JPH06162387A - Traffic volume measuring instrument - Google Patents

Traffic volume measuring instrument

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Publication number
JPH06162387A
JPH06162387A JP30738892A JP30738892A JPH06162387A JP H06162387 A JPH06162387 A JP H06162387A JP 30738892 A JP30738892 A JP 30738892A JP 30738892 A JP30738892 A JP 30738892A JP H06162387 A JPH06162387 A JP H06162387A
Authority
JP
Japan
Prior art keywords
vehicle
average
speed
measurement
point
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
JP30738892A
Other languages
Japanese (ja)
Other versions
JP3049974B2 (en
Inventor
Kyoichi Kitagawa
恭一 北川
Shinichi Nakao
慎一 中尾
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Omron Corp
Original Assignee
Omron Corp
Omron Tateisi Electronics Co
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Omron Corp, Omron Tateisi Electronics Co filed Critical Omron Corp
Priority to JP4307388A priority Critical patent/JP3049974B2/en
Publication of JPH06162387A publication Critical patent/JPH06162387A/en
Application granted granted Critical
Publication of JP3049974B2 publication Critical patent/JP3049974B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

PURPOSE:To provide the traffic volume measuring instrument which can accurately measure the average speed of a vehicle despite of an inexpensive constitution. CONSTITUTION:This instrument is provided with existence detecting sensors S1 to S9 which are installed at plural measurement points and measure the time required for passage of each vehicle, a speed measuring sensor S10 which is installed at a measurement point 5 and measures the running speed of each vehicle, an average speed calculating part 1 which calculates the average speed of the vehicle at each measurement point at intervals of a measurement unit time basing on a preliminarily determined average vehicle length L and outputs of existence detecting sensors S1 to S9, and a correction part 1 which corrects the value of the average vehicle length L at every correction interval time basing on the output of the speed measuring sensor S10 and the output of the existence detecting sensor S5.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】この発明は、存在検知型センサの
出力に基づいて、計測単位時間毎の交通量、車両が道路
を占有している時間占有率、車両の平均速度などを計測
する交通量計測装置に関し、特に、速度計測型センサを
数多く用いることなく、車両の平均車長を必要に応じて
補正して、より正確に車両平均速度を計測することので
きる交通量計測装置に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to traffic for measuring the traffic volume per measurement unit time, the time occupation rate of a vehicle occupying a road, the average speed of the vehicle, etc., based on the output of a presence detection type sensor. The present invention relates to a traffic volume measuring device, and more particularly, to a traffic volume measuring device capable of correcting an average vehicle length of a vehicle as necessary and measuring a vehicle average velocity more accurately without using many speed measurement type sensors.

【0002】[0002]

【従来の技術】道路上を走行する車両の交通量を計測す
るには、従来より存在検知型センサを利用していた。図
5は、この存在検知型センサ21による車両検知領域d
〔m〕と道路上を走行する車両22との関係を図示した
ものである。車両22は、図5の左から右に向かって走
行しており、車両の先頭部分が検知領域に達すると検知
信号が立ち上がり、車両が検知領域を通過し終わると検
知信号が立ち下がる。
2. Description of the Related Art In order to measure the traffic volume of a vehicle traveling on a road, a presence detecting sensor has been conventionally used. FIG. 5 shows a vehicle detection area d by the presence detection type sensor 21.
The relationship between [m] and the vehicle 22 traveling on the road is illustrated. The vehicle 22 is traveling from the left to the right in FIG. 5, and the detection signal rises when the leading portion of the vehicle reaches the detection area, and falls when the vehicle finishes passing through the detection area.

【0003】かかる検知信号について、計測単位時間に
わたって検知信号数を計数すると車両の走行台数が把握
され、また、検知信号のON時間tの総和などに基づい
て時間占有率が把握される。一方、各車両の速度Vは、
予め決定されている平均車長L〔m〕と、検知領域d
〔m〕と、検知ON時間t〔mS〕とに基づいて、(式
1)のように算出される。V=3600×(L+d)/
t 〔Km/h〕……(式1) また、計測単位時間について車両の平均速度VH は、 VH =3600×(L+d)×N/(t1 +t2 +t3 +……+tN ) 〔Km/h〕……(式2) と算出される。ここで、Nは計測単位時間当たりの交通
量であり、ti 〔mS〕はi台目の車両についての検知
ON時間である。
With respect to such a detection signal, when the number of detection signals is counted over the measurement unit time, the number of running vehicles is grasped, and the time occupancy is grasped on the basis of the total ON time t of the detection signals. On the other hand, the speed V of each vehicle is
The predetermined average vehicle length L [m] and the detection area d
Based on [m] and the detection ON time t [ms], it is calculated as in (Equation 1). V = 3600 × (L + d) /
t [Km / h] (Equation 1) Further, the average speed V H of the vehicle per measurement unit time is V H = 3600 × (L + d) × N / (t 1 + t 2 + t 3 + ... + t N ). [Km / h] ... (Equation 2) is calculated. Here, N is the traffic volume per measurement unit time, and t i [mS] is the detection ON time for the i-th vehicle.

【0004】[0004]

【発明が解決しようとする課題】しかしながら、従来の
交通量計測装置の場合、車両の平均車長L〔m〕は固定
値であるので、実際の計測対象地点における大型車の比
率が、予定した比率と異なった場合には、算出される平
均速度の計測誤差となるという問題点がある。ここで、
例えば、曜日ごとに大型車の比率を考慮して平均車長L
を可変にすることはできるが、この場合も平均車長が固
定値であることには変わりがなく、対策として不十分で
ある。
However, in the case of the conventional traffic volume measuring device, since the average vehicle length L [m] of the vehicle is a fixed value, the ratio of large vehicles at the actual measurement target point is planned. If the ratio is different from the ratio, there is a problem that it causes a measurement error of the calculated average speed. here,
For example, the average vehicle length L considering the ratio of large vehicles for each day of the week
Can be made variable, but in this case as well, the average vehicle length remains a fixed value, which is insufficient as a countermeasure.

【0005】一方、存在検知型センサの他に、それぞれ
の場所に速度計測型センサを設置することもできるが、
それでは機器費が高騰することになるので妥当でない。
この発明は、この問題点に着目してなされたものであっ
て、安価な構成でありながら、より正確に車両の平均速
度を計測することのできる交通量計測装置を提供するこ
とを目的とする。
On the other hand, in addition to the presence detection type sensor, a speed measurement type sensor can be installed at each place.
This is not appropriate as it will increase the equipment cost.
The present invention has been made in view of this problem, and an object of the present invention is to provide a traffic volume measuring device that is capable of more accurately measuring the average speed of a vehicle while having an inexpensive configuration. .

【0006】[0006]

【課題を解決するための手段】上記の目的を達成する
為、この発明に係る交通量計測装置は、複数の計測地
点に設置され、各車両が通過するに要する時間を各地点
ごとに計測する存在検知型センサと、上記計測地点中
の少なくとも一か所に設置され、各車両の走行速度を計
測する速度計測型センサと、予め定める平均車長と前
記存在検知型センサの各出力とに基づいて、計測単位時
間ごとに、各計測地点での車両平均速度を算出する平均
速度算出手段と、前記速度計測型センサの出力と、そ
の地点における前記存在検知型センサの出力とに基づい
て、補正間隔時間ごとに前記平均車長の値を補正する補
正手段とを特徴的に備えている。
In order to achieve the above object, a traffic volume measuring device according to the present invention is installed at a plurality of measurement points and measures the time required for each vehicle to pass through each point. Based on a presence detection sensor, a speed measurement sensor installed in at least one of the above measurement points to measure the traveling speed of each vehicle, a predetermined average vehicle length and each output of the presence detection sensor Then, based on the average speed calculation means for calculating the vehicle average speed at each measurement point for each measurement unit time, the output of the speed measurement type sensor, and the output of the presence detection type sensor at that point, correction is made. It is characteristically provided with a correction means for correcting the value of the average vehicle length for each interval time.

【0007】[0007]

【作用】 存在検知型センサは、複数の計測地点に設置され、各
車両が通過するに要する時間tj(i)を各地点iごとに計
測する。 速度計測型センサは、上記計測地点中の少なくとも一
か所jに設置され、各車両の走行速度を計測する。
The presence detection type sensor is installed at a plurality of measurement points, and measures the time t j (i) required for each vehicle to pass at each point i. The speed measurement type sensor is installed in at least one place j among the above measurement points and measures the traveling speed of each vehicle.

【0008】平均速度算出手段は、予め定める平均車
長Lと前記存在検知型センサの各出力とに基づいて、計
測単位時間ごとに、各計測地点での車両平均速度VH(i)
を算出する。算出方法は任意であるが、例えば、計測時
間内におけるtj(i)の総和T (i) と通過車両台数N(i)
とに基づいて、計測地点iでの車両平均速度VH(i)を算
出すれば良い。
The average speed calculation means is a predetermined average vehicle.
Based on the length L and each output of the presence detection type sensor,
Vehicle average speed V at each measurement point for each measurement unit timeH (i)
To calculate. The calculation method is arbitrary, but for example, during measurement
T withinj (i)Sum of T (i)And the number of passing vehicles N(i)
Based on and, the vehicle average speed V at the measurement point iH (i)Calculate
You can put it out.

【0009】補正手段は、補正間隔時間ごとに動作し
て、前記平均車長Lの値を補正する。具体的な補正方法
は、特に限定されないが、例えば、前記速度計測型セン
サの出力に基づいて車両の平均速度VSを求め、この平
均速度VSと、前記平均速度算出手段の算出結果である
当該地点jでの車両平均速度VH(j)とを比較して両者が
一致するように平均車長Lの値を補正すれば良い。
The correction means operates every correction interval time to correct the value of the average vehicle length L. The specific correction method is not particularly limited, but for example, the average speed VS of the vehicle is obtained based on the output of the speed measurement sensor, and the average speed VS and the point that is the calculation result of the average speed calculation means. The average vehicle length L may be corrected by comparing the vehicle average speed V H (j) at j .

【0010】このように、この発明では、補正間隔時間
ごとに平均車長Lが補正されるので、算出される車両平
均速度VH(i)は、その精度が高い。つまり、大型車と小
型車の比率などが変化しても、その変化に対応して平均
車長Lの値が変わるので、各計測地点では、より正確な
車両平均速度VH(i)を算出することができる。
As described above, according to the present invention, the average vehicle length L is corrected every correction interval time, and therefore the calculated vehicle average speed V H (i) has high accuracy. That is, even if the ratio between the large-sized vehicle and the small-sized vehicle changes, the value of the average vehicle length L changes in accordance with the change, so that a more accurate vehicle average speed V H (i) is calculated at each measurement point. be able to.

【0011】[0011]

【実施例】以下、実施例に基づいて、この発明を更に詳
細に説明する。図1は、この発明の一実施例である交通
量計測装置を示すブロック図である。この装置は、地点
1〜地点9に設置される存在検知型センサS1 〜S
9 と、地点5に設置される速度計測型センサS10と、各
センサS1 〜S10の出力を受けて後述する演算によって
各地点iの車両平均速度VH(i)を算出する平均速度演算
部1などで構成されている。交通量計測装置としては、
他に交通量や時間占有率を算出する部分、及び、交通状
況を表示する部分などが存在するが、これらについては
従来装置と同様であるので説明を省略する。
The present invention will be described in more detail based on the following examples. FIG. 1 is a block diagram showing a traffic volume measuring apparatus according to an embodiment of the present invention. This device includes presence detection type sensors S 1 to S installed at points 1 to 9.
9 , an average speed for calculating the vehicle average speed V H (i) at each point i by the output of each of the speed measurement type sensor S 10 installed at the point 5 and the sensors S 1 to S 10 and the calculation described later. The calculation unit 1 and the like are included. As a traffic measurement device,
Besides, there are a part for calculating the traffic volume and the time occupancy rate, and a part for displaying the traffic condition. However, since these are the same as the conventional device, the description thereof is omitted.

【0012】図2は、各センサS1 〜S10の設置場所を
図示したものであり、存在検知型センサS1 〜S9 の設
置間隔がL〔m〕であり、計測区間が8×L〔m〕であ
ることを示している。そして地点5は、この計測区間8
×Lの代表的な地点(例えば計測中間地点)であるの
で、速度計測型センサS10を配置している。なお、既設
のものがあればそれを流用する。
FIG. 2 shows the installation locations of the respective sensors S 1 to S 10. The installation intervals of the presence detection type sensors S 1 to S 9 are L [m], and the measurement section is 8 × L. [M] is shown. And the point 5 is this measurement section 8
Since it is a representative point (for example, a measurement intermediate point) of × L, the speed measurement sensor S 10 is arranged. If there is an existing one, use it.

【0013】図1において、存在検知信号は、車両がセ
ンサの検知領域に達してから検知領域を通過し終わるま
での間、Hレベルを維持する信号である(図5参照)。
また、速度検知信号は、走行車両の速度に比例してON
時間が変化する信号であるか、或いは、ダブルセンサか
らの速度情報を含んだ信号である。次に、図1の構成か
らなる交通量計測装置について、走行車両の平均車長L
を補正する手順や、車両の平均速度VH(i)を算出する手
順を説明する(図3など参照)。
In FIG. 1, the presence detection signal is a signal that maintains the H level from when the vehicle reaches the detection area of the sensor until when the vehicle finishes passing through the detection area (see FIG. 5).
Also, the speed detection signal is turned on in proportion to the speed of the traveling vehicle.
It is a signal that changes in time or a signal that includes speed information from the double sensor. Next, regarding the traffic volume measuring device configured as shown in FIG. 1, the average vehicle length L of the traveling vehicle is
Will be described and a procedure for calculating the average speed V H (i) of the vehicle will be described (see FIG. 3, etc.).

【0014】平均速度演算部1は、サンプリング時間ご
とに(例えば20mS)、存在検知センサSi (i=1
〜9)の出力である存在検知信号を取り込み、検知ON
時間tj(i)(図5参照)などを計測し、通過車両の台数
(i) や検知ON時間tj(i)の総和T(i) を各地点iご
とに求めてゆく。また、地点5では、速度計測型センサ
10の出力に基づいて各車両の走行速度を求めてゆく。
The average speed calculation unit 1 detects the presence detection sensor S i (i = 1) at every sampling time (for example, 20 mS).
~ 9) Output the presence detection signal and detect ON
The time t j (i) (see FIG. 5) and the like are measured, and the total number T (i) of passing vehicles N (i) and detection ON time t j (i) is calculated for each point i. Further, at the point 5, the traveling speed of each vehicle is calculated based on the output of the speed measurement sensor S 10 .

【0015】そして、計測単位時間(例えば5分)に達
すると、平均速度演算部1は、各地点i(iは1〜9)
における走行車両の総和N(i) と、検知ON時間の総和
(i ) =t1(i)+t2(i)+……+tj(i)+……とに基づ
いて、各地点i毎に平均速度VH(i)を算出する(図3の
ステップST1〜ステップST4参照)。つまり、i地
点における平均速度VH(i)は、 VH(i)=(L+d)×N(i) ×3600/T(i) ……(式3) であり、(式3)に基づいて地点1から地点9における
平均速度VH(i)を求めてゆく。尚、dは検知領域〔m〕
であり、Lは平均車長〔m〕であるが、最初の計算で
は、平均車長Lに初期値L0 を用いる。
Then, when the measurement unit time (for example, 5 minutes) is reached, the average speed calculator 1 determines each point i (i is 1 to 9).
Each point i based on the total sum N (i) of the traveling vehicles in T and the total sum T (i ) = t 1 (i) + t 2 (i) + ... + t j (i) + ... The average speed VH (i) is calculated for each (see steps ST1 to ST4 in FIG. 3). That is, the average velocity V H (i) at the point i is V H (i) = (L + d) × N (i) × 3600 / T (i) (Equation 3), and based on (Equation 3) Then, the average velocity V H (i) at the points 1 to 9 is calculated. In addition, d is a detection area [m]
And L is the average vehicle length [m], but the initial value L 0 is used for the average vehicle length L in the first calculation.

【0016】次に、平均速度演算部1は、速度計測型セ
ンサS10の出力に基づいて算出される地点5での車両平
均速度VS(5) を用いて、(式4)により平均車長+検
知領域の値L+dを補正する(ステップST5)。 L+d=VS(5) ×T(5) /(N(5) ×3600)……(式4) なお、T(5) は地点5における検知ON時間tj(5)の総
和でありT(5) =t1(5)+t2(5)+……+tj(5)+……
で与えられる。
Next, the average speed calculation unit 1 uses the vehicle average speed VS (5) at the point 5 calculated based on the output of the speed measurement type sensor S 10 to calculate the average vehicle length according to (Equation 4). The value L + d in the + detection region is corrected (step ST5). L + d = VS (5) × T (5) / (N (5) × 3600) (Equation 4) Note that T (5) is the sum of the detection ON time t j (5) at the point 5 and T ( 5) = t 1 (5) + t 2 (5) + …… + t j (5) + ……
Given in.

【0017】このようにして、今回の計測単位時間にお
けるデータに基づいて平均車長Lの値が補正されるの
で、次回の計測単位時間では、いま補正された平均車長
Lに基づいてステップST1〜ステップST4の演算が
され、その後、改めてステップST5の処理によって平
均車長Lの値が補正されるのである。なお、図3の説明
では、計測単位時間毎に平均車長Lを補正する旨説明し
たが、この発明はこれに限定される必要はなく、例え
ば、計測単位時間の整数倍を補正間隔としても良い。
In this way, the value of the average vehicle length L is corrected based on the data in the current measurement unit time, so that in the next measurement unit time, the step ST1 is performed based on the corrected average vehicle length L. The calculation of step ST4 is performed, and then the value of the average vehicle length L is corrected again by the process of step ST5. In the description of FIG. 3, the average vehicle length L is corrected for each measurement unit time, but the present invention is not limited to this. For example, an integer multiple of the measurement unit time may be used as the correction interval. good.

【0018】図4は、計測単位時間の5回毎に、平均車
長Lを補正する場合を図示したものであり、最初の補正
間隔時間TH1(T1 〜T5 )では、初期値L0 に基づい
て平均速度VH1を算出するが、第2回目の補正間隔時間
TH2(T6 〜T10)では、(式4)によって補正された
平均車長Lに基づいて各地点での単位時間平均速度VH2
を算出する。それ以降についても同様である。
FIG. 4 shows a case where the average vehicle length L is corrected every five measurement unit times, and the initial correction interval time TH1 (T1 to T5) is based on the initial value L 0 . The average speed VH1 is calculated based on the average vehicle speed VH1 in the second correction interval time TH2 (T6 to T10) based on the average vehicle length L corrected by (Equation 4).
To calculate. The same applies to the subsequent steps.

【0019】[0019]

【発明の効果】以上説明したように、この発明に係る交
通量計測装置では、交通量計測区間における代表的な地
点に速度計測型センサを配置し、存在検知型センサの出
力に基づいて求まる車両平均速度と、速度計測型センサ
の出力に基づいて求まる車両平均速度とを、補正間隔時
間ごとに突き合わせることにより、その時の平均車長を
求めている。そして、次回の計測からは、その平均車長
に基づいて各計測地点での車両平均速度を求めるので、
大型車の比率に追従した精度の高い車両平均速度を得る
ことができる。また、速度計測型センサを1つ備えるだ
けで良いので装置を安価に構築することができる。
As described above, in the traffic volume measuring device according to the present invention, the vehicle is obtained by arranging the speed measurement type sensor at a representative point in the traffic volume measurement section and obtaining the output from the presence detection type sensor. The average vehicle length at that time is calculated by matching the average speed and the vehicle average speed obtained based on the output of the speed measurement sensor for each correction interval time. Then, from the next measurement, the vehicle average speed at each measurement point is calculated based on the average vehicle length,
It is possible to obtain a highly accurate vehicle average speed that follows the ratio of large vehicles. In addition, the device can be constructed at low cost because only one speed measurement type sensor is required.

【図面の簡単な説明】[Brief description of drawings]

【図1】この発明の一実施例である交通量計測装置のブ
ロック図である。
FIG. 1 is a block diagram of a traffic volume measuring apparatus according to an embodiment of the present invention.

【図2】存在検知型センサと速度計測型センサとの配置
場所を図示した図面である。
FIG. 2 is a diagram illustrating the locations of the presence detection type sensor and the speed measurement type sensor.

【図3】図1の装置の動作を説明する為のフローチャー
トである。
3 is a flow chart for explaining the operation of the apparatus of FIG.

【図4】図1の装置の別の動作を説明する為の図面であ
る。
FIG. 4 is a view for explaining another operation of the apparatus of FIG.

【図5】存在検知型センサと通過車両と検知信号との関
係を図示した図面である。
FIG. 5 is a diagram illustrating a relationship among a presence detection sensor, a passing vehicle, and a detection signal.

【符号の説明】[Explanation of symbols]

1 平均速度演算部(平均速度算出手段、
補正手段) S1 〜S9 存在検知型センサ S10 速度計測型センサ
1 Average speed calculation unit (average speed calculation means,
Correction means) S 1 to S 9 presence detection type sensor S 10 speed measurement type sensor

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】複数の計測地点に設置され、各車両が通過
するのに要する時間を各地点ごとに計測する存在検知型
センサと、 上記計測地点中の少なくとも一か所に設置され、各車両
の走行速度を計測する速度計測型センサと、 予め定める平均車長と前記存在検知型センサの各出力と
に基づいて、計測単位時間ごとに、各計測地点での車両
平均速度を算出する平均速度算出手段と、 前記速度計測型センサの出力と、その地点における前記
存在検知型センサの出力とに基づいて、補正間隔時間ご
とに前記平均車長の値を補正する補正手段とを備えるこ
とを特徴とする交通量計測装置。
1. A presence detection sensor installed at a plurality of measurement points for measuring the time required for each vehicle to pass through each point; and each vehicle installed at at least one of the measurement points. An average speed that calculates the vehicle average speed at each measurement point for each measurement unit time based on the speed measurement sensor that measures the traveling speed of the vehicle, and the predetermined average vehicle length and each output of the presence detection sensor. And a correction unit that corrects the value of the average vehicle length for each correction interval time based on the output of the speed measurement sensor and the output of the presence detection sensor at that point. Traffic measurement device.
JP4307388A 1992-11-18 1992-11-18 Traffic volume measuring device and traffic volume measuring method Expired - Fee Related JP3049974B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP4307388A JP3049974B2 (en) 1992-11-18 1992-11-18 Traffic volume measuring device and traffic volume measuring method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP4307388A JP3049974B2 (en) 1992-11-18 1992-11-18 Traffic volume measuring device and traffic volume measuring method

Publications (2)

Publication Number Publication Date
JPH06162387A true JPH06162387A (en) 1994-06-10
JP3049974B2 JP3049974B2 (en) 2000-06-05

Family

ID=17968455

Family Applications (1)

Application Number Title Priority Date Filing Date
JP4307388A Expired - Fee Related JP3049974B2 (en) 1992-11-18 1992-11-18 Traffic volume measuring device and traffic volume measuring method

Country Status (1)

Country Link
JP (1) JP3049974B2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US7426450B2 (en) 2003-01-10 2008-09-16 Wavetronix, Llc Systems and methods for monitoring speed
USRE48781E1 (en) 2001-09-27 2021-10-19 Wavetronix Llc Vehicular traffic sensor

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
USRE48781E1 (en) 2001-09-27 2021-10-19 Wavetronix Llc Vehicular traffic sensor
US7426450B2 (en) 2003-01-10 2008-09-16 Wavetronix, Llc Systems and methods for monitoring speed

Also Published As

Publication number Publication date
JP3049974B2 (en) 2000-06-05

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