JP2001133537A - Device for calculating coordinates, and computor- readable recording medium with coordinate calculating program recorded - Google Patents

Device for calculating coordinates, and computor- readable recording medium with coordinate calculating program recorded

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Publication number
JP2001133537A
JP2001133537A JP31688999A JP31688999A JP2001133537A JP 2001133537 A JP2001133537 A JP 2001133537A JP 31688999 A JP31688999 A JP 31688999A JP 31688999 A JP31688999 A JP 31688999A JP 2001133537 A JP2001133537 A JP 2001133537A
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JP
Japan
Prior art keywords
point
igs
perigee
gps
absolute
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
JP31688999A
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Japanese (ja)
Other versions
JP3508655B2 (en
Inventor
Satoru Yanase
悟 柳瀬
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NEC Corp
Original Assignee
NEC Corp
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Filing date
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Priority to JP31688999A priority Critical patent/JP3508655B2/en
Publication of JP2001133537A publication Critical patent/JP2001133537A/en
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Publication of JP3508655B2 publication Critical patent/JP3508655B2/en
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Expired - Fee Related legal-status Critical Current

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Abstract

PROBLEM TO BE SOLVED: To calculate absolute coordinates of high quality in a short period using a data received by a GPS. SOLUTION: A base line analyzing means 10 executes base line analysis using GPS observation data collected by a GPS receive systems equipped in a point (unknown point) desired to calculate the absolute coordinates, a point (neighboring point) neighboring thereto, and a point (IGS point) opened by an agency such as the IGS. A broadcasting history, a prompt report history or a final history of the used GPS is selected in response to a measuring distance in the base line analysis. An absolute coordinate calculating means 12 updates all the time the absolute coordinates of the neighboring point and the IGS point using as a reference the IGS point where the absolute coordinates are defined. An absolute coordinate calculating means 14 calculates the absolute coordinates of the unknown point based on the absolute coordinates and the base line analysis between the unknown point - the neighboring point, or based on the absolute coordinates of the IGS point and the base line analysis result between the IGS - the unknown point.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、GPS基線解析を
利用した座標算出装置、及び座標算出プログラムを記録
したコンピュータ読み取り可能な記録媒体に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a coordinate calculation device using GPS baseline analysis and a computer-readable recording medium storing a coordinate calculation program.

【0002】[0002]

【従来の技術】従来のGPS基線解析装置の一例が、特
開平7−12918号に記載されている。この従来のG
PS基線解析装置では、GPS受信システムを設置した
二個所の三次元的関係を算出できる。また、上記公報の
GPS基線解析装置では、基線解析に使用するGPS暦
については触れられてないが、通常は放送暦や最終暦を
用いている。
2. Description of the Related Art An example of a conventional GPS baseline analyzer is disclosed in Japanese Patent Application Laid-Open No. Hei 7-12918. This conventional G
The PS baseline analysis device can calculate a three-dimensional relationship between two places where the GPS receiving system is installed. In the GPS baseline analyzer of the above publication, the GPS calendar used for the baseline analysis is not mentioned, but the broadcast calendar and the final calendar are usually used.

【0003】[0003]

【発明が解決しようとする課題】しかしながら、上述し
た従来技術では、次のような問題があった。
However, the above-mentioned prior art has the following problems.

【0004】第一の問題点は、位置について、絶対的な
座標が算出できないことである。その理由は、絶対的な
座標を管理せずに、相対的な座標を管理しているためで
ある。
The first problem is that absolute coordinates cannot be calculated for a position. The reason is that relative coordinates are managed without managing absolute coordinates.

【0005】第二の問題点は、GPSの速報暦及び最終
暦が公開されてから最短の時間で、測定精度を考慮した
基線解析をしてないことである。その理由は、GPSの
速報暦、最終暦等の暦と基線解析をする二点間の距離と
の最適な組み合わせを考慮して基線解析をしてないため
である。通常、GPSの速報暦は放送暦の数日後、最終
暦は放送暦の約半月後に公開される。速報暦に比較して
最終暦を使用すると、基線解析の精度は数倍向上する。
これらのデータの特性を考慮する必要がある。
[0005] The second problem is that a baseline analysis in consideration of measurement accuracy has not been performed in the shortest time since the breaking and final calendars of GPS were released. The reason is that the base line analysis is not performed in consideration of an optimal combination of a calendar such as a GPS bulletin, the last calendar, and the distance between two points for base line analysis. Usually, the GPS calendar is released several days after the broadcast calendar, and the final calendar is released about half a month after the broadcast calendar. The use of the final calendar as compared to the preliminary calendar improves the accuracy of the baseline analysis several times.
The characteristics of these data need to be considered.

【0006】[0006]

【発明の目的】本発明の第一の目的は、GPSを用いて
絶対座標を算出できる座標算出装置及び座標算出プログ
ラムを記録したコンピュータ読み取り可能な記録媒体を
提供することにある。本発明の第二の目的は、算出する
ために用いるGPSの暦の特徴を考慮して、最適なタイ
ミングで絶対座標を算出できる座標算出装置及び座標算
出プログラムを記録したコンピュータ読み取り可能な記
録媒体を提供することにある。
SUMMARY OF THE INVENTION It is a first object of the present invention to provide a coordinate calculating apparatus capable of calculating absolute coordinates using GPS and a computer-readable recording medium storing a coordinate calculating program. A second object of the present invention is to provide a coordinate calculation device capable of calculating absolute coordinates at an optimal timing in consideration of the characteristics of a GPS calendar used for calculation, and a computer-readable recording medium storing a coordinate calculation program. To provide.

【0007】[0007]

【課題を解決するための手段】本発明に係る座標算出装
置は、基線解析手段、絶対座標管理手段及び絶対座標算
出手段を備えている。ここで、IGS(International
GPS Service:国際GPS事業)等の機関が管理してい
る地点をIGS点、絶対座標を算出したい地点を未地
点、この未地点から近い距離の地点を近地点とする。基
線解析手段は、GPS暦データとIGS点、未地点及び
近地点におけるGPS観測データとを入力し、IGS点
−近地点間、IGS点−未地点間及び近地点−未地点間
の基線解析を行い、これらの二点間の三次元的関係を算
出して出力する。絶対座標管理手段は、IGS等の機関
から提供されるIGS点の絶対座標と、IGS点−近地
点間の基線解析結果とを入力し、IGS点及び近地点の
絶対座標を管理及び出力する。絶対座標算出手段は、基
線解析手段が出力するIGS点−未地点間の基線解析結
果と、絶対座標管理手段が出力するIGS点の絶対座標
とを入力し、又は基線解析手段が出力する近地点−未地
点間の基線解析結果と、絶対座標管理手段が出力する近
地点の絶対座標とを入力し、未地点の絶対座標を算出す
る。
A coordinate calculating apparatus according to the present invention comprises a base line analyzing means, an absolute coordinate managing means and an absolute coordinate calculating means. Here, IGS (International
A point managed by an organization such as GPS Service (international GPS business) is an IGS point, a point whose absolute coordinates are to be calculated is a non-point, and a point close to the non-point is a perigee. Baseline analysis means inputs GPS calendar data and GPS observation data at IGS points, non-points and perigees, and performs baseline analysis between IGS points and perigee, between IGS points and non-points, and between perigee and non-points. Calculates and outputs a three-dimensional relationship between the two points. The absolute coordinate management means inputs the absolute coordinates of the IGS point provided from an organization such as the IGS and the result of the baseline analysis between the IGS point and the perigee, and manages and outputs the absolute coordinates of the IGS point and the perigee. The absolute coordinate calculation means inputs the base line analysis result between the IGS point and the non-point output by the base line analysis means and the absolute coordinates of the IGS point output by the absolute coordinate management means, or the perigee output by the base line analysis means. The result of the baseline analysis between the non-points and the absolute coordinates of the perigee output by the absolute coordinate management means are input, and the absolute coordinates of the non-points are calculated.

【0008】GPS暦データには、例えばGPSの放送
暦、速報暦、最終暦等の暦及び地球回転パラメータが含
まれる。基線解析手段は、GPS観測データを入力した
直後は近地点−未地点間の基線解析を行い、GPS観測
データを入力した後しばらくしてGPS最終歴を入力し
た後にIGS点−近地点間、IGS点−未地点間の基線
解析を行うようにしてもよい。絶対座標算出手段は、未
地点の絶対座標を算出する前に、近地点及び未地点のG
PS観測データの品質を判定するようにしてもよい。こ
の場合、品質の判定とは、例えば、GPS観測データが
連続的に存在しているか否か、GPS観測データを受信
しているシステムが正常か否か等の、基線解析に使用す
る情報の品質を判定することである。
The GPS calendar data includes, for example, a calendar such as a GPS broadcast calendar, a flash calendar, and a final calendar, and earth rotation parameters. The base line analyzing means performs a base line analysis between the perigee and the non-point immediately after inputting the GPS observation data, and after a short time after inputting the GPS observation data, inputs a GPS final history and then an IGS point-perigee, an IGS point- Baseline analysis between non-points may be performed. The absolute coordinate calculation means calculates the perigee and non-point G before calculating the non-point absolute coordinates.
The quality of the PS observation data may be determined. In this case, the quality determination means, for example, the quality of information used for the baseline analysis, such as whether or not the GPS observation data continuously exists and whether or not the system receiving the GPS observation data is normal. Is determined.

【0009】換言すると、本発明に係る座標算出装置
は、GPSの放送暦、速報暦、最終暦等を用いて基線解
析をする基線解析手段に、この基線解析結果を入力する
絶対座標管理手段及び絶対座標算出手段を設けたことを
特徴としている。絶対座標管理手段とは、IGS等の機
関から提供される位置の絶対座標、及び、それを基準と
して算出するIGS等の機関では管理されてない位置の
絶対座標を常に更新し、最新の状況にする動作を実行す
る。絶対座標算出手段とは、絶対座標管理手段にて管理
されている絶対座標を基準とし、基線解析結果から絶対
座標を算出する動作を実行する。このとき、算出する基
線長が短い計算をする場合は、GPSの放送暦や速報暦
を使用した基線解析結果を使用する。一方、算出する基
線長が長い場合は、GPSの最終暦を使用した基線解析
結果を使用する。
In other words, the coordinate calculating apparatus according to the present invention comprises: an absolute coordinate management means for inputting a result of the baseline analysis to a baseline analysis means for performing a baseline analysis using a GPS broadcast calendar, a flash calendar, a final calendar, and the like; An absolute coordinate calculation means is provided. The absolute coordinate management means always updates the absolute coordinates of the position provided by the institution such as IGS and the absolute coordinates of the position not calculated by the institution such as IGS which is calculated based on the absolute coordinate. Perform an action that: The absolute coordinate calculating means executes an operation of calculating the absolute coordinates from the baseline analysis result with reference to the absolute coordinates managed by the absolute coordinate managing means. At this time, in the case where the calculated base line length is short, a base line analysis result using a GPS broadcast calendar or a flash calendar is used. On the other hand, if the calculated base line length is long, a base line analysis result using the last calendar of GPS is used.

【0010】GPSの最終暦は、暦の精度は高いがデー
タを入手できる時期は遅い。このため、基線長が長い基
線解析に適している。一方、GPSの放送暦や速報暦
は、暦の精度は落ちるがデータを入手できる時期は早
い。このため、基線長が短い基線解析に適している。し
たがって、本発明に係る座標算出装置によれば、算出精
度を維持して、絶対座標を算出できる。
In the last calendar of GPS, the accuracy of the calendar is high, but the time when data can be obtained is late. Therefore, it is suitable for a baseline analysis having a long baseline length. On the other hand, in the GPS broadcast calendar and the flash calendar, the accuracy of the calendar is reduced, but the data can be obtained earlier. For this reason, it is suitable for baseline analysis in which the baseline length is short. Therefore, the coordinate calculation device according to the present invention can calculate the absolute coordinates while maintaining the calculation accuracy.

【0011】更に換言すると、本発明に係る座標算出装
置は、絶対座標を算出したい地点(未地点)、そこから
近い地点(近地点)、IGS等の機関から公開される地
点(IGS点)に設置されているGPS受信システムが
収集するGPS観測データを用いて、基線解析を実施す
る。その基線解析は、測定する距離に応じて使用するG
PSの放送暦、速報暦又は最終暦を選択して行う。一
方、近地点及びIGS点の絶対座標を、絶対座標が定義
されているIGS点を基準として、常に更新する。そし
て、前記機能において得られている、近地点の絶対座標
と、未地点−近地点間の基線解析結果とから、未地点の
絶対座標を算出する。また、IGS点の絶対座標と、I
GS点−未地点間の基線解析結果とから、未知点の絶対
座標を算出する。これにより、GPS受信データを用い
て、短期間に高品質の絶対座標を算出する。
In other words, the coordinate calculating device according to the present invention is installed at a point (absolute point) where absolute coordinates are to be calculated, a point near it (perigee), or a point (IGS point) disclosed by an organization such as IGS. Baseline analysis is performed using the GPS observation data collected by the GPS receiving system. The base line analysis uses G to be used according to the distance to be measured.
This is performed by selecting a PS broadcast calendar, bulletin calendar, or final calendar. On the other hand, the absolute coordinates of the perigee and the IGS point are constantly updated with reference to the IGS point where the absolute coordinates are defined. Then, the absolute coordinates of the non-point are calculated from the absolute coordinates of the perigee and the baseline analysis result between the non-point and the perigee obtained by the above function. Also, the absolute coordinates of the IGS point and I
The absolute coordinates of the unknown point are calculated from the result of the baseline analysis between the GS point and the non-point. Thus, high-quality absolute coordinates are calculated in a short time using the GPS reception data.

【0012】本発明に係る座標算出プログラムを記録し
たコンピュータ読み取り可能な記録媒体は、本発明に係
る座標算出装置の各手段としてコンピュータを機能させ
るためプログラムを記録した半導体メモリ、磁気記録媒
体、光記録媒体等である。
A computer-readable recording medium on which a coordinate calculation program according to the present invention is recorded is a semiconductor memory, a magnetic recording medium, and an optical recording medium on which a program is recorded for causing a computer to function as each unit of the coordinate calculation apparatus according to the present invention. Medium.

【0013】[0013]

【発明の実施の形態】図1は、本発明に係る座標算出装
置の第一実施形態を示す機能ブロック図である。以下、
この図面に基づき説明する。
FIG. 1 is a functional block diagram showing a first embodiment of a coordinate calculating apparatus according to the present invention. Less than,
Description will be made based on this drawing.

【0014】基線解析手段10は、IGS等の機関から
提供されるGPSの放送暦、速報暦、最終暦等の暦及び
地球回転パラメータを含む「GPS暦データ」と、IG
Sが管理している地点(IGS点)、絶対座標を算出し
たい地点(未地点)、及び未地点から近い距離の地点
(近地点)における「GPS観測データ」とを入力し、
IGS点−近地点間、IGS点−未地点間、及び近地点
−未地点間の基線解析を行い、これらの二点間の三次元
的関係を算出及び出力する。
The baseline analysis means 10 includes "GPS calendar data" including calendars such as a GPS broadcast calendar, a flash calendar, a final calendar, and earth rotation parameters provided by an organization such as an IGS;
Input the "GPS observation data" at a point managed by S (IGS point), a point at which absolute coordinates are to be calculated (not yet point), and a point at a short distance from the not yet point (perigee),
Baseline analysis is performed between the IGS point and the perigee, between the IGS point and the non-point, and between the perigee and the non-point, and a three-dimensional relationship between these two points is calculated and output.

【0015】絶対座標管理手段12は、IGS等の機関
から提供されるIGS点の絶対座標と、IGS点−近地
点間の基線解析結果とを入力し、IGS点及び近地点の
絶対座標を管理するとともに、その絶対座標を出力す
る。通常、IGS点と近地点とは離れているため、この
基線解析は、GPSの最終暦を使用して、計算精度を向
上させる。
The absolute coordinate management means 12 inputs the absolute coordinates of the IGS point provided from an engine such as the IGS and the results of the baseline analysis between the IGS point and the perigee, and manages the absolute coordinates of the IGS point and the perigee. , And output its absolute coordinates. Since the IGS point and the perigee are usually far apart, this baseline analysis uses the GPS final calendar to improve calculation accuracy.

【0016】絶対座標算出手段14は、基線解析手段1
0が出力するIGS点−未地点間の基線解析結果と、絶
対座標管理手段12が出力するIGS点の絶対座標とを
入力し、未地点の絶対座標を算出する。通常、IGS点
と未地点とは離れているため、この基線解析は、GPS
の最終暦を使用することにより、計算精度を向上させ
る。また、基線解析手段10が出力する未地点−近地点
間の基線解析結果と、絶対座標管理手段12が出力する
近地点の絶対座標とを入力し、未地点の絶対座標を出力
する。近地点と未地点とは近いため、この基線解析は、
GPS最終暦に比較して精度が悪いGPS速報暦や放送
暦を使用するが、計算精度に問題はない。
The absolute coordinate calculating means 14 includes the base line analyzing means 1
Then, the result of the baseline analysis between the IGS point and the non-point output by 0 and the absolute coordinates of the IGS point output by the absolute coordinate management means 12 are input, and the absolute coordinates of the non-point are calculated. Usually, the IGS point and the non-point are far from each other.
By using the last calendar, the calculation accuracy is improved. In addition, a base line analysis result between the non-point and the perigee output from the base line analyzing means 10 and the absolute coordinates of the perigee output from the absolute coordinate management means 12 are input, and the absolute coordinates of the non-point are output. Because the perigee and the non-perigee are near, this baseline analysis
Although a GPS bulletin calendar or a broadcast calendar, which is less accurate than the GPS final calendar, is used, there is no problem in the calculation accuracy.

【0017】なお、GPSを用いた基線解析、GPSの
速報暦、放送暦、最終暦、地球回転パラメータ及びIG
Sについては、当業者にとってよく知られているので、
その詳しい説明を省略する。
[0017] Baseline analysis using GPS, GPS flash report, broadcast calendar, final calendar, earth rotation parameters and IG
Since S is well known to those skilled in the art,
The detailed description is omitted.

【0018】図2及び図3は、図1の座標算出装置の動
作を示すフローチャートである。以下、図1乃至図3に
基づき説明する。
FIG. 2 and FIG. 3 are flowcharts showing the operation of the coordinate calculation device of FIG. Hereinafter, description will be made with reference to FIGS.

【0019】IGS点、近地点及び未地点は、システム
の構成やIGS等の情報提供機関の方針により変化す
る。このため、これらを変更する必要があるか否かの情
報は運用者が座標算出装置に入力し、それに基づき座標
算出装置が判断する(ステップ101)。IGS点、近
地点及び未地点の変更が必要な場合は、基線解析に使用
するIGS点、近地点及び未地点としての登録を変更し
(ステップ102)、変更が不要な場合は、この処理を
行わない。続いて、IGS等の機関より、新たなGPS
の最終暦が公開されたか否かを確認する(ステップ10
3)。ここで、新たなGPSの最終暦が公開された場
合、IGS点−近地点間の基線解析を、新たに公開され
たGPSの最終暦を用いて実施し、その二点間の三次元
的関係を求める(ステップ104)。また、IGS点−
未地点間の基線解析も、新たに公開されたGPSの最終
暦を用いて実施し、その二点間の三次元的関係を求める
(ステップ104)。続いて、IGS等の機関より提供
されるGPSの速報暦が新たに公開されたか否かを確認
する(ステップ105)。新たなGPSの速報暦が公開
された場合、速報暦を使用して基線解析をし、近地点−
未地点間の三次元的関係を求める(ステップ106)。
一方、新たなGPSの速報暦が公開されない場合、GP
Sの放送暦を使用して基線解析をし、近地点−未地点間
の三次元的関係を求める(ステップ107)。以上が、
基線解析手段10における動作のフローである。
The IGS point, perigee and non-point vary depending on the configuration of the system and the policy of an information provider such as IGS. Therefore, information on whether or not it is necessary to change them is input by the operator to the coordinate calculation device, and the coordinate calculation device determines based on the information (step 101). When it is necessary to change the IGS point, perigee, and non-point, the registration as the IGS point, perigee, and non-point used for the baseline analysis is changed (step 102). When the change is unnecessary, this processing is not performed. . Then, IGS and other organizations provided a new GPS
It is confirmed whether or not the last calendar is released (step 10).
3). Here, when the new GPS final calendar is released, the baseline analysis between the IGS point and the perigee is performed using the newly released GPS final calendar, and the three-dimensional relationship between the two points is determined. It is determined (step 104). In addition, the IGS point
Baseline analysis between unpoints is also performed using the newly published final calendar of GPS to determine a three-dimensional relationship between the two points (step 104). Subsequently, it is confirmed whether or not the GPS preliminary calendar provided by an organization such as IGS has been newly released (step 105). When a new GPS ephemeris is released, a baseline analysis is performed using the ephemeris and the perigee-
A three-dimensional relationship between unpoints is determined (step 106).
On the other hand, if a new GPS bulletin is not released,
A base line analysis is performed using the broadcast calendar of S, and a three-dimensional relationship between perigee and non-point is obtained (step 107). More than,
5 is a flowchart of an operation in the baseline analysis unit 10.

【0020】続いて、IGS点の絶対座標が存在してい
るか否かを確認する(ステップ108)。IGS点の絶
対座標が存在する場合は、IGS点の絶対座標を更新す
る(ステップ109)。続いて、基線解析手段10にて
算出したIGS点−近地点間の三次元的関係と、IGS
点の絶対座標とから、近地点の絶対座標を更新する(ス
テップ110)。以上が、絶対座標管理手段12におけ
る動作のフローである。
Subsequently, it is confirmed whether or not the absolute coordinates of the IGS point exist (step 108). If the absolute coordinates of the IGS point exist, the absolute coordinates of the IGS point are updated (step 109). Subsequently, the three-dimensional relationship between the IGS point and the perigee calculated by the baseline analysis means 10 and the IGS
The absolute coordinates of the perigee are updated from the absolute coordinates of the point (step 110). The above is the flow of the operation in the absolute coordinate management unit 12.

【0021】続いて、基線解析手段10にて算出したI
GS点−未地点間の三次元的関係と、絶対座標管理手段
12にて更新したIGS点の絶対座標とから、未地点の
絶対座標を算出し、出力する(ステップ111)。続い
て、基線解析手段10にて算出した近地点−未地点間の
三次元的関係と、絶対座標管理手段12にて更新した近
地点の絶対座標とから、未地点の絶対座標を算出し、出
力する(ステップ112)。以上が、絶対座標算出手段
14における動作のフローである。
Subsequently, the I calculated by the baseline analysis means 10 is calculated.
From the three-dimensional relationship between the GS point and the non-point, and the absolute coordinates of the IGS point updated by the absolute coordinate management means 12, the absolute coordinates of the non-point are calculated and output (step 111). Subsequently, the absolute coordinates of the non-point are calculated from the three-dimensional relation between the perigee and the non-point calculated by the baseline analysis means 10 and the absolute coordinates of the perigee updated by the absolute coordinate management means 12 and output. (Step 112). The above is the flow of the operation in the absolute coordinate calculation means 14.

【0022】このように、本実施形態の座標算出装置で
は、未地点からの距離が遠いIGS点を基準とした基線
解析にはGPSの最終暦を使用し、未地点からの距離が
近い近地点を基準とした基線解析にはGPSの速報暦又
は放送暦を使用して絶対座標を算出しているので、使用
するGPSの暦にかかわらず算出する精度を維持して未
地点の絶対座標を算出できる。また、常に最新のGPS
の最終暦及び速報暦を使用する機能を設けているので、
GPSの最終暦及び速報暦が公開されてから最短の時間
で、未地点の絶対座標の算出ができる。
As described above, in the coordinate calculating apparatus according to the present embodiment, the last calendar of the GPS is used for the baseline analysis based on the IGS point which is far from the non-point, and the perigee whose distance from the non-point is short is determined. Since the absolute coordinates are calculated using the GPS bulletin or the broadcast calendar for the baseline analysis as a reference, the absolute coordinates of unplaced points can be calculated while maintaining the calculation accuracy regardless of the GPS calendar used. . In addition, always the latest GPS
Since it has a function to use the final calendar and breaking calendar of
In the shortest time since the last calendar of the GPS and the preliminary calendar are released, the absolute coordinates of a non-point can be calculated.

【0023】なお、上記実施形態では、IGS点を絶対
座標の基準としているが、GPSの受信機が設置され、
そのGPS観測データ及びその地点の正確な絶対座標が
公開される場合は、その地点をIGS点として処理して
もよい。また、近地点としては、未地点から近距離の位
置にGPS受信機を設置し、そのGPS観測データを用
いるのではなく、国土地理院が管理している電子基準点
データのように公開されているGPS観測データを用い
てもよい。
In the above embodiment, the IGS point is used as a reference for the absolute coordinates. However, a GPS receiver is installed.
When the GPS observation data and the exact absolute coordinates of the point are disclosed, the point may be processed as an IGS point. In addition, as the perigee, a GPS receiver is installed at a short distance from a non-point, and the GPS observation data is not used, but it is released as electronic reference point data managed by the Geographical Survey Institute. GPS observation data may be used.

【0024】図4は、本発明に係る座標算出装置の第二
実施形態の動作を示すフローチャートである。以下、こ
の図面に基づき説明する。
FIG. 4 is a flowchart showing the operation of the second embodiment of the coordinate calculation device according to the present invention. Hereinafter, description will be made based on this drawing.

【0025】本実施形態の座標算出装置では、基本的構
成及び動作は上記の通りであるが、基線解析に使用する
GPS観測データの品質判定について工夫している。図
4に示すフローチャートは、図3における絶対座標算出
手段14の動作(ステップ111〜112)に置き換わ
るものである。
The basic configuration and operation of the coordinate calculation apparatus of the present embodiment are as described above, but the quality of GPS observation data used for baseline analysis is devised. The flowchart shown in FIG. 4 replaces the operation (steps 111 to 112) of the absolute coordinate calculation means 14 in FIG.

【0026】IGS点−未地点間の基線解析結果等から
未地点の位置を算出する(ステップ112a)前に、I
GS点及び未地点のGPS観測データの品質を判定する
(ステップ111a)。その結果、問題がなければ、未
地点の位置を算出する。また、近地点−未地点間の基線
解析結果等から未地点の位置を算出する(ステップ11
4a)前に、近地点及び未地点のGPS観測データの品
質を判定する(ステップ113a)。その結果、問題が
なければ、未地点の位置を算出する。
Before calculating the position of the non-point from the baseline analysis result between the IGS point and the non-point (step 112a),
The quality of the GPS observation data at the GS point and the non-point is determined (step 111a). As a result, if there is no problem, the position of a non-point is calculated. Further, the position of the non-point is calculated from the result of the baseline analysis between the perigee and the non-point (step 11).
4a) Before, the quality of the GPS observation data of the perigee and the non-perimeter is determined (step 113a). As a result, if there is no problem, the position of a non-point is calculated.

【0027】ここでいう「品質の判定」とは、例えばG
PS観測データが連続的に存在しているか否か、GPS
観測データを受信しているシステムが正常か否か等の、
基線解析に使用する情報の品質を判定することである。
このように、本実施形態では、GPS観測データの品質
を判定しているので、観測データに起因して発生する精
度悪化要因を排除できる。
The “quality judgment” here means, for example, G
Whether or not PS observation data exists continuously, GPS
Whether the system receiving the observation data is normal, etc.
The purpose is to determine the quality of information used for baseline analysis.
As described above, in the present embodiment, since the quality of the GPS observation data is determined, it is possible to eliminate a cause of accuracy deterioration caused by the observation data.

【0028】なお、本発明に係る座標算出プログラムを
記録したコンピュータ読み取り可能な記録媒体は、基線
解析手段10、絶対座標管理手段12及び絶対座標算出
手段14としてコンピュータを機能させるためプログラ
ムを記録した半導体メモリ、磁気記録媒体、光記録媒体
等である。
The computer-readable recording medium on which the coordinate calculation program according to the present invention is recorded is a semiconductor which stores a program for causing a computer to function as the baseline analysis means 10, the absolute coordinate management means 12, and the absolute coordinate calculation means 14. Examples include a memory, a magnetic recording medium, and an optical recording medium.

【0029】[0029]

【発明の効果】以上説明したように、本発明によれば次
の効果を奏する。
As described above, the present invention has the following advantages.

【0030】第一の効果は、未地点の絶対座標を算出で
きることにある。その理由は、GPS受信システムのあ
る選択した地点における絶対座標を管理する機能を持た
せたためである。
The first effect is that the absolute coordinates of a non-point can be calculated. The reason is that the GPS receiving system has a function of managing absolute coordinates at a selected point.

【0031】第二の効果は、測定精度を考慮した絶対座
標の算出ができることにある。その理由は、基線解析を
する距離と、基線解析に使用するGPSの放送暦、速報
暦、最終暦との組み合わせを考慮しているためである。
The second effect is that the absolute coordinates can be calculated in consideration of the measurement accuracy. The reason is that a combination of a distance for performing the baseline analysis and a GPS broadcast calendar, a flash calendar, and a final calendar used for the baseline analysis is considered.

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

【図1】本発明に係る座標算出装置の第一実施形態を示
す機能ブロック図である。
FIG. 1 is a functional block diagram showing a first embodiment of a coordinate calculation device according to the present invention.

【図2】図1の座標算出装置の動作を示すフローチャー
トである。
FIG. 2 is a flowchart showing an operation of the coordinate calculation device of FIG. 1;

【図3】図1の座標算出装置の動作を示すフローチャー
トである。
FIG. 3 is a flowchart illustrating an operation of the coordinate calculation device of FIG. 1;

【図4】本発明に係る座標算出装置の第二実施形態の動
作を示すフローチャートである。
FIG. 4 is a flowchart showing an operation of the second embodiment of the coordinate calculation device according to the present invention.

【符号の説明】[Explanation of symbols]

10 基線解析手段 12 絶対座標管理手段 14 絶対座標算出手段 DESCRIPTION OF SYMBOLS 10 Baseline analysis means 12 Absolute coordinate management means 14 Absolute coordinate calculation means

Claims (6)

【特許請求の範囲】[Claims] 【請求項1】 IGS等の機関が管理している地点をI
GS点、絶対座標を算出したい地点を未地点、この未地
点から近い距離の地点を近地点とすると、 GPS暦データと前記IGS点、前記未地点及び前記近
地点におけるGPS観測データとを入力し、前記IGS
点−前記近地点間、前記IGS点−前記未地点間及び前
記近地点−前記未地点間の基線解析を行い、これらの二
点間の三次元的関係を算出して出力する基線解析手段
と、 前記IGS等の機関から提供される前記IGS点の絶対
座標と、前記IGS点−前記近地点間の基線解析結果と
を入力し、前記IGS点及び前記近地点の絶対座標を管
理及び出力する絶対座標管理手段と、 前記基線解析手段が出力する前記IGS点−未地点間の
基線解析結果と、前記絶対座標管理手段が出力する前記
IGS点の絶対座標とを入力し、又は前記基線解析手段
が出力する前記近地点−未地点間の基線解析結果と、前
記絶対座標管理手段が出力する前記近地点の絶対座標と
を入力し、前記未地点の絶対座標を算出する絶対座標算
出手段と、 を備えた座標算出装置。
1. A point managed by an institution such as IGS
Assuming that the GS point, the point at which the absolute coordinates are to be calculated is an unspot, and a point close to the unspot is a perigee, GPS calendar data and the IGS point, the GPS observation data at the unspot and the perigee are input, IGS
Baseline analysis means for performing a baseline analysis between a point and the perigee, between the IGS point and the non-point, and between the perigee and the non-point, calculating and outputting a three-dimensional relationship between these two points, Absolute coordinate management means for inputting the absolute coordinates of the IGS point and the baseline analysis result between the IGS point and the perigee provided from an engine such as an IGS and managing and outputting the absolute coordinates of the IGS point and the perigee And the input of the baseline analysis result between the IGS point and the non-point output by the baseline analysis means and the absolute coordinates of the IGS point output by the absolute coordinate management means, or the output by the baseline analysis means A coordinate calculation device comprising: a base line analysis result between the perigee and the non-point; and the absolute coordinates of the perigee output from the absolute coordinate management means, and an absolute coordinate calculation means for calculating the absolute coordinates of the non-point. .
【請求項2】 前記GPS暦データには、GPSの放送
暦、速報暦、最終暦等の暦及び地球回転パラメータを含
む、 請求項1記載の座標算出装置。
2. The coordinate calculation device according to claim 1, wherein the GPS calendar data includes a calendar such as a GPS broadcast calendar, a bulletin calendar, a final calendar, and earth rotation parameters.
【請求項3】 前記基線解析手段は、前記GPS観測デ
ータを入力した直後は前記近地点−未地点間の基線解析
を行い、前記GPS観測データを入力した後しばらくし
てGPS最終歴を入力した後に前記IGS点−近地点間
及び前記IGS点−未地点間の基線解析を行う、 請求項1又は2記載の座標算出装置。
3. The baseline analysis means performs a baseline analysis between the perigee and the non-point immediately after inputting the GPS observation data, and after a short time after inputting the GPS observation data, inputting a GPS final history. The coordinate calculation device according to claim 1, wherein a baseline analysis is performed between the IGS point and the perigee and between the IGS point and a non-point.
【請求項4】 前記絶対座標算出手段は、前記未地点の
絶対座標を算出する前に、前記近地点及び前記未地点の
前記GPS観測データの品質を判定する、 請求項1,2又は3記載の座標算出装置。
4. The method according to claim 1, wherein the absolute coordinate calculation unit determines the quality of the GPS observation data of the perigee and the non-point before calculating the absolute coordinates of the non-point. Coordinate calculation device.
【請求項5】 前記品質の判定とは、前記GPS観測デ
ータが連続的に存在しているか否か、前記GPS観測デ
ータを受信しているシステムが正常か否か等の、前記基
線解析に使用する情報の品質を判定することである、 請求項4記載の座標算出装置。
5. The quality judgment is used for the baseline analysis such as whether or not the GPS observation data is continuously present and whether or not the system receiving the GPS observation data is normal. The coordinate calculation device according to claim 4, wherein the quality of information to be performed is determined.
【請求項6】 IGS等の機関が管理している地点をI
GS点、絶対座標を算出したい地点を未地点、この未地
点から近い距離の地点を近地点とすると、 GPS暦データと前記IGS点、前記未地点及び前記近
地点におけるGPS観測データとを入力し、前記IGS
点−前記近地点間、前記IGS点−前記未地点間及び前
記近地点−前記未地点間の基線解析を行い、これらの二
点間の三次元的関係を算出して出力する基線解析手段、 前記IGS等の機関から提供される前記IGS点の絶対
座標と、前記IGS点−前記近地点間の基線解析結果と
を入力し、前記IGS点及び前記近地点の絶対座標を管
理及び出力する絶対座標管理手段、及び、 前記基線解析手段が出力する前記IGS点−未地点間の
基線解析結果と、前記絶対座標管理手段が出力する前記
IGS点の絶対座標とを入力し、前記未地点の絶対座標
を算出する、又は前記基線解析手段が出力する前記近地
点−未地点間の基線解析結果と、前記絶対座標管理手段
が出力する前記近地点の絶対座標とを入力し、前記未地
点の絶対座標を算出する絶対座標算出手段として、 コンピュータを機能させるための座標算出プログラムを
記録したコンピュータ読み取り可能な記録媒体。
6. A point managed by an institution such as IGS
Assuming that the GS point, the point at which the absolute coordinates are to be calculated is an unspot, and a point close to the unspot is a perigee, GPS calendar data and the IGS point, the GPS observation data at the unspot and the perigee are input, IGS
Baseline analysis means for performing a baseline analysis between the point and the perigee, between the IGS point and the non-point, and between the perigee and the non-point, calculating and outputting a three-dimensional relationship between these two points, the IGS; Absolute coordinate management means for inputting the absolute coordinates of the IGS point and the baseline analysis result between the IGS point and the perigee, and managing and outputting the absolute coordinates of the IGS point and the perigee. And inputting a baseline analysis result between the IGS point and the non-point output by the base line analysis means and the absolute coordinates of the IGS point output by the absolute coordinate management means, and calculating the absolute coordinates of the non-point. Or the input of the base line analysis result between the perigee and the unmeasured point output by the base line analysis means and the absolute coordinate of the perigee output by the absolute coordinate management means, and calculating the absolute coordinate of the unmeasured point As a standard calculation means, a computer-readable recording medium recording a coordinate calculating program for causing a computer to function.
JP31688999A 1999-11-08 1999-11-08 Coordinate calculation device and computer-readable recording medium storing a coordinate calculation program Expired - Fee Related JP3508655B2 (en)

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2005017015A (en) * 2003-06-24 2005-01-20 National Institute Of Information & Communication Technology Location authentication system by satellite positioning, and satellite-positioning analysis server apparatus, satellite-positioning terminal apparatus
JP2008164508A (en) * 2006-12-28 2008-07-17 Nippo:Kk Positioning point estimating apparatus and positioning point estimation method, and program thereof, and recording medium
JP2009175071A (en) * 2008-01-28 2009-08-06 Hitachi Industrial Equipment Systems Co Ltd Gps data processing apparatus
CN105849589A (en) * 2013-12-27 2016-08-10 日本电气株式会社 Satellite positioning system, positioning terminal, positioning method, and recording medium
JP2019203795A (en) * 2018-05-23 2019-11-28 株式会社日豊 Dynamic coordinate management device, dynamic coordinate management method, and program

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2005017015A (en) * 2003-06-24 2005-01-20 National Institute Of Information & Communication Technology Location authentication system by satellite positioning, and satellite-positioning analysis server apparatus, satellite-positioning terminal apparatus
JP2008164508A (en) * 2006-12-28 2008-07-17 Nippo:Kk Positioning point estimating apparatus and positioning point estimation method, and program thereof, and recording medium
JP2009175071A (en) * 2008-01-28 2009-08-06 Hitachi Industrial Equipment Systems Co Ltd Gps data processing apparatus
CN105849589A (en) * 2013-12-27 2016-08-10 日本电气株式会社 Satellite positioning system, positioning terminal, positioning method, and recording medium
US10564295B2 (en) 2013-12-27 2020-02-18 Nec Corporation Global navigation satellite system, positioning terminal, positioning method, and recording medium
JP2019203795A (en) * 2018-05-23 2019-11-28 株式会社日豊 Dynamic coordinate management device, dynamic coordinate management method, and program

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