Loading docs/EtsiTs103759AsrCam.md +2 −2 Original line number Original line 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 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 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 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 - `Speed-ChangeTooLarge`: The acceleration calculated from the change in speedValue of two consecutive CAMs meets the trigger conditions of 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_: - _SetMbObsEtsiOnlyLongAcc_: - `LongAcc-ValueTooLarge`: The longitudinalAcceleration is greater - `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., 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>.) 88.2 dm/s<sup>2</sup>.) ```asn1 ```asn1 Loading Loading
docs/EtsiTs103759AsrCam.md +2 −2 Original line number Original line 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 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 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 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 - `Speed-ChangeTooLarge`: The acceleration calculated from the change in speedValue of two consecutive CAMs meets the trigger conditions of 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_: - _SetMbObsEtsiOnlyLongAcc_: - `LongAcc-ValueTooLarge`: The longitudinalAcceleration is greater - `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., 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>.) 88.2 dm/s<sup>2</sup>.) ```asn1 ```asn1 Loading
