Loading docs/EtsiTs103759AsrCam.md +2 −2 Original line number Diff line number Diff line Loading @@ -179,7 +179,7 @@ This is a complete set of observations for CAM. Application-specific backward (1) and the speedValue is greater than 3,000. (Usually, backward drives are far less than 50m long, and with maximum possible acceleration of 9 m/s<sup>2</sup> (see trigger conditions for LongAcc-ValueTooLarge), max attainable speed is $\sqrt{2*9*50}$ m/s, i.e., 3,000 cm/s.) speed is $`\sqrt{2*9*50}`$ m/s, i.e., 3,000 cm/s.) - `Speed-ChangeTooLarge`: The acceleration calculated from the change in speedValue of two consecutive CAMs meets the trigger conditions of Loading @@ -187,7 +187,7 @@ This is a complete set of observations for CAM. Application-specific - _SetMbObsEtsiOnlyLongAcc_: - `LongAcc-ValueTooLarge`: The longitudinalAcceleration is greater than 90 dm/s<sup>2</sup>. (Typical $\mu$ (coefficient of friction between asphalt and than 90 dm/s<sup>2</sup>. (Typical $`\mu`$ (coefficient of friction between asphalt and rubber) is 0.9, so maximum possible acceleration is 0.9*9.8 m/s<sup>2</sup>, i.e., 88.2 dm/s<sup>2</sup>.) ```asn1 Loading Loading
docs/EtsiTs103759AsrCam.md +2 −2 Original line number Diff line number Diff line Loading @@ -179,7 +179,7 @@ This is a complete set of observations for CAM. Application-specific backward (1) and the speedValue is greater than 3,000. (Usually, backward drives are far less than 50m long, and with maximum possible acceleration of 9 m/s<sup>2</sup> (see trigger conditions for LongAcc-ValueTooLarge), max attainable speed is $\sqrt{2*9*50}$ m/s, i.e., 3,000 cm/s.) speed is $`\sqrt{2*9*50}`$ m/s, i.e., 3,000 cm/s.) - `Speed-ChangeTooLarge`: The acceleration calculated from the change in speedValue of two consecutive CAMs meets the trigger conditions of Loading @@ -187,7 +187,7 @@ This is a complete set of observations for CAM. Application-specific - _SetMbObsEtsiOnlyLongAcc_: - `LongAcc-ValueTooLarge`: The longitudinalAcceleration is greater than 90 dm/s<sup>2</sup>. (Typical $\mu$ (coefficient of friction between asphalt and than 90 dm/s<sup>2</sup>. (Typical $`\mu`$ (coefficient of friction between asphalt and rubber) is 0.9, so maximum possible acceleration is 0.9*9.8 m/s<sup>2</sup>, i.e., 88.2 dm/s<sup>2</sup>.) ```asn1 Loading