CN204646152U - The linear drilling fluids outlet flow measurement mechanism of double arc-curve - Google Patents
The linear drilling fluids outlet flow measurement mechanism of double arc-curve Download PDFInfo
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- CN204646152U CN204646152U CN201520361860.8U CN201520361860U CN204646152U CN 204646152 U CN204646152 U CN 204646152U CN 201520361860 U CN201520361860 U CN 201520361860U CN 204646152 U CN204646152 U CN 204646152U
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Abstract
The utility model relates to the linear drilling fluids outlet flow measurement mechanism of double arc-curve, this double arc-curve linear drilling fluids outlet flow measurement mechanism is made up of Optical Liquid Level Sensors, linear pipeline, oviduct, sensor stand, data acquisition and pretreatment unit, client computer, the acoustic-optic alarm of returning out of double arc-curve, and the oviduct place of windowing connects that double arc-curve is linear returns out pipeline; The linear pipeline that returns out of double arc-curve is channel-shaped body, two side panels is respectively arranged an arc entity, and two arc entity correspondences arrange and form double arc-curve wireform solid; Sensor installation support above double arc-curve wireform solid original position, Optical Liquid Level Sensors is arranged on sensor stand; The horizontal span of double arc-curve wireform solid equals 5-7 doubly vertical wide, and indulges the 1/5-1/3 place that width position chooses horizontal span L, and shrinkage ratio is 0.55-0.65, and horizontal span is 1.5m.The present invention forms stable liquid level and even velocity of flow in measuring position, and accuracy of detection significantly improves.
Description
Technical field
The utility model relates to measures the technology that drilling fluid outlet returns outflow in well logging field, is specifically related to the linear drilling fluids outlet flow measurement mechanism of double arc-curve.
Background technology
If strata pressure is greater than drilling liquid pressure in well and will there will be formation fluid and invade the phenomenon of well in oil-gas resource drilling process, be called overflow, blowout will be caused even out of hand if dealt with improperly, cause pernicious security incident.The discovery early of overflow not only can avoid gas blowout accident with process, the more important thing is, can alleviate blowout and kill job to the injury of underground oil-gas Layer, so carry out early monitoring to overflow have extremely important effect.
What the feature showed when oil gas generation overflow can be observed on the ground arrives, and main performance has the following aspects:
1. in the process of drilling well, drilling fluid is exactly one of main manifestations situation when well head returns out, if when not having drilling fluid, the volume of the drilling fluid in drilling fluid pot has certain growth, out-of-work time, also can there is excessive situation in drilling fluid.
2. when trip-out, the amount of the drilling fluid in drilling well can be less than the amount of diverting oneself from loneliness or boredom of drilling tool, the fluid on stratum will be made like this to flow in the middle of in well, the phenomenon of overflow at this time will occur.
3. lower brill and cased time, if the liquid measure of the drilling well returned out than bore row's amount of diving of having large time, the situation of overflow can be there is too.
ground overflow detection technique current situation and existing problems
The method of drilling well overflow or well kick that judges has a lot, and it is mud pit level monitoring method and mud flow rate difference method that current domestic situ of drilling well applies maximum monitoring methods.
(1) mud pit level monitoring method
This overflow detection method uses the most general at present.By observing or measure liquid level change in drilling fluid mud pit, the method estimates that total amount of liquid increases and decreases, judged whether that formation fluid invades.But the method is found from overflowing to, the time has necessarily delayed, have a strong impact on certainty of measurement and overflow pre-warning time, main cause has:
1. when spillway discharge is smaller, the change of mud pit liquid level is not obvious
For ensureing the drilling fluid consumption of different drilling phase, the drilling fluid pot volume of usual drilling team is larger, there is certain volume safe clearance, but this detects the trouble bringing monitoring to overflow, because drilling fluid pot floor space is comparatively large, overflow initial stage spillway discharge is less, causes drilling liquid height change and not obvious, so be difficult to early detection overflow and early warning, thus formation is failed to report.
2. in drilling fluid pot, agitator rotation causes liquid fluctuating
For ensureing the physical and chemical performance of drilling fluid own, prevent cutting carring from depositing, in mud pit, drilling fluid needs timing agitation, and some heavy duty service clear stipulaties needs uninterruptedly stir for 24 hours, which results in drilling fluid mud pit level unstable, cause instrument or artificial observation to produce error, false alarm situation takes place frequently.
(2) mud flow rate difference method
The method is measured or is calculated to pump in well and judges whether to occur overflow or leakage with the drilling well liquid measure difference recycling well, if difference is for just to illustrate having overflow to occur, difference is that negative explanation may have leakage to occur.Pumping into drilling fluid displacement in well because of strokes per minute metering is easy to, so drilling fluid into well amount easily obtains, but returns outflow measurement and has certain difficulty, mainly contain following problem:
1. drilling fluid must be full of effuser line and be formed with pressure pipe road
Even if drilling fluid returns out pipeline application pipe, in pipe, drilling fluid must be full of whole pipeline, with certain pressure when making flowing, free surface can not be had in other words in pipe, this is determined by the operating principle of electromagnetic flowmeter or coriolis mass flowmeters, but due to difference, to creep into the drilling fluid displacement difference of stage application huge in whole drilling process, so to be difficult to ensure in whole drilling process that drilling fluid is full of all the time to return out pipeline.
2. non-have wetted perimeter section area unsteady velocity in pressure pipe road uneven
The rectangle of drilling team's application returns out length of pipeline very large flexibility, drilling liquid flow becomes bottom horizontal flow sheet from perpendicular flow when oviduct is windowed, oviduct flows very unstable near windowing, velocity flow profile is uneven, the drilling fluid wetted perimeter section area extremely unstable causing oviduct to window neighbouring.Fluid drilling liquid flow to when returning out end of line due to Action of Gravity Field, wetted perimeter section area will diminish, and that is drilling fluid soaks the height of rectangular channel is change along journey, and this brings huge difficulty also to the accuracy of measuring flow.
Summary of the invention
The purpose of this utility model is to provide the linear drilling fluids outlet flow measurement mechanism of double arc-curve, and this double arc-curve linear drilling fluids outlet flow measurement mechanism measures inaccurate and that precision is not high problem for solving existing drilling fluids outlet flow.
The utility model solves the technical scheme that its technical problem adopts: this double arc-curve linear drilling fluids outlet flow measurement mechanism is made up of Optical Liquid Level Sensors, linear pipeline, oviduct, sensor stand, data acquisition and pretreatment unit, client computer, the acoustic-optic alarm of returning out of double arc-curve, and the oviduct place of windowing connects that double arc-curve is linear returns out pipeline; The linear channel-shaped body returning out pipeline and surrounded by base plate, front panel, two side panels of double arc-curve, the end of channel-shaped body is open, two side panels is respectively arranged an arc entity, and two arc entity correspondences arrange and form double arc-curve wireform solid; 20 ~ 30cm place sensor installation support above double arc-curve wireform solid original position, Optical Liquid Level Sensors is arranged on sensor stand; The horizontal span of double arc-curve wireform solid
lequal 5-7 times vertical wide
p, and vertical wide
pposition is chosen at inflow direction horizontal span
l1/5-1/3 place of length, vertical wide
pfor the width of single arc entity projection the widest part, horizontal span
lthe length of double arc-curve wireform solid, shrinkage ratio
εselection range is 0.55-0.65, horizontal span
lfor 1.5m,
ε=B c /
b,
b c for aditus laryngis width, aditus laryngis width is the distance between two arc entity projection the widest part,
bfor returning out pipeline width.
Returning out pipeline width in such scheme is 0.5-0.6m, and now the most stablizing effect of critical flow state is best.
The utility model has following beneficial effect:
1, creatively by drilling fluid, the liquid level returned out in pipeline combines with drilling fluid return flow the utility model, utilize Venturi tube principle to return out in pipeline at drilling fluid and increase a pair of arc curved configuration entity, the flowing returning out drilling fluid is made to become jet flow, stable liquid level and even velocity of flow is formed in measuring position, thus outflow is returned in calculating, be break through the great technology exploration of of current overflow earlier detection bottleneck, efficiently solve the problem of Transport of Drilling Cutting In A deposition simultaneously.
2, the utility model does not need to be formed with hydraulic circuit, well site existing weaponry and equipment need not be changed in applying at the scene simultaneously, conventional drilling equipment is improved a little and just can realize difference in flow method overflow detection, pre-warning time significantly shifts to an earlier date compared with drilling fluid pot level sensing method, accuracy of detection significantly improves, whether Prevention of blowout accident occurs effectively, also can monitor leakage and occur while this utility model detects overflow in real time.
3, the high-precision optical liquid level sensor that the utility model is selected is arranged on that double arc-curve is linear to return out in pipeline 20-30cm above certain constant cross-section liquid level, makes it it and contact with drilling fluid, thus avoid the impact of consolidating relative accuracy in drilling fluid.
4, in the utility model computer software measurement model, the final Mathematical Modeling returned considers the impact that temperature, drilling fluid rheology etc. distribute on wetted perimeter cross sectional flow rate, and data fitting precision is higher, measurement result and actual flow velocity error relatively little.
Accompanying drawing explanation
Fig. 1 is the schematic diagram of the linear drilling fluids outlet flow measurement mechanism of double arc-curve in the utility model
Fig. 2 is the linear top view returning out pipeline of double arc-curve in the utility model;
Fig. 3 is A-A sectional drawing in Fig. 2;
Fig. 4 is the FB(flow block) of measuring method in the utility model.
In figure: 1 double arc-curve is linear to be returned out pipeline 2 sensor stand 3 Optical Liquid Level Sensors 4 double arc-curve wireform solid 5 and return out drilling liquid 6 data acquisition and pretreatment unit 7 client computer 8 audible-visual alarm lamp 9 kelly bar 10 rig floor plane 11 oviduct 12 annular preventer 13 horn mouth in pipeline and window.
Detailed description of the invention
Below the utility model is further described:
As shown in Figure 1, the linear drilling fluids outlet flow measurement mechanism of this double arc-curve is by Optical Liquid Level Sensors 3, double arc-curve is linear returns out pipeline 1, oviduct 11, sensor stand 2, data acquisition and pretreatment unit 6, client computer 7, acoustic-optic alarm forms, acoustic-optic alarm is audible-visual alarm lamp 8, at oil drilling on-the-spot drilling fluid open type circulation time, return outflow measurement mostly to be and to arrange oviduct 11 and annular preventer 12 at well head place, oviduct 11 and annular preventer 12 are below rig floor plane 10, kelly bar 9 passes from oviduct 11, double arc-curve is linear return out pipeline 1 namely drilling fluid return out pipeline, double arc-curve is linear, and to return out drilling liquid 5 in pipeline 1 are free surfaces, oviduct 13 places of windowing connect that double arc-curve is linear returns out pipeline, double arc-curve is linear to be returned out pipeline and oviduct and windows and 13 to communicate.Shown in composition graphs 2, Fig. 3, the linear channel-shaped body returning out pipeline 1 and surrounded by base plate, front panel, two side panels of double arc-curve, the end of channel-shaped body is open, two side panels are respectively arranged an arc entity, two arc entity correspondences arrange and form double arc-curve wireform solid 4, front panel has hole, and double arc-curve is linear to be returned out pipeline and oviduct and window and 13 to be communicated by this hole; 20 ~ 30cm place sensor installation support 2 above double arc-curve wireform solid 4 original position, Optical Liquid Level Sensors 3 is arranged on sensor stand 2; The horizontal span of hyperbola entity 4
lequal 5-7 times vertical wide
p, and vertical wide
pposition is chosen at inflow direction horizontal span
l1/5-1/3 place of length, vertical wide
pfor the width of single arc entity projection the widest part, the horizontal span of double arc-curve wireform solid
lthe length of entity.
According to Venturi tube principle, current are when the pipeline by there being local contraction, and can produce flow velocity increases and pressure reduction.So select suitable discharge site to build special entity structure returning out on pipeline, make it to form contraction section.When line upstream current are in unhurried current state, the contraction of pipeline can cause the water surface in the decline of contraction section.As long as pipeline is retracted to a certain degree, so that enough drops in water surface can be caused, just can form critical flow in water gaging flow channel section, the variation of such level of tail water in a big way can not have influence on upper pond level, and returning fluid's flow will form the stage discharge relation of the single stable do not affected by downstream flow condition.By return out pipeline flow only with return out the physical dimension of pipeline and contraction section before the depth of water relevant, namely when contraction structure size one timing returning out pipeline, the line upstream depth of water is returned out as long as measure, just can by the monotropic function relation of stage-discharge, obtain corresponding drilling fluid return flow, thus reach the object of monitoring flow.
In order to guaranteed discharge crystal degree, and make Yong Shui and head loss reach minimum, return out in pipeline and need contraction section reasonable in design, the biarc curve entity structure both in the utility model.The width that biarc curve entity projection obtains extreme value place is defined as vertical wide
p, vertical wide
pit is the important parameter controlling pipeline water level.Return out the aditus laryngis width of pipeline
b c be defined as the venturi width in above-mentioned extreme value obtaining portion, thus calculate the shrinkage ratio returning out pipeline.Shrinkage ratio is defined as aditus laryngis width
b c with return out pipeline width
bratio, namely
ε=B c /
b.As shown in Figure 2, vertical wide, aditus laryngis width, the pass returned out between pipeline width are:
b=2
p+
b c .Shrinkage ratio is too small, then return out pipeline and measurement current cannot be made to reach critical flow state, cause upstream cannot form stable liquid level; Shrinkage ratio is excessive, then return out Yong Shui in pipeline serious, and drilling fluid returns out pipeline discharge capacity to be reduced, and does not meet drilling engineering operating condition.In conjunction with situ of drilling well data and laboratory simulation numerical value, shrinkage ratio
εgeneral selected scope is 0.55-0.65, returns out pipeline width
bfor the most stablizing effect of critical flow state during 0.5-0.6m is best.The horizontal span of double arc-curve wireform solid 4
lit is the key factor ensureing that the liquid level of critical flow section in contraction section is up to the standard.Horizontal span
ltoo short, then current are turbulent fluctuation shape, can not meet it and form the requirement of stablizing liquid level; Horizontal span
llong, then can increase frictional resistance effect, cause and return out head loss increase in pipeline.So the utility model chooses the horizontal span of hyperbola entity 4
lequal 5-7 times vertical wide
p, and vertical wide
pposition is chosen at inflow direction horizontal span
l1/5-1/3 place of length, returns output in conjunction with drilling fluid in actual well drilled process, gets horizontal span
lfor 1.5m, effectively can meet according to above-mentioned design parameters relation and form stable liquid level thus obtain drilling fluid accurately and return output returning out pipeline survey position, and Yong Shui degree and head loss are reduced, well drilling detritus sedimentation alluvial not easily occurs simultaneously.
Consult Fig. 4, the measuring method of this double arc-curve linear drilling fluids outlet flow measurement mechanism is returned out the stable liquid level that formed in pipeline by Real-Time Monitoring double arc-curve is linear and obtains drilling fluid return flow further, specific as follows:
Step one, high-precision optical liquid level sensor 3 is arranged on and returns out in pipeline 20 ~ 30cm place above double arc-curve wireform solid 4 start position;
In step 2, step one, high-precision optical liquid level sensor 3 is measured in real time and is returned out wetted perimeter cross section liquid level in pipeline, and exports simulation auxiliary variable signal to data acquisition and pretreatment unit 6;
The survey data that step 3, data acquisition and pretreatment unit 6 Real-time Collection pretreatment obtain from step 2, subsequently in conjunction with auxiliary variable input client computer 7;
Step 4, client computer 7 calculate drilling fluids outlet flow Q value.
Claims (2)
1. the linear drilling fluids outlet flow measurement mechanism of double arc-curve, it is characterized in that: this double arc-curve linear drilling fluids outlet flow measurement mechanism is made up of Optical Liquid Level Sensors (3), linear pipeline (1), oviduct (11), sensor stand (2), data acquisition and pretreatment unit (6), client computer (7), the acoustic-optic alarm of returning out of double arc-curve, oviduct is windowed (13) place connects that double arc-curve is linear returns out pipeline (1); The linear channel-shaped body returning out pipeline (1) and surrounded by base plate, front panel, two side panels of double arc-curve, the end of channel-shaped body is open, two side panels is respectively arranged an arc entity, and two arc entity correspondences arrange and form double arc-curve wireform solid (4); 20 ~ 30cm place sensor installation support (2) above double arc-curve wireform solid (4) original position, Optical Liquid Level Sensors (3) is arranged on sensor stand (2); The horizontal span of double arc-curve wireform solid (4)
lequal 5-7 times vertical wide
p, and vertical wide
pposition is chosen at inflow direction horizontal span
l1/5-1/3 place of length, vertical wide
pfor the width of single arc entity projection the widest part, horizontal span
lthe length of double arc-curve wireform solid (4), shrinkage ratio
εselection range is 0.55-0.65, horizontal span
lfor 1.5m,
ε=B c /
b,
b c for aditus laryngis width, aditus laryngis width is the distance between two arc entity projection the widest part,
bpipeline (1) width is returned out for double arc-curve is linear.
2. the linear drilling fluids outlet flow measurement mechanism of double arc-curve according to claim 1, is characterized in that: linear pipeline (1) width that returns out of described double arc-curve is 0.5-0.6m.
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105114019A (en) * | 2015-05-29 | 2015-12-02 | 东北石油大学 | Double-arc curvilinear drilling fluid outlet flow measuring device and method |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105114019A (en) * | 2015-05-29 | 2015-12-02 | 东北石油大学 | Double-arc curvilinear drilling fluid outlet flow measuring device and method |
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|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20150916 Termination date: 20160529 |