Single-vector hydrophone passive positioning method based on array invariants
An array-invariant and passive positioning technology, applied in the field of single-vector hydrophone passive positioning based on array-invariant, can solve problems such as weak positioning method of dependence on prior knowledge of marine environment, and achieve the effect of reducing dependence
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specific Embodiment approach 1
[0042] Specific implementation mode one: combine figure 1 Illustrate this embodiment, a kind of single-vector hydrophone passive positioning method based on array invariant is specifically carried out according to the following steps:
[0043] Step 1. The sound pressure signal p(t) and the horizontal vibration velocity signal v received by the vector hydrophone r (t) Perform short-time Fourier transform to obtain the time-frequency distribution of sound pressure P(τ,f) and the time-frequency distribution of horizontal vibration velocity V r (τ,f);
[0044] Step 2. Using the time-frequency distribution P(τ, f) of the sound pressure and the time-frequency distribution V of the horizontal vibration velocity in the step 1 r (τ,f) to get the normal wave elevation angle Ambiguity plane with normal wave arrival time τ
[0045] Step 3. According to the normal wave pitch angle in step 2 Ambiguity plane with normal wave arrival time τ The method of array invariant is used to ...
specific Embodiment approach 2
[0046] Specific embodiment two: the difference between this embodiment and specific embodiment one is: the sound pressure signal p (t) and the horizontal vibration velocity signal v received by the vector hydrophone in the step one r (t) Perform short-time Fourier transform to obtain the time-frequency distribution of sound pressure P(τ,f) and the time-frequency distribution of horizontal vibration velocity V r (τ,f); the specific process is:
[0047] P ( τ , f ) = ∫ - ∞ + ∞ p ( t ) h ( t - τ ) e - j 2 π f t ...
specific Embodiment approach 3
[0053] Specific embodiment three: the difference between this embodiment and specific embodiment one or two is: the time-frequency distribution P(τ, f) of the sound pressure in the step one and the time-frequency distribution V of the horizontal vibration velocity are used in the second step r (τ,f) to get the normal wave elevation angle Ambiguity plane with normal wave arrival time τ The specific process is:
[0054] According to the normal wave theory, the sound pressure P(r,z,f) and the horizontal vibration velocity V in the vector sound field in the shallow sea waveguide r (r,z,f) is expressed as follows:
[0055] P ( r , z , f ) = j 2 π r e - j π 4 ...
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