JP2003014455A - Topographic surveying method - Google Patents

Topographic surveying method

Info

Publication number
JP2003014455A
JP2003014455A JP2001203275A JP2001203275A JP2003014455A JP 2003014455 A JP2003014455 A JP 2003014455A JP 2001203275 A JP2001203275 A JP 2001203275A JP 2001203275 A JP2001203275 A JP 2001203275A JP 2003014455 A JP2003014455 A JP 2003014455A
Authority
JP
Japan
Prior art keywords
gps
surveying
survey
ship
horizontal position
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.)
Pending
Application number
JP2001203275A
Other languages
Japanese (ja)
Inventor
Yoshiharu Yoshida
由治 吉田
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.)
KEISOKU JOHO SYSTEM KK
Original Assignee
KEISOKU JOHO SYSTEM KK
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 KEISOKU JOHO SYSTEM KK filed Critical KEISOKU JOHO SYSTEM KK
Priority to JP2001203275A priority Critical patent/JP2003014455A/en
Publication of JP2003014455A publication Critical patent/JP2003014455A/en
Pending legal-status Critical Current

Links

Classifications

    • 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

Landscapes

  • Position Fixing By Use Of Radio Waves (AREA)

Abstract

PROBLEM TO BE SOLVED: To easily and precisely survey the landform of a tidal zone without depending on aerial surveying, radar or photographic surveying, or surveying with sounding lead. SOLUTION: A survey ship 1 is navigated to the vicinity of a land-fill layer B, a support rod 3 having a GPS antenna 2 mounted on the tip is extended from the survey ship 1 to the land-fill layer B side, and a weight 5 at the lower end of a rod 4 suspended from the GPS antenna 2 is positioned in a water edge. The weight 5 is moved along the water edge line by the navigation of the ship 1 and the operation of the support rod 3 by a worker, the horizontal position data of the water edge line are determined with the survey ship 1 as the movable station of a GPS positioning system, and the horizontal position data are accumulated every tidal level to grasp the landform of the tidal zone similarly to contour lines.

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、浅海域の地形を測
量する方法に係り、より詳しくは潮の干満の影響を受け
る感潮帯の地形をGPS(Global Positioning Syste
m)を利用して測量する方法に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for measuring topography in a shallow sea area, and more particularly to a GPS (Global Positioning System) for terrain in a tidal zone affected by tides.
m) concerning the method of surveying.

【0002】[0002]

【従来の技術】例えば、海面埋立て工事においては、土
砂投入場所や投入量を決定する目的で、音響測深機によ
る深浅測量を行っているが、埋立てをより効率的にかつ
安全に行うには、干潮時には海上に現出し、満潮時には
海面に没するような感潮帯の地形を正確に把握すること
が有用となる。しかるに、前記音響測深機は、水面下発
信が条件となるため、前記感潮帯のような水深の浅いと
ころでの使用は不可能で、感潮帯の地形を測量するに
は、航空測量、高櫓からのレーダーまたは写真測量、あ
るいはレッドによる測量に頼らざるを得ないという制約
があった。
2. Description of the Related Art For example, in sea reclamation work, sound depth surveying is performed by an acoustic sounder for the purpose of determining the place and amount of sediment input. It is useful to accurately grasp the terrain of the tidal zone that appears on the sea at low tide and sinks to the sea surface at high tide. However, since the acoustic sounding machine is required to transmit underwater, it cannot be used in shallow water such as the tidal zone. There was a constraint that we had to rely on radar or photogrammetry from the turret, or red surveying.

【0003】[0003]

【発明が解決しようとする課題】しかしながら、上記し
た航空測量によれば、航空機の飛行に高コストがかかる
上、データ処理に長時間を要し、上記した埋立て工事の
ように日常的に地形測量を必要とする場合には、到底適
用できないものとなっていた。また、上記高櫓からのレ
ーダーまたは写真測量によれば、測量範囲が著しく制限
されることに加え、正確な測量が困難であり、さらには
レッドによる測量によれば、水際でレッドを安定的に操
作することはほとんど不可能で、実質、感潮帯の測量は
断念せざるを得ない状況にあった。
However, according to the above-mentioned aerial survey, it takes a high cost to fly the aircraft, and it takes a long time to process the data. When surveying was required, it could not be applied at all. Moreover, according to radar or photogrammetry from the above high turret, in addition to the fact that the surveying range is significantly limited, accurate surveying is difficult, and according to the surveying by red, red is stable at the water's edge. It was almost impossible to operate, and in reality, there was no choice but to give up surveying tidal zones.

【0004】本発明は、上記した技術的背景に鑑みてな
されたもので、その課題とするところは、航空測量、レ
ーダーまたは写真測量、レッドによる測量などに頼るこ
となく、感潮帯を対象に簡単かつ正確に地形を測量する
ことができる測量方法を提供することにある。
The present invention has been made in view of the above technical background, and its object is to target the tidal zone without relying on aerial surveying, radar or photogrammetry, surveying by red, etc. It is to provide a surveying method capable of surveying the terrain easily and accurately.

【0005】[0005]

【課題を解決するための手段】本発明は、上記課題を解
決するため、測量対象域の水際線に沿ってGPSアンテ
ナを移動させて、GPS測位システムにより水際線の水
平方向位置データを求め、前記水平方向位置データを潮
位ごとに集積することを特徴とする。このように行う地
形測量方法によれば、GPS測位システムにより水際線
の水平方向位置データを正確に求めることができるの
で、水際線に沿ったGPSアンテナの移動を干潮と満潮
との間で複数回行うことで、等高線と同じように潮位ご
との地形を求めることができる。この場合、上記潮位
は、GPS信号に含まれる時刻と関連付けて特定するの
が望ましく、これにより、GPS測位システムによる水
平方向位置の測量時刻と対応して正確に潮位を特定する
ことができる。本発明において、上記水際線に沿ってG
PSアンテナを移動させる方法は任意であり、GPSア
ンテナを船上から操作する方法あるいは陸上から操作す
る方法を採用することができる。
In order to solve the above-mentioned problems, the present invention moves a GPS antenna along the waterfront of a survey area and obtains horizontal position data of the waterfront by a GPS positioning system, The horizontal position data is accumulated for each tide level. According to the topographical survey method performed in this manner, the horizontal position data of the waterfront can be accurately obtained by the GPS positioning system, and therefore the movement of the GPS antenna along the waterfront is performed a plurality of times between low tide and high tide. By doing so, it is possible to obtain the terrain for each tide level as with contour lines. In this case, it is desirable to identify the tide level in association with the time included in the GPS signal, which allows the tide level to be accurately identified in correspondence with the horizontal position survey time of the GPS positioning system. In the present invention, G along the shoreline
The method of moving the PS antenna is arbitrary, and a method of operating the GPS antenna from the ship or a method of operating from the land can be adopted.

【0006】[0006]

【発明の実施の形態】以下、本発明の実施の形態を添付
図面に基づいて説明する。
BEST MODE FOR CARRYING OUT THE INVENTION Embodiments of the present invention will be described below with reference to the accompanying drawings.

【0007】図1および2は、本発明に係る地形測量方
法の一つの実施の形態を示したものである。本実施の形
態は、護岸(図示略)により囲まれた海底地盤A上に土
砂を投入することにより造成された埋立層Bの感潮帯の
地形、すなわち最高潮位H.W.Lと最低潮位L.W.Lとの間の
地形を測量しようとするものである。前記感潮帯の地形
の測量に際しては、図1に示すように埋立層Bの近傍に
測量船1を乗り入れ、この測量船1から埋立層B側へ、
先端部にGPSアンテナ2を取付けた支持杆3を延ば
し、GPSアンテナ2から垂下したロッド4の下端の重
錘5を水際に位置決めして、測量船1の航行と作業者に
よる支持杆3の操作とにより重錘5を水際線に沿って移
動させる。ここで、GPSアンテナ2は支持杆1の先端
部に揺動自在に取付けるようにし、これにより重錘5を
下端に有するロッド4は鉛直方向に起立する状態を維持
し、したがって、GPSアンテナ2は、平面的に重錘5
と一体的に水際線に沿って移動するようになる。なお、
支持杆3は、テレスコピック式に伸縮するものを用いて
もよい。
1 and 2 show one embodiment of the topographic survey method according to the present invention. In this embodiment, the landform of the tidal zone of the reclaimed layer B created by pouring earth and sand on the seabed A surrounded by the seawall (not shown), that is, between the highest tide level HWL and the lowest tide level LWL It is intended to measure the topography of. At the time of surveying the topography of the tidal zone, as shown in FIG. 1, the survey ship 1 is put in the vicinity of the landfill layer B, and from this survey ship 1 to the landfill layer B side,
A support rod 3 having a GPS antenna 2 attached to its tip is extended, a weight 5 at the lower end of a rod 4 hanging from the GPS antenna 2 is positioned at the water's edge, and navigation of the survey ship 1 and operation of the support rod 3 by an operator are performed. And move the weight 5 along the waterfront line. Here, the GPS antenna 2 is swingably attached to the tip end of the support rod 1, so that the rod 4 having the weight 5 at the lower end maintains a state of standing upright in the vertical direction. , Plane weight 5
It will move along the waterfront along with. In addition,
The support rod 3 may be one that telescopically expands and contracts.

【0008】一方、測量船1上には、図2に示すように
上記GPSアンテナ2からGPS信号を取込むGPS受
信機6と、正確な位置が分っている基準局10から無線
送信された補正データを受けるデータ受信アンテナ7
と、このデータ受信アンテナ7から補正データを取込む
データ受信機8と、前記GPS受信機6およびデータ受
信機8から取込んだデータに基づいて前記重錘5の水平
方向位置を求める演算処理装置(パソコン)9とが搭載
されており、該測量船1は、GPSアンテナ2を含め
て、移動局として構成されている。なお、基準局10
は、GPSアンテナ、GPS受信機、データ送信機、デ
ータ送信アンテナ等を備えているが、これらについては
図示を省略する。
On the other hand, on the surveying vessel 1, as shown in FIG. 2, a GPS receiver 6 which takes in a GPS signal from the GPS antenna 2 and a correction wirelessly transmitted from a reference station 10 whose accurate position is known. Data receiving antenna 7 for receiving data
And a data receiver 8 that takes in correction data from the data receiving antenna 7, and an arithmetic processing unit that obtains the horizontal position of the weight 5 based on the data taken in from the GPS receiver 6 and the data receiver 8. (PC) 9 is mounted, and the surveying vessel 1 is configured as a mobile station including the GPS antenna 2. The reference station 10
Includes a GPS antenna, a GPS receiver, a data transmitter, a data transmission antenna, etc., but these are not shown.

【0009】上記移動局1および基準局10は、複数の
衛星11と共にGPS測位システムを構成している。G
PS測位システムは、通常4つ以上の衛星11から取込
んだGPS信号に基づいて4元連立方程式を解いて3次
元位置を測位する機能を有しているが、ここでは、重錘
5の水平方向位置(2次元位置)を演算すればよいの
で、3つの衛星11の信号を利用するだけでも足りる。
しかして、本実施の形態においては、上記演算処理装置
9に、時刻と潮位との相関を予め記憶させ、前記GPS
測位システムにより求めた重錘5の水平方向位置データ
と潮位データとに基づいて潮位ごとの地形を演算させる
ようにしている。この場合、衛星11から発信されるG
PS信号は時刻の要素をもっているので、ここでは、演
算処理装置9にこのGPS信号に含まれる時刻により潮
位を特定する機能を持たせ、前記した地形の演算を自動
的に実行させるようにしている。
The mobile station 1 and the reference station 10 form a GPS positioning system together with a plurality of satellites 11. G
The PS positioning system usually has a function of solving a four-dimensional simultaneous equation based on GPS signals acquired from four or more satellites 11 to position a three-dimensional position. Since it is sufficient to calculate the directional position (two-dimensional position), it is sufficient to use the signals of the three satellites 11.
Therefore, in the present embodiment, the arithmetic processing unit 9 stores the correlation between the time and the tide level in advance, and
The topography for each tide level is calculated based on the horizontal position data of the weight 5 obtained by the positioning system and the tide level data. In this case, G transmitted from the satellite 11
Since the PS signal has an element of time, here, the arithmetic processing unit 9 is provided with a function of identifying the tide level according to the time included in the GPS signal so that the above-mentioned terrain operation is automatically executed. .

【0010】埋立層Bの地形の測量に際しては、前記し
たように重錘5すなわちGPSアンテナ3を埋立層Bの
水際線に沿って移動させ、前記GPS測位システムによ
り水際線の水平方向位置を連続的に求めるが、本実施の
形態においては、この移動を、満潮時と干潮時とを含め
て複数回実行する。満潮および干潮の時間幅は各々2時
間程度あるので、通常はこの時間内で水際線の全線に沿
って重錘5(GPSアンテナ3)を移動させることがで
きる。したがって、GPS測位システムによる満潮時お
よび干潮時の測位データ(水平方向位置データ)は、そ
のまま満潮時および干潮時における埋立層Bの地形を表
すことになり、潮位ごとに測位データを集合させる処理
は不要となる。これに対し、満潮時と干潮時との中間の
時間帯は、潮位が経時的に変化するので、重錘5(GP
Sアンテナ3)を移動させて求めた測位データは、その
ままでは埋立層Bの地形を表すことにはならない。しか
し、本実施の形態においては、満潮時と干潮時との中間
の時間帯で複数回重錘5を移動させるようにしているの
で、演算処理装置9は、予め記憶した時刻ごとの潮位デ
ータを参照して、潮位ごとに測位データを集合する処理
を行い、これにより等高線と同じように潮位ごとの地形
が得られるようになる。
When measuring the landform of the landfill layer B, as described above, the weight 5 or the GPS antenna 3 is moved along the waterfront line of the landfill layer B, and the horizontal position of the waterline is continuously determined by the GPS positioning system. However, in the present embodiment, this movement is executed a plurality of times including high tide and low tide. Since the time widths of high tide and low tide are each about 2 hours, the weight 5 (GPS antenna 3) can normally be moved along the entire waterfront line within this time. Therefore, the positioning data (horizontal position data) at high tide and low tide by the GPS positioning system represents the landform of the landfill layer B at high tide and low tide as it is, and the process of collecting positioning data for each tide level is performed. It becomes unnecessary. On the other hand, in the time zone between the high tide and the low tide, since the tide level changes with time, the weight 5 (GP
The positioning data obtained by moving the S antenna 3) does not directly represent the landform of the landfill layer B. However, in the present embodiment, the weight 5 is moved a plurality of times in the time zone between the high tide and the low tide, so the arithmetic processing unit 9 stores the tide level data for each time stored in advance. By referring to this, a process of collecting positioning data for each tide level is performed, and as a result, a terrain for each tide level can be obtained in the same manner as contour lines.

【0011】本実施の形態においては特に、GPS測位
システムによる測位方式として、基準局10との相対測
位方式を採用しているので、測位データは著しく高精度
(一例として、±数cm)となり、埋立層Bの感潮帯の
地形を高精度に把握することができ、したがって、埋立
て工事における土砂投入場所や投入量の決定に大いに役
立つものとなる。
In the present embodiment, since the relative positioning method with respect to the reference station 10 is adopted as the positioning method by the GPS positioning system, the positioning data has extremely high accuracy (± several cm as an example) and landfill. The topography of the tidal zone of layer B can be grasped with high accuracy, and therefore it is very useful for determining the place and amount of sediment input in the landfill work.

【0012】なお、上記実施の形態においては、測量船
1上から支持杆3を延ばして、GPSアンテナ2を水際
線に沿って移動させるようにしたが、本発明は、測量船
1に頼ることなく、陸上から支持杆3を操作してGPS
アンテナ2を水際線に沿って移動させるようにしてもよ
い。この場合は、GPS測位システムを構成するGPS
受信機6、データ受信アンテナ7、データ受信機8、演
算処理装置(ノート型パソコンでも可)9等を適当な単
位でユニット化して、可搬性を高めるようにする。ま
た、本発明の適用範囲は、上記埋立て工事における埋立
層Bの地形測量に限定されないことはもちろんで、例え
ば、地震や風水害の影響で崩落した海岸線の測量、ある
いは異常潮位を受けた海岸線の測量に簡便に適用するこ
とができる。
In the above embodiment, the support rod 3 is extended from above the survey ship 1 to move the GPS antenna 2 along the waterfront line. However, the present invention relies on the survey ship 1. Instead, operate the support rod 3 from land and use GPS
The antenna 2 may be moved along the waterfront line. In this case, the GPS that constitutes the GPS positioning system
The receiver 6, the data receiving antenna 7, the data receiver 8, the arithmetic processing unit (notebook personal computer is possible) 9 and the like are unitized in appropriate units to enhance portability. Further, the scope of application of the present invention is not limited to the topographical survey of the landfill layer B in the above-mentioned landfill construction. It can be easily applied to surveying.

【0013】[0013]

【発明の効果】以上、詳細に説明したように、本発明に
係る地形測量方法によれば、GPS測位システムによる
測位データに潮位データを組込むことで、感潮帯を対象
に簡単かつ正確に地形を測量することができるようにな
り、埋立て工事における施工管理、自然災害による海岸
線の変形把握などに極めて有用となる。
As described above in detail, according to the terrain surveying method of the present invention, by incorporating the tide level data into the positioning data by the GPS positioning system, the terrain can be easily and accurately targeted at the tidal zone. It will be very useful for landfill construction management and grasp of coastline deformation due to natural disasters.

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

【図1】本発明に係る地形測量方法の一つの実施の形態
を示す模式図である。
FIG. 1 is a schematic diagram showing an embodiment of a topographical survey method according to the present invention.

【図2】本発明で利用するGPS測位システムの構造を
示すブロック図である。
FIG. 2 is a block diagram showing the structure of a GPS positioning system used in the present invention.

【符号の説明】[Explanation of symbols]

1 測量船(移動局) 2 GPSアンテナ 3 支持杆 4 ロッド 5 重錘 10 基準局 11 衛星 A 海底地盤 B 埋立層 1 Survey ship (mobile station) 2 GPS antenna 3 support rods 4 rod 5 weights 10 reference stations 11 satellites A seabed B Landfill layer

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】 測量対象域の水際線に沿ってGPSアン
テナを移動させて、GPS測位システムにより水際線の
水平方向位置データを求め、前記水平方向位置データを
潮位ごとに集積することを特徴とする地形測量方法。
1. A GPS antenna is moved along a waterfront line of a survey area to obtain horizontal position data of the waterfront line by a GPS positioning system, and the horizontal position data is accumulated for each tide level. Topographic survey method.
【請求項2】 潮位を、GPS信号に含まれる時刻と関
連付けて特定することを特徴とする請求項1に記載の地
形測量方法。
2. The topographic survey method according to claim 1, wherein the tide level is specified in association with the time included in the GPS signal.
【請求項3】 GPSアンテナを、船上から操作するこ
とを特徴とする請求項1または2に記載の地形測量方
法。
3. The topographical survey method according to claim 1, wherein the GPS antenna is operated from the ship.
【請求項4】 GPSアンテナを、陸上から操作するこ
とを特徴とする請求項1または2に記載の地形測量方
法。
4. The topographic survey method according to claim 1, wherein the GPS antenna is operated from the land.
JP2001203275A 2001-07-04 2001-07-04 Topographic surveying method Pending JP2003014455A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
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Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2001203275A JP2003014455A (en) 2001-07-04 2001-07-04 Topographic surveying method

Publications (1)

Publication Number Publication Date
JP2003014455A true JP2003014455A (en) 2003-01-15

Family

ID=19039941

Family Applications (1)

Application Number Title Priority Date Filing Date
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Country Status (1)

Country Link
JP (1) JP2003014455A (en)

Cited By (4)

* Cited by examiner, † Cited by third party
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CN103389076A (en) * 2013-07-24 2013-11-13 国家海洋局第二海洋研究所 Submarine topography change detection and analysis method based on mesh reconstruction
CN106019318A (en) * 2016-05-27 2016-10-12 深圳市天鼎微波科技有限公司 Implementation method of surveying topography and landform by using Beidou satellite system
JP2019117168A (en) * 2017-12-27 2019-07-18 学校法人北里研究所 Underwater target point positioning system, underwater target point positioning method, and program
CN111666953A (en) * 2020-06-04 2020-09-15 电子科技大学 Tidal zone surveying and mapping method and device based on semantic segmentation

Cited By (7)

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CN103389076A (en) * 2013-07-24 2013-11-13 国家海洋局第二海洋研究所 Submarine topography change detection and analysis method based on mesh reconstruction
CN106019318A (en) * 2016-05-27 2016-10-12 深圳市天鼎微波科技有限公司 Implementation method of surveying topography and landform by using Beidou satellite system
CN106019318B (en) * 2016-05-27 2018-10-09 深圳市天鼎微波科技有限公司 A kind of implementation method for surveying topography and geomorphology using Beidou satellite system
JP2019117168A (en) * 2017-12-27 2019-07-18 学校法人北里研究所 Underwater target point positioning system, underwater target point positioning method, and program
JP7062270B2 (en) 2017-12-27 2022-05-06 学校法人北里研究所 Underwater target point positioning system, underwater target point positioning method, and program
CN111666953A (en) * 2020-06-04 2020-09-15 电子科技大学 Tidal zone surveying and mapping method and device based on semantic segmentation
CN111666953B (en) * 2020-06-04 2022-07-01 电子科技大学 Tidal zone surveying and mapping method and device based on semantic segmentation

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