JP3234889B2 - Bathymetry system using GPS kinematic positioning method - Google Patents

Bathymetry system using GPS kinematic positioning method

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Publication number
JP3234889B2
JP3234889B2 JP31874391A JP31874391A JP3234889B2 JP 3234889 B2 JP3234889 B2 JP 3234889B2 JP 31874391 A JP31874391 A JP 31874391A JP 31874391 A JP31874391 A JP 31874391A JP 3234889 B2 JP3234889 B2 JP 3234889B2
Authority
JP
Japan
Prior art keywords
station
fixed station
positioning method
mobile station
bathymetry
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.)
Expired - Lifetime
Application number
JP31874391A
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Japanese (ja)
Other versions
JPH0694456A (en
Inventor
峯夫 岩崎
忠 田中
武 石崎
一幸 吉武
広夫 岡本
治美 福田
伸明 友田
Original Assignee
国土交通省 九州地方整備局長
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Publication of JPH0694456A publication Critical patent/JPH0694456A/en
Application granted granted Critical
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    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A90/00Technologies having an indirect contribution to adaptation to climate change
    • Y02A90/30Assessment of water resources

Description

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

【0001】[0001]

【産業上の利用分野】本発明は、港湾、航路等におけ
る、測量作業の高精度化、高能率化に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a high-precision and high-efficiency surveying work in a port, a sea route, and the like.

【0002】[0002]

【従来の技術】開発保全航路に指定されている関門航路
の保全管理業務の一環として、当局は測量船3隻で、同
航路の維持管理に必要な深浅測量を実施している。この
深浅測量に必要な測量船の平面位置測定は、電波式位置
測定装置を使用して行われている。このシステムでは主
局(6)を測量船に設置し、従局(4)(5)を13箇
所の従局点(既知点)のうち適する2箇所に設置し、主
局と両従局間の電波の伝播時間を計測して距離を求め、
円弧方式により主局の平面座標値を演算している。しか
し、電波の使用周波数の割当に制限があるため、従局の
使用において制約がある。このため、当局ではスペクト
ラム拡散方式(1周波で数隻が使用可能なもの)を採用
して対応しているが、なお不十分である。また、深浅測
量においては潮位補正が必要であるため、検潮所を12
箇所配置して、測量海域によって適する検潮所からのデ
ータを得て潮位の補正を行っている。他の海域における
一般的な深浅測量も、このような電波式位置測定装置を
用いて行われている。また、船舶の動揺補正には、バー
チカルジャイロ、傾斜計、水圧計を利用する方法があ
る。
2. Description of the Related Art As part of the maintenance and management of a gateway route designated as a development and maintenance route, authorities carry out bathymetric surveys required for the maintenance and management of three surveying vessels on the same route. The plane position measurement of the survey ship required for the bathymetric survey is performed using a radio wave type position measuring device. In this system, the master station (6) is installed on the survey vessel, and the slave stations (4) and (5) are installed at two suitable points out of the 13 slave stations (known points), and the radio wave between the master station and both slave stations is transmitted. Measure the propagation time to find the distance,
The plane coordinates of the main station are calculated by the arc method. However, there is a restriction on the allocation of the operating frequency of the radio wave, so that there is a restriction on the use of the slave station. For this reason, the authorities have adopted a spread spectrum method (one that can use several vessels at one frequency), but it is still insufficient. Also, since tide level correction is required in bathymetric surveys,
The tidal level is corrected by obtaining data from tide stations suitable for the survey area. General bathymetry in other sea areas is also performed using such a radio-type position measuring device. In addition, there is a method of using a vertical gyro, an inclinometer, and a water pressure gauge to correct the motion of a ship.

【0003】[0003]

【発明が解決しようとする課題】港湾や航路の浚渫作業
において、計画水深を確保し、余堀りを最小限に抑え、
高能率化するために正確な深浅測量が要求されるが、こ
のためには測量船の正確な平面位置測定と潮位補正、船
舶の動揺補正が必要不可欠である。しかし、現在の電波
式位置測定装置の精度は、±(0.5m+主従局間距離
×10-5)程度で、主局と従局間の距離が長くなるとそ
の精度は低下する。潮位の補正は、測量海域によって最
も適する検潮所からの潮位データを採用して行われる
が、急潮流時には測量海域と検潮所の間に潮位差が生
じ、正確な潮位補正は困難である。また船舶の動揺補正
には、バーチカルジャイロ、傾斜計、水圧計による方法
があるが、いずれも大きなうねり等による長周期の動揺
は補正ができないのが現状である。以上の測量精度の問
題に加えて、多数設置されている従局点や検潮所の維持
管理に経費や労力を要し、経済的な問題がある。本発明
は、多数の従局点や検潮所を必要とすることなく、高精
度の深浅測量が行えるシステムを実現することを目的と
している。
[Problems to be Solved by the Invention] In the dredging work of ports and sea routes, the planned water depth is secured,
Accurate bathymetric surveys are required to achieve high efficiency. For this purpose, accurate plan position measurement, tide level correction, and ship motion correction of the survey ship are essential. However, the accuracy of the current radio wave type position measuring device is about ± (0.5 m + distance between master and slave stations × 10 −5 ), and the accuracy decreases as the distance between the master station and the slave station increases. The tide level is corrected by using the tide level data from the tidal station that is most suitable for the surveyed sea area. . In addition, there is a method using a vertical gyroscope, an inclinometer, and a water pressure gauge to correct the motion of a ship. However, at present, it is impossible to correct a long-period motion caused by a large swell. In addition to the above-mentioned problems of surveying accuracy, there is an economical problem because the maintenance and management of a large number of slave stations and tidal stations require cost and labor. An object of the present invention is to realize a system capable of performing high-precision bathymetry without requiring many slave stations and tide stations.

【0004】[0004]

【課題を解決するための手段】GPS(Global
Positioning System,汎地球測位シ
ステム)は、米国によって開発実用化されつつある、人
工衛星による新しい測位システムである。その主要な目
的は航空機や船舶のための航法援助であるが、測量技術
をはじめとする、多方面への応用の研究が行われてい
る。本システムで採用するGPSキネマティック測位法
は、干渉観測と呼ばれている相対測位法の一種であり、
複数の受信点で同時にGPS衛星からの電波を受信して
その遅延時間を測定し、受信点間の相対的な位置関係を
求める測定法である。現状の測定機器では各受信点で記
録されたデータを1箇所に集め、同時に処理して測位結
果を得るオフライン処理が行われている。本発明の深浅
測量システムにおいては、前記のGPSキネマティック
測位法をオンライン化し、測量船の位置測定に使用す
る。
Means for Solving the Problems GPS (Global)
Positioning System (Global Positioning System) is a new satellite positioning system that is being developed and put into practical use by the United States. Its main purpose is to provide navigational aids for aircraft and ships, but research is being conducted on various applications, including surveying techniques. The GPS kinematic positioning method adopted in this system is a type of relative positioning method called interference observation,
This is a measurement method in which radio waves from GPS satellites are simultaneously received at a plurality of reception points, the delay times are measured, and a relative positional relationship between the reception points is obtained. In the current measuring equipment, off-line processing for collecting data recorded at each receiving point at one location and simultaneously processing the data to obtain a positioning result is performed. In the bathymetry system of the present invention, the GPS kinematic positioning method described above is made online and used for position measurement of a survey ship.

【0005】すなわち、陸上の既知点に固定局(2)を
1個設置し、測量船に移動局(3)を設置する。GPS
衛星(1)からの電波をそれぞれが同時に受信し、固定
局のデータを移動局に送信し、リアルタイムで双方のデ
ータを演算処理することにより、移動局(測量船)側の
固定局に対する正確な相対位置を得る。
That is, one fixed station (2) is installed at a known point on land, and a mobile station (3) is installed on a survey ship. GPS
The radio waves from the satellite (1) are simultaneously received, the data of the fixed station are transmitted to the mobile station, and both data are processed in real time, thereby providing accurate data to the fixed station on the mobile station (survey ship) side. Get relative position.

【0006】[0006]

【作用】このGPSキネマティック測位法によって得ら
れる高精度の三次元座標値を用いて、測量船の動揺補正
や潮位補正に必要な演算処理を行うことができる。また
これらの座標値は潮位データとして単独で出力すること
も可能である。また、前記のように固定局と移動局間で
は電波式位置測定装置のような、交信は必要ないため、
固定局からの電波が受信できる区域であれば、単一の固
定局で複数の移動局(測量船)による測量が可能であ
る。
By using the high-precision three-dimensional coordinate values obtained by the GPS kinematic positioning method, it is possible to perform arithmetic processing necessary for correction of sway and tide level of a survey ship. These coordinate values can be output alone as tide level data. Further, as described above, since communication is not required between the fixed station and the mobile station as in the radio wave type position measuring device,
In an area where radio waves from fixed stations can be received, surveying by a plurality of mobile stations (survey boats) is possible with a single fixed station.

【0007】[0007]

【実施例】以下今回実施した実験から、GPSキネマテ
ィック測位法による高精度の位置測定、潮位、動揺補正
への適応性について述べる。実験は海上実験、陸上実
験、動揺実験を実施した。海上実験では、陸上の既知点
に固定局を設置し、船上に移動局を取付けて航行させ、
その航跡を記録した。測位精度を比較するため船上に光
波プリズムを取付けて、自動追尾式光波測距儀により航
跡を記録した。両者を比較した結果、平面座標値の最大
相対差は10cmで、現状の電波式位置測定装置の±
(0.5m±主従局間距離×10-5)に比較して精度が
高いことを確認した。
[Embodiment] The following describes the adaptability to high-accuracy position measurement, tide level, and sway correction by the GPS kinematic positioning method based on the experiment conducted this time. The experiment was a sea experiment, a land experiment, and a shaking experiment. In the sea experiment, a fixed station was set up at a known point on land, a mobile station was mounted on a ship, and sailed.
The wake was recorded. A lightwave prism was mounted on the ship to compare the positioning accuracy, and the wake was recorded by an automatic tracking lightwave rangefinder. As a result of comparison between the two, the maximum relative difference between the plane coordinate values was 10 cm, and
It was confirmed that the accuracy was higher than (0.5 m ± distance between master and slave stations × 10 −5 ).

【0008】陸上実験では、トラックに移動局を取付け
時速40kmで走行させ、計測した。海上実験と同様に
自動追尾式光波測距儀によるデータと比較した結果、そ
の相対差は最大5cmであった。動揺実験では、振子状
に動揺させることができるようにした架台上に移動局の
アンテナを取付けて、動揺させながらデータを取得し
た。この際の振子の最大振幅は1.4m、周期は約4秒
とし、10周期を1セットとして計測し、1秒毎のデー
タを得た。振子の支点に取付けた変位計による計測値と
比較した結果、5セット実施した全データの最大相対差
は鉛直方向を含めて7cm程度であった。
In the on-land experiment, a mobile station was mounted on a truck, and the truck was run at a speed of 40 km / h, and measurements were taken. As a result of comparison with the data obtained by the automatic tracking type light wave distance measuring device as in the case of the sea experiment, the relative difference was a maximum of 5 cm. In the swaying experiment, an antenna of the mobile station was mounted on a gantry capable of oscillating like a pendulum, and data was acquired while swaying. At this time, the maximum amplitude of the pendulum was 1.4 m, the cycle was about 4 seconds, and 10 cycles were set as one set, and data was obtained every 1 second. As a result of comparison with the measurement value obtained by the displacement meter attached to the fulcrum of the pendulum, the maximum relative difference among all the data of the five sets was about 7 cm including the vertical direction.

【0009】[0009]

【発明の効果】前記したように本発明によれば、港湾・
航路における深浅測量の高精度化が達成され、浚渫作業
等の各種港湾工事の高精度化、高能率化が計られる。ま
た、単一の固定局のみで同時に複数の測量船による測量
が可能となるため、電波使用上の制約を受けることなく
高能率な測量が行える。加えて多数の従局点を設置する
必要がなくなり、検潮所も不要になることから同施設の
維持管理費の軽減が計れる。
As described above, according to the present invention, it is possible to
Accuracy of bathymetric survey in the channel is achieved, and various port works such as dredging work will be improved in accuracy and efficiency. In addition, since surveying by a plurality of surveying vessels can be performed simultaneously with only a single fixed station, highly efficient surveying can be performed without being restricted by radio wave use. In addition, there is no need to set up many slave stations and there is no need for a tide station, which can reduce the maintenance costs of the facility.

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

【図1】GPSキネマティック測位法を利用した深浅測
量システム概念図である。
FIG. 1 is a conceptual diagram of a bathymetry system using a GPS kinematic positioning method.

【図2】GPSキネマティック測位法を利用した深浅測
量システム系統図である。
FIG. 2 is a system diagram of a bathymetry system using the GPS kinematic positioning method.

【図3】従来の電波式位置測定装置を利用した深浅測量
システム概念図である。
FIG. 3 is a conceptual diagram of a bathymetry system using a conventional radio wave type position measuring device.

【図4】従来の電波式位置測定装置を利用した深浅測量
システム系統図である。
FIG. 4 is a system diagram of a bathymetry system using a conventional radio wave type position measuring device.

【符号の説明】[Explanation of symbols]

1:GPS衛星、2:固定局、3:移動局、4:従局
1、5:従局2、6:主局
1: GPS satellite, 2: fixed station, 3: mobile station, 4: slave station 1, 5: slave station 2, 6: master station

フロントページの続き (72)発明者 吉武 一幸 山口県下関市阿弥陀寺町6−9 運輸省 第四港湾建設局下関機械整備事務所内 (72)発明者 岡本 広夫 山口県下関市阿弥陀寺町6−9 運輸省 第四港湾建設局下関機械整備事務所内 (72)発明者 福田 治美 山口県下関市阿弥陀寺町6−9 運輸省 第四港湾建設局下関機械整備事務所内 (72)発明者 友田 伸明 山口県下関市阿弥陀寺町6−9 運輸省 第四港湾建設局下関機械整備事務所内 (56)参考文献 特開 昭61−108982(JP,A) 特開 昭61−235776(JP,A) 特開 平1−229987(JP,A) 特開 平3−75580(JP,A) 特開 平3−134513(JP,A) 特開 平4−372812(JP,A) 実開 昭60−189866(JP,U) (58)調査した分野(Int.Cl.7,DB名) G01C 13/00 G01S 5/14 Continued on the front page (72) Inventor Kazuyuki Yoshitake 6-9 Amidaji-cho, Shimonoseki-shi, Yamaguchi Prefecture Inside the Shimonoseki Machinery and Maintenance Office, 4th Port Construction Bureau, Ministry of Transport (72) Hiroo Okamoto 6-9, Amida-jimachi, Shimonoseki-shi, Yamaguchi Prefecture Ministry of Transport Inside the 4th Port Construction Bureau Shimonoseki Machinery Maintenance Office (72) Inventor Harumi Fukuda 6-9 Amidaji-machi, Shimonoseki City, Yamaguchi Prefecture Ministry of Transport Inside the 4th Port Construction Bureau Shimonoseki Machinery Maintenance Office (72) Inventor Nobuaki Tomoda Amida, Shimonoseki City, Yamaguchi Prefecture 6-9 Teramachi Inside the Shimonoseki Machinery Maintenance Office, 4th Port Construction Bureau, Ministry of Transportation (56) References JP-A-61-108982 (JP, A) JP-A-61-235776 (JP, A) JP-A 1-229987 (JP) JP, A) JP-A-3-75580 (JP, A) JP-A-3-134513 (JP, A) JP-A-4-372812 (JP, A) Japanese Utility Model Laid-Open No. 60-189866 (JP, U) (58) ) Surveyed field (Int.Cl. 7 , DB name) G01C 13/00 G01S 5/14

Claims (2)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 GPS衛星(1)によるキネマティック
測位法における固定局(2)を既知点、移動局(3)を
測量船に設置し、GPS衛星(1)からの電波を同時に
受信し、固定局(2)のデータを移動局(3)に送信
し、リアルタイムで双方のデータを演算処理することに
よって得られる平面座標値と超音波測深機による深浅値
により深浅測量を行うシステムであって、 更に、前記GPSキネマティック測位法により得られる
高精度の三次元座標値を演算処理することにより、潮位
差及び波浪や航走による測量船の動揺を補正するように
したことを特徴とする深浅測量システム。
1. A fixed station (2) in a kinematic positioning method using a GPS satellite (1) is installed at a known point, a mobile station (3) is installed on a survey ship, and radio waves from the GPS satellite (1) are simultaneously received. A system which transmits data from a fixed station (2) to a mobile station (3), and performs bathymetry using plane coordinate values obtained by arithmetically processing both data in real time and depth values by an ultrasonic sounding device. Further, by processing a high-precision three-dimensional coordinate value obtained by the GPS kinematic positioning method, the tide level difference and the sway of the survey ship due to waves and sailing are corrected. Surveying system.
【請求項2】 GPS衛星(1)によるキネマティック
測位法における固定局(2)を既知点、移動局(3)を
測量船に設置し、GPS衛星(1)からの電波を同時に
受信し、固定局(2)のデータを移動局(3)に送信
し、リアルタイムで双方のデータを演算処理することに
よって得られる平面座標値と超音波測深機による深浅値
により深浅測量を行うシステムであって、 更に、固定局(2)からの電波を、移動局(3)となる
複数の測量船で受信することにより、単一の固定局
(2)で複数箇所の測量が可能なことを特徴とする深浅
測量システム。
2. A fixed station (2) in a kinematic positioning method using a GPS satellite (1) is installed at a known point, a mobile station (3) is installed on a survey ship, and radio waves from the GPS satellite (1) are simultaneously received. A system which transmits data from a fixed station (2) to a mobile station (3), and performs bathymetry using plane coordinate values obtained by arithmetically processing both data in real time and depth values by an ultrasonic sounding device. Further, by receiving radio waves from the fixed station (2) by a plurality of survey vessels serving as the mobile station (3), a single fixed station (2) can measure a plurality of locations. Bathymetry system.
JP31874391A 1991-09-26 1991-09-26 Bathymetry system using GPS kinematic positioning method Expired - Lifetime JP3234889B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP31874391A JP3234889B2 (en) 1991-09-26 1991-09-26 Bathymetry system using GPS kinematic positioning method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP31874391A JP3234889B2 (en) 1991-09-26 1991-09-26 Bathymetry system using GPS kinematic positioning method

Publications (2)

Publication Number Publication Date
JPH0694456A JPH0694456A (en) 1994-04-05
JP3234889B2 true JP3234889B2 (en) 2001-12-04

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Country Link
JP (1) JP3234889B2 (en)

Families Citing this family (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0953936A (en) * 1995-08-18 1997-02-25 Unyusho Daisan Kowan Kensetsu Kyokucho Gps staff
JPH1026660A (en) * 1996-07-10 1998-01-27 Sokkia Co Ltd Position measuring system
JPH10332416A (en) * 1997-06-02 1998-12-18 Kansai Electric Power Co Inc:The Automatic moving body, automatic navigating ship, and automatic surveying ship for deposited sand of dam
US6256585B1 (en) * 1999-10-14 2001-07-03 U.S. Army Corps Of Engineers As Represented By The Secretary Of The Army Method for measuring depths of a waterway and for determining vertical positions of a waterborne vessel
JP2011149720A (en) * 2010-01-19 2011-08-04 Topcon Corp Surveying system
KR101019717B1 (en) * 2010-06-10 2011-03-07 강일형 Gps surveying system using a mobile phone

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Publication number Publication date
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