The specific embodiment
Below the principle of the invention is done following explanation:
1. for parallel pipeline, the main line flow equals each arm flow sum, that is:
2. the drag losses of each bye-pass between A, B point equates, that is:
In the formula,
The equivalent length that comprises local resistance.Now getting two bye-pass structures commonly used analyzes:
Fig. 1 is the parallel pipeline system that is provided with two smooth bye-passes.When initial, bye-
pass 7 flows are
, the flow of bye-
pass 2 is
, make:
=
Concerning the smooth pipe system, after pipeline was determined, the drag losses of each bye-pass can be written as:
Adjust flow
Become
, each bye-pass feature remains unchanged simultaneously, and the drag losses of each bye-pass is so:
=
Formula with
Formula is divided by, and obtains:
Because bye-pass 7 is bigger with bye-pass 2 flow ratios, flow velocity difference is also very big.Usually, under vast scale flow situation, bye-pass 7 fluidised forms of big flow are turbulent flow, and bye-pass 2 fluidised forms of low discharge are laminar flow.
Coefficient of friction
Be reynolds number Re and relative roughness
Function, promptly
For Re<2000
Bye-pass 2, when fluidised form is laminar flow,
, with Reynolds number
Substitution
Shi Kede:
, for smooth bye-pass 1,
Influence can ignore, when fluidised form is turbulent flow,
In the scope, can adopt the Bai Laxiusi formula:
, will
Substitution
Shi Kede:
, will
,
The formula substitution
Shi Kede:
During changes in flow rate, keep constant, need make in order to keep each arm flow proportional
, promptly need to satisfy:
In fact, from
Formula as can be seen, and if only if
,
, promptly flow keeps constant
, it is constant that the flow proportional of each bye-pass could keep.
If adjustment flow
, and
, so,
, substitution
Shi Kede:
Initial each bye-pass flow proportional
, because
,
Be constant,
, order
, so
Flow is adjusted, made
, above-mentioned two formulas with
The formula simultaneous:
Analyze
Formula can find, when adjusting flow and increasing,
, two bye-pass velocity ratios
Less than the initial flow rate ratio
, two bye-pass flow-rate ratios
Less than the initial flow ratio
When the adjustment flow reduces,
, two bye-pass velocity ratios
Greater than the initial flow rate ratio
, two bye-pass flow-rate ratios
Greater than the initial flow ratio
We know by above analysis, and when the flow of each bye-pass differs bigger, when flow velocity differed also big, the Reynolds number of each bye-pass differed bigger, so the fluidised form of each bye-pass is different.As the fruit part bye-pass is turbulent flow, and the part bye-pass is when being laminar flow, and under the situation that occurs changing at flow, it is constant that the flow of each bye-pass can't keep, but change along with the variation of flow.
In main bye-pass, fluid flows with turbulence state, increases by one section vertically arranged V-arrangement pipe therein, in the cross-sectional area increase gradually from top to bottom of V-arrangement pipe.On V-arrangement tubular axis line, be provided with the axisymmetric body float of a solid shape, as shown in Figure 2 simultaneously.In the working face position of float, the fluid passage is the annular space cross section that V-arrangement pipe cross section deducts the float cross section.When fluid passes through the annular space C of V-arrangement pipe 5 and float 6 formation from bottom to top, the float upper and lower side produces differential pressure and forms the power that float rises, when the suffered climbing power of float when being immersed in the fluid float weight, float just rises, and the annular space area increases thereupon, and annular space place rate of flow of fluid descends immediately, float upper and lower side differential pressure reduces, the climbing power that acts on float is also along with minimizing, and when climbing power equaled to be immersed in the fluid float weight, float just was stabilized in a certain height.After V-arrangement pipe and float shape are determined, float in the V-arrangement pipe the position and the flow that passes through corresponding relation is arranged.
House steward's initial flow is
, float position exists
The place, bye-
pass 7 and 2 flow proportionals
Because the A pipe is in parallel with the B pipe, so the drag losses of each bye-pass between A, B point is:
The flow of adjusting bye-
pass 7 is
, fixedly float position exists
The place, the pipeline feature of each bye-pass does not change like this, bye-
pass 7 and 2 flow proportionals
The flow-rate ratio regular meeting of each bye-pass such as the situation of preceding surface analysis change with changes in flow rate at this moment, and its Changing Pattern satisfies
Formula institute revealed law.
Adjusting the bye-pass flow is
, unclamp float, allow float keep free floating.When
When flow increases, annular space place rate of flow of fluid increases, and float top and bottom institute pressure difference increases, the float come-up, the annular space area increases thereupon, annular space place rate of flow of fluid descends, and float top and bottom pressure reduction reduces, and the suffered buoyancy of float reduces, when climbing power equaled to be immersed in the fluid float weight, float was stabilized in
The place.In the V-arrangement pipe,
The place the annular space area greater than
Therefore the annular space area at place at the flow that keeps bye-
pass 7 is equally
Situation under, fluid is little than float fixedly the time through the drag losses of V-arrangement pipe, so the loss of bye-
pass 7 overall resistance also diminishes.Because
So bye-
pass 2 drag losseses also can diminish.Therefore, the flow velocity of bye-
pass 2 also can reduce, corresponding discharge
Also reduce.So, the relative fixed pipeline, when flow increased, bye-
pass 7 increased to some extent with the flow ratio of bye-pass 2.From here as can be seen, when flow increased, the come-up of float can compensate a part under fixing bye-pass situation in the V-arrangement pipe, the decline of bye-
pass 7 and bye-
pass 2 flow proportionals.
On the contrary, when flow reduced, the decline of float can be subdued a part under fixing bye-pass situation, the increase of bye-pass 7 and bye-pass 2 flow proportionals in the V-arrangement pipe.
The float that changes in flow rate causes in the V-arrangement passage lifting and the variation of the annular space area that causes directly has influence on the variation of each bye-pass flow proportional.
From above hydromechanical analysis as can be seen, the float that can move freely in suitable V-arrangement passage and the V-arrangement passage is set on the turbulent flow pipeline, the compensation partly or completely that each the bye-pass flow proportional that can accomplish changes in flow rate is caused changes, greatly stablize the flow proportional between each bye-pass, improve each bye-pass mixed-precision, even make that it is constant that the flow proportional between each bye-pass can keep under pressure that changes and flow.
More than analyzing is to carry out at plain tube, in fact, non-plain tube is also had similar effects.
The liquid self adaptation proportion mixer that the present invention proposes just is based on above-mentioned flow dynamics analysis realization, it is made up of main pipe rail, main line and bye-pass, wherein main line and bye-pass are connected in parallel, and main line has identical starting point and terminal point with bye-pass on main pipe rail.The bye-pass caliber is less and be provided with blender, is used for providing highly concentrated solution to main line.Main line is the main thoroughfare of fluid, and caliber is bigger, main line be provided with one section vertical install, up big and down small V-arrangement pipe, and in V-arrangement pipe runner, be provided with can be in fluid the float of free floating.The shape of V-arrangement pipe and the shape of float and quality are after system global structure typing, come by experiment to determine, with realization master, bye-pass mixed proportion compensation of error are expected.Preferably, regulate for convenience, on main line and bye-pass, be provided with throttle regulator.
The first embodiment of the present invention comprises water inlet manifold road 1, tells from main pipe rail as shown in Figure 3, main line 2 parallel with one another and bye-pass 7.Series connection is provided with throttle regulator 3 and the V-arrangement pipe 5 that has float 6 on the main line 2.Bye-pass 7 is provided with gas and water mixer 10 and throttle regulator 14.Be attached with resistance counting rate meter 19 with water spot on the main pipe rail.In the present embodiment, main pipe rail and main line all adopt 3/42PVC material smooth pipe.Bye-pass adopts the 6mm nylon hose.Main line is connected by reducing tee 18 with bye-pass.Throttle regulator 3 on the main line adopts the 3/4PVC ball valve, and purpose is to fall in order to produce suitable pressure on main line, for bye-pass provides power.In the present embodiment, the V-arrangement pipe 5 of band float 6 adopts the panel type suspended body flowmeter of lucite material, and the awl half-angle of V-arrangement pipe is about 2 °, V-arrangement length of pipe section 100mm, initial caliber 10mm, latter end caliber 18.5mm in the pipe.Float adopts 316 stainless steels, cylindrical structure, and the lower end is a cone, about 4 grams of quality.Throttle regulator 14 on the bye-pass 7 adopts 6mm stainless steel needle-valves, be used for accurately adjusting and the control bye-pass on flow.Gas and water mixer 10 on the bye-pass adopts the film dialysis apparatus.This device is provided with water inlet 8, delivery port 13 and air inlet 11 and exhaust outlet 9.In the present embodiment, CO2 gas enters film dialysis apparatus 10 by air inlet 11, and tail gas is by exhaust outlet 9 dischargings.Gas and water mixer inside is provided with membrane component 12, by membrane component 12 the gas and water mixer internal insulation is become gas phase and liquid phase.The CO2 gas permeation membrane component of gas phase end enters liquid phase, makes the deionized water of liquid phase end become the CO2 saturated solution of high concentration.The liquid phase end connects into seal channel by liquid inlet and outlet and bye-pass 7.The CO2 saturated solution accurately adjust by needle-valve 14 and the control flow after mix with deionized water in the main line by reducing tee interface 18, form the CO2 solution of specific concentrations, the CO2 concentration of this solution and the resistivity value of this solution have corresponding relation, the resistivity value that stable CO2 concentration is corresponding specific.
During operation, throttle regulator 3 apertures on the main line 2 are set to 95%, insert deionized water, and keeping initial flow is 4 liters/minute.The throttle regulator of slowly opening on the bye-pass 7 14 adopts needle-valve, and making the CO2 solution resistance rate on the main pipe rail 1 is 0.50MW * cm.Float in the flowmeter is stabilized in the position that is labeled as 4L/MIN at this moment.After adjusting water consumption and being 16 liters/minute, the float in the flowmeter is subjected to buoyancy and increases, on keep stable after floating to the position that is labeled as 16L/MIN, the overcurrent annular space area in the V-arrangement pipe increases, partial drop of pressure reduces.The resistivity value of the CO2 solution resistance counting rate meter mensuration on the main pipe rail 1 remains on 0.48MW * cm at this moment, compare the situation that resistivity value when float V-arrangement flowmeter for pipe is not set can float to 0.42MW * cm from 0.50 MW * cm, illustrate that the CO2 mixed-precision that adopts behind the present invention is greatly improved.
Second embodiment of the present invention comprises water inlet manifold road 1 as shown in Figure 4, main line 2 and bye-pass 7.Main line 2 is connected by threeway 18 with bye-pass 7 section starts, and is terminal then to be bye-pass 7 connect by the venturi nozzle blender 17 that is provided with on the main line.Blender 10 on the bye-pass adopts Pressure capsule formula hermetically sealed can, and the blender rear end is provided with adjustable throttling 16.Main line 2 adopts the PVC plain tube of nominal diameter 50mm, and V-arrangement pipe 5 adopts glass rotameter, and V-arrangement pipeline section 5 is about 260mm in the pipe, and the awl half-angle is about 2.5 °; Float 6 adopts the stainless steel disc rotor, heavily about 12 grams; Venturi nozzle blender 17 jet size 41mm, trunnion is of a size of 45mm.Bye-pass 7 adopts the pvc pipe of nominal diameter 12.5mm; 100 liters of Pressure capsule formula hermetically sealed can volumes, capsule is equipped with 70 liters of soups.
During operation, main pipe rail 1 inserts water under high pressure, and flow is 60 liters/minute.Import main line 2 and bye-pass 7 respectively by threeway 18.The water under high pressure of bye-pass enters tank body by the water inlet of Pressure capsule formula hermetically sealed can, pressure passes to the capsule 23 in the tank body, soup in the capsule is extruded, mix with water under high pressure in the main line by venturi nozzle blender 17, regulate adjustable throttling 16, make the foam liquid stoste that the aqueous solution forms 0.15% concentration that of spout 15.After adjusting person in charge flow was 120 liters/minute, the float in the float V-arrangement tubular type flowmeter was increased by buoyancy, the float come-up, annular space strengthens around the float, flow velocity descends, and the suffered buoyancy of float keeps being stabilized in reposition after the balance again, and the local pressure in the V-arrangement pipe falls and reduces at this moment.Detect the aqueous solution that of spout 15, its concentration remains on 0.16%, compares when float V-arrangement pipe is not set, and solution concentration floats under 0.25% the situation from 0.15%, adopts the solution mixed proportion precision behind the present invention significantly to improve.