mass becomes ratio with (1.75~2) power of flow velocity. |
(3) physical significance of Reynolds number.
Reynolds number can be seen the ratio of liquid stream inertial force and viscous force as.Be appreciated that this point can analyze from the dimension of inertial force and viscous force.
Wherein volume W is a characteristic length
L cube, i.e. [W]=[L]
3Acceleration
Dimension with recently the representing of the dimension of feature flow velocity and time, promptly
So the dimension of inertial force is
Viscous force
Wherein the dimension of area ω be characteristic length L square, i.e. [ω]=[L]
2, current gradient
Dimension available feature flow velocity and the expression recently of the dimension of characteristic length L, promptly
So the dimension of viscous force is
The ratio of inertial force and viscous force dimension is
The dimension of following formula is identical with the dimension of Reynolds number, and the characteristic length L in the formula represents with diameter d at Guan Liuzhong, then represents with the waterpower radius R in open channel.
By above analysis as can be known, Reynolds number can characterize the ratio of inertial force and viscous force.