A method for remotely closing downhole units on the surface of a rotary steerable system
A rotary steerable well shut-in technology, applied in directional drilling, drilling automatic control system, earthwork drilling and production, etc., can solve the problems that the rotary steerable system cannot realize self-protection and continuous operation, and affect the timeliness of drilling operations, etc., so as to improve the drilling efficiency. Operational timeliness, reduced frequency of tripping inspections, highly targeted effects
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Embodiment 1
[0030] A method for remotely closing a downhole unit on the ground of a rotary steerable system, comprising the following steps:
[0031] a. Assuming that the diversion ratio of the downlink device is k, the equivalent area of the water eye of the drill bit is s, the total displacement of the mud pump is Q, and the pressure of the standpipe before the down transmission device is started is P, and the pressure difference between the front and back of the water eye of the drill bit is calculated by formula 1 P 1 ;
[0032] P 1 =Q 2 ρ / 2μ 2 the s 2 Formula 1
[0033]Among them, Q is the total displacement of the mud pump, m 2 / s; μ is the flow coefficient, μ=0.63; s is the equivalent area of the drill bit water hole, m 2 ;P 1 is the pressure difference between the front and back of the water eye of the drill bit, unit Pa; ρ is the density of the fluid, Kg / m 3 ;
[0034] b. Calculate the run loss △P by formula 2;
[0035] △P=P-P 1 Formula 2
[0036] c. Calculate ...
Embodiment 2
[0043] A method for remotely closing a downhole unit on the ground of a rotary steerable system, comprising the following steps:
[0044] a. Assuming that the diversion ratio of the downlink device is k, the equivalent area of the water eye of the drill bit is s, the total displacement of the mud pump is Q, and the pressure of the standpipe before the down transmission device is started is P, and the pressure difference between the front and back of the water eye of the drill bit is calculated by formula 1 P 1 ;
[0045] P 1 =Q 2 ρ / 2μ 2 the s 2 Formula 1
[0046] Among them, Q is the total displacement of the mud pump, m 2 / s; μ is the flow coefficient, μ=0.63; s is the equivalent area of the drill bit water hole, m 2 ;P 1 is the pressure difference between the front and back of the water eye of the drill bit, unit Pa; ρ is the density of the fluid, Kg / m 3 ;
[0047] b. Calculate the run loss △P by formula 2;
[0048] △P=P-P 1 Formula 2
[0049] c. Calculate...
Embodiment 3
[0056] A method for remotely closing a downhole unit on the ground of a rotary steerable system, comprising the following steps:
[0057] a. Assuming that the diversion ratio of the downlink device is k, the equivalent area of the water eye of the drill bit is s, the total displacement of the mud pump is Q, and the pressure of the standpipe before the down transmission device is started is P, and the pressure difference between the front and back of the water eye of the drill bit is calculated by formula 1 P 1 ;
[0058] P 1 =Q 2 ρ / 2μ 2 the s 2 Formula 1
[0059] Among them, Q is the total displacement of the mud pump, m 2 / s; μ is the flow coefficient, μ=0.63; s is the equivalent area of the drill bit water hole, m 2 ;P 1 is the pressure difference between the front and back of the water eye of the drill bit, unit Pa; ρ is the density of the fluid, Kg / m 3 ;
[0060] b. Calculate the run loss △P by formula 2;
[0061] △P=P-P 1 Formula 2
[0062] c. Calculate...
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