JP2001153653A - Riverbed height measuring device - Google Patents

Riverbed height measuring device

Info

Publication number
JP2001153653A
JP2001153653A JP2000232791A JP2000232791A JP2001153653A JP 2001153653 A JP2001153653 A JP 2001153653A JP 2000232791 A JP2000232791 A JP 2000232791A JP 2000232791 A JP2000232791 A JP 2000232791A JP 2001153653 A JP2001153653 A JP 2001153653A
Authority
JP
Japan
Prior art keywords
wire
measuring device
height measuring
tail
riverbed height
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
JP2000232791A
Other languages
Japanese (ja)
Inventor
Chino Senokuchi
鎮翁 瀬之口
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP2000232791A priority Critical patent/JP2001153653A/en
Publication of JP2001153653A publication Critical patent/JP2001153653A/en
Pending legal-status Critical Current

Links

Abstract

PROBLEM TO BE SOLVED: To enable a conventional riverbed height measuring device to easily, surely and accurately measure the riverbed height of a rapid current part. SOLUTION: In this riverbed height measuring device, vehicles freely movable along a sounding line are respectively arranged on, both banks of a river, a lead cup suspended by a water depth measuring wire is moved along a cableway wire tensioned between the vehicles, and this lead cup is composed of a body part, a horizontal tail and a vertical tail arranged in a rear part of this body part and a wire installing part arranged in the body part. The horizontal tail can relatively freely incline on a horizontal plane, and the body part has a streamlined shape or a spherical shape.

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】本発明は河床高さ測定装置、
特に激流水域の河床の深浅を計る河床高さ測定装置に関
するものである。
TECHNICAL FIELD The present invention relates to a riverbed height measuring device,
Particularly, the present invention relates to a riverbed height measuring device for measuring the depth of a riverbed in a torrent water area.

【0002】[0002]

【従来の技術】従来の河川深浅測量は船を用いて、船
位、潮位及び水深等を同時に観測し、横断図、深線図を
作成し、上記水深測定用機器としては水深1m以上では
音響測深機、3m以内では鉛鍾(レッド)を付した検尺
を用いていた。
2. Description of the Related Art In conventional river bathymetry, a ship is used to simultaneously observe ship position, tide level, water depth, etc., and make a cross-section diagram and a depth map. In the case of a machine with a length of less than 3 meters, a red scale was used.

【0003】[0003]

【発明が解決しようとする課題】然しながら、原子力発
電所や火力発電所等の総合冷却水排出口前面等の水の流
れは激流で、そのため波やうねりで船による測量ができ
ず、また、転覆の可能性もあり船の作業員が危険であっ
た。
However, the flow of water at the front of the integrated cooling water discharge port of a nuclear power plant or a thermal power plant is a torrent, which makes it impossible to measure by a ship due to waves and swells, And the ship's crew was dangerous.

【0004】また、河川両岸に固定した大型クレンによ
り測量も可能であるが、大型クレンはそのままでは公道
での運行ができないので、大型クレンの組立分解作業が
必要で、また、その為の車両及び人員が必要で、クレン
使用深浅測量は莫大な費用を要する。
[0004] In addition, surveying is also possible using large-sized cleans fixed on both banks of the river, but large-sized cleans cannot be operated on public roads as it is, so that large-sized cleans must be assembled and disassembled. And personnel are required, and the use of Clen bathymetry requires enormous costs.

【0005】また、激流の水域や浅瀬では、音響測深機
は泡立ちや、濃い濁り状態による音波の散乱又は伝達不
良により水深を正しく測定できず、また、レッドは激流
により前後左右に振れ、使用に耐えなかった。
Further, in a torrent water area or shallow water, an acoustic sounder cannot accurately measure the water depth due to bubbling or scattering or poor transmission of sound waves due to a dense turbid state. I did not endure.

【0006】本発明は上記の欠点を除くようにしたもの
である。
The present invention has been made to eliminate the above disadvantages.

【0007】[0007]

【課題を解決するための手段】[Means for Solving the Problems]

【0008】本発明の河床高さ測定装置は、河川の両岸
に夫々配置した深浅測量路線に沿って移動自在な車両
と、上記車両間に張設した索道ワイヤーと、上記索道ワ
イヤーに沿って移動自在な水深測定用ワイヤーと、上記
ワイヤーによって吊下した鉛鍾とより成り、上記鉛鍾が
胴体部と、この胴体部の後部に設けた水平尾翼及び垂直
尾翼と、上記胴体部に設けたワイヤー取付部とよりなる
ことを特徴とする。
A riverbed height measuring apparatus according to the present invention comprises a vehicle movable along a bathymetric survey line arranged on each side of a river, a cableway wire stretched between the vehicles, and a cableway extending along the cableway wire. It comprises a movable water depth measuring wire and a lead pendant suspended by the wire, and the lead pendant is provided on the body, a horizontal tail and a vertical tail provided at a rear portion of the body, and provided on the body. It is characterized by comprising a wire attachment part.

【0009】上記水深測定用ワイヤーは、上記車両間に
張設した索道ワイヤーに沿って移動自在に設けた滑車に
懸架されていることを特徴とする。
[0009] The water depth measuring wire is suspended on a pulley movably provided along a cableway wire stretched between the vehicles.

【0010】本発明の河床高さ測定装置は、胴体部と、
この胴体部の後部に設けた水平尾翼及び垂直尾翼と、上
記胴体部に設けたワイヤー取付部とよりなることを特徴
とする。
[0010] The riverbed height measuring apparatus of the present invention comprises:
It is characterized by comprising a horizontal tail and a vertical tail provided at a rear part of the body, and a wire mounting part provided at the body.

【0011】上記水平尾翼は水平面に相対的に傾斜自在
であることを特徴とする。
[0011] The horizontal stabilizer is characterized in that it can be tilted relatively to a horizontal plane.

【0012】上記胴体部は、流線型または球型である。The body is of a streamline type or a spherical type.

【0013】[0013]

【発明の実施の形態】以下図面によって本発明の実施例
を説明する。
Embodiments of the present invention will be described below with reference to the drawings.

【0014】本発明の河床高さ測定装置は図1〜図3に
示すように、発電所冷却水排出口や前面激流水域等の河
川1を横切る深浅測量路線に沿って両岸に夫々配置した
アウトリガーにより固定したウインチ搭載の車両2,2
と、上記各車両2,2に載置したウインチ3により上記
車両2,2間に上記深浅測量路線に沿って張設した索道
ワイヤー4と、上記索道ワイヤー4上に沿って移動自在
に設けた横行滑車5と、一端が上記車両2に固定され、
他端が上記横行滑車5を介して下方に垂下せしめた目盛
のある水深測定用ワイヤー6と、上記水深測定用ワイヤ
ー6の他端に固定した鉛製の重さ例えば10kgのレッド
7と、一端を上記横行滑車4に固定し、他端を上記両岸
の夫々に導いた目盛のある移動用兼側距用ワイヤー8と
により構成する。
As shown in FIGS. 1 to 3, the riverbed height measuring apparatus of the present invention is disposed on both banks along a bathymetric survey line that crosses a river 1 such as a power plant cooling water discharge port or a frontal rapid flow water area. Vehicles 2 and 2 equipped with winches secured by outriggers
And a cableway wire 4 stretched between the vehicles 2 and 2 along the bathymetric survey line by a winch 3 mounted on each of the vehicles 2 and 2, and movably provided along the cableway wire 4. A transverse pulley 5 and one end fixed to the vehicle 2;
A depth-measuring wire 6 whose other end is suspended downward through the transverse pulley 5, a lead weight, for example, 10 kg red 7 fixed to the other end of the depth measuring wire 6, Is fixed to the transverse pulley 4, and the other end is constituted by a scaled moving and side-distance wire 8 led to each of the two banks.

【0015】また、上記レッド7は、図4〜図8に示す
ように、流線形状の胴体部9と、この胴体部9の後部に
設けた十字状断面の尾部10と、上記尾部10の上部垂
直板10aに上側から嵌合するコ字状断面の取付部11
aと水平尾翼11bと垂直尾翼11cとよりなる水平垂
直尾翼11と、上記水平垂直尾翼11の取付部11aの
両側板に夫々設けた縦方向の長孔12と、上記水平垂直
尾翼11の長孔12に対応した位置で上記尾部10の上
部垂直板10aに設けた貫通孔13と、上記長孔12と
上記貫通孔13を貫通する固定ボルト14と、上記水平
垂直尾翼11の取付部11aの底部11dと上記尾部1
0の上部垂直板10aの上面間に介在した上記水平尾翼
11bを水平面に対して5度前部が後部に比べて高くな
るように傾斜せしめた角度調整用の楔状のテパー矢板1
5と、上記胴体部9をその上部から垂直に貫通せしめた
貫通孔16と、上記貫通孔16に交差する、上記胴体部
9をその側面から水平に貫通せしめた貫通孔17と、上
記貫通孔17に挿入せしめるピン18とよりなり、上記
水深測定用ワイヤー6の他端を上記貫通孔16に挿入せ
しめ、上記貫通孔17に挿入したピン18に固定せしめ
る。
As shown in FIGS. 4 to 8, the red 7 has a streamlined body portion 9, a cross-shaped tail portion 10 provided at the rear of the body portion 9, and a rear portion of the tail portion 10. U-shaped mounting section 11 fitted into upper vertical plate 10a from above
a, the horizontal tail 11b, and the vertical tail 11c, the vertical slots 12 respectively provided on both side plates of the mounting portion 11a of the horizontal tail 11, and the slots of the horizontal tail 11 12, a through hole 13 provided in the upper vertical plate 10 a of the tail portion 10 at a position corresponding to 12, a fixing bolt 14 passing through the long hole 12 and the through hole 13, and a bottom portion of the mounting portion 11 a of the horizontal vertical tail 11. 11d and tail 1 above
Wedge-shaped tapered sheet pile 1 for angle adjustment in which the horizontal tail fin 11b interposed between the upper surfaces of the upper vertical plate 10a is inclined by 5 degrees with respect to the horizontal plane so that the front part is higher than the rear part.
5, a through hole 16 vertically penetrating the body portion 9 from above, a through hole 17 crossing the through hole 16 and horizontally penetrating the body portion 9 from the side thereof, and the through hole The other end of the water depth measuring wire 6 is inserted into the through hole 16 and is fixed to the pin 18 inserted into the through hole 17.

【0016】本発明の河床高さ測定装置は上記のような
構成であるから、河川1の深浅測量路線上の水深測定を
始める基準点をトランシット等により設定し、図3に示
すように、上記水深測定用ワイヤ6のレッド7が上記基
準点上に位置するよう上記移動用兼測距用ワイヤー8に
より上記横行滑車4を上記索道ワイヤー4上で移動して
固定し、上記レッド7が水中に没し水底に着地するま
で、上記水深測定用ワイヤー6を伸ばす。
Since the riverbed height measuring apparatus of the present invention is configured as described above, a reference point at which the water depth measurement on the bathymetric surveying line of the river 1 is started is set by transit or the like, and as shown in FIG. The transverse pulley 4 is moved and fixed on the cableway wire 4 by the moving / ranging wire 8 so that the red 7 of the water depth measuring wire 6 is located on the reference point, and the red 7 is placed in the water. The water depth measurement wire 6 is extended until it sinks and lands on the water bottom.

【0017】この時、激流水域でも、上記レッド7は上
記垂直尾翼11cにより左右にぶれることなく、また、
上記水平尾翼11bにより前後にぶれることなく、水平
に河底に着地せしめることができる。
At this time, even in a torrent area, the red 7 does not move left and right by the vertical tail unit 11c.
The horizontal tail unit 11b allows the vehicle to land horizontally on the riverbed without being shaken back and forth.

【0018】この状態で、岸に設けた水深測定用ワイヤ
ーレベル測定機19により、上記水深測定用ワイヤー6
の目盛を読み、上記レベル測定機19の位置と上記目盛
により、水準測量の計算方式を使って河床の高さを計算
せしめる。
In this state, the water depth measuring wire 6 is provided by the water depth measuring wire level measuring machine 19 provided on the shore.
Is read, and the height of the riverbed is calculated using the leveling calculation method based on the position of the level measuring machine 19 and the scale.

【0019】上記測定後、図9に示すように、上記水深
測定用ワイヤー6のレッド7が河川1の幅方向の次の測
定位置に移動するために、上記移動用兼側距用ワイヤー
8により上記横行滑車4を一方の車両側に移動して固定
し、上記水深測定用ワイヤー6を伸縮し、上記レッド7
が水底に着地したところで、上記と同様に岸に設けた上
記水深測定用ワイヤーレベル測定機19により、上記水
深測定用ワイヤー6の目盛を読み、上記レベル測定機1
9と上記目盛により河床の高さを計算せしめ、順次、他
方車両から一方の車両側に向かってレッド移動せしめ
て、河川の横一列の深浅測量を完了せしめる。
After the above measurement, as shown in FIG. 9, the red 7 of the water depth measuring wire 6 is moved to the next measuring position in the width direction of the river 1 by the moving and side distance wire 8. The transverse pulley 4 is moved to one vehicle side and fixed, and the water depth measuring wire 6 is expanded and contracted, and the red 7
At the bottom of the water, the scale of the depth measuring wire 6 is read by the depth measuring wire level measuring device 19 provided on the shore in the same manner as above, and the level measuring device 1
The height of the riverbed is calculated using the scale 9 and the above scale, and red is sequentially moved from the other vehicle toward the one vehicle to complete the bathymetric survey of one horizontal row of the river.

【0020】上記河川の深浅測量路線の横一列の深浅測
量が完了した後、両岸の車両2のウインチ3を操作して
上記車両2,2間に張設した索道ワイヤー4を緩め、上
記水深測定用ワイヤー6及びレッド7を水中から引き上
げ、上記車両の配置アウトリガを解除して、上記車両2
を次の深浅測量路線に沿って移動せしめ、上記と同様に
両岸に車両を固定し、河川の横断深浅測量を順次行な
う。
After the bathymetric surveying of the river is completed, the winch 3 of the vehicle 2 on both banks is operated to loosen the cableway wire 4 stretched between the vehicles 2 and 2 and the water depth is measured. The measurement wire 6 and the red 7 are pulled out of the water, the outrigger of the vehicle is released, and the vehicle 2 is released.
Is moved along the next bathymetric survey route, vehicles are fixed on both banks in the same manner as above, and crossing bathymetric survey of rivers is performed sequentially.

【0021】図10及び図11は本発明のレッドの他の
実施例を示し、この実施例においてはレッド20を用
い、このレッド20は、球状の胴体部21と、この胴体
部21の尾部に固定した、その面を上記球状の胴体部2
1から半径方向に延びる水平尾翼22a及びこれと直角
の垂直尾翼22bとよりなる水平垂直尾翼22と、上記
胴体部21の上部に設けた水深測定用ワイヤー6固定用
のリング状の固定金具23とにより構成する。
FIGS. 10 and 11 show another embodiment of the red of the present invention. In this embodiment, a red 20 is used, and the red 20 is attached to a spherical body 21 and a tail of the body 21. The surface is fixed to the spherical body 2
A horizontal / vertical tail 22 comprising a horizontal tail 22 a extending in a radial direction from the vertical tail 22 and a vertical tail 22 b perpendicular to the horizontal tail 22, and a ring-shaped fixture 23 for fixing the water depth measuring wire 6 provided on the upper part of the body 21. It consists of.

【0022】この実施例においても、激流水域でも、上
記レッド20は上記垂直尾翼22bにより左右にぶれる
ことなく、また、上記水平尾翼22aにより前後にぶれ
ることなく、水平に水底に着地せしめることができる。
In this embodiment as well, the red 20 can be landed horizontally on the bottom of the water without being shaken right and left by the vertical tail 22b and also by the horizontal tail 22a even in a turbulent water area. .

【0023】なお、上記水平尾翼22aは傾斜自在なら
しめてもよい。
The horizontal tail 22a may be inclined if it can be freely tilted.

【0024】[0024]

【発明の効果】上記のように本発明の河床高さ測定装置
及びそのレッドによれは、安全性が高く、施工が早く、
施工費用が安いという大きな利益がある。
As described above, according to the riverbed height measuring device and its red of the present invention, the safety is high, the construction is quick,
There is a great benefit of low construction costs.

【0025】また、曲面体で水流抵抗に耐えうる重量の
あるレッドを使用し、しかも水平垂直尾翼を設けたの
で、例えば流速が2〜3m/sec の河川において、従来の
レッドでは左右方向に1m 前後、前後方向に50cm振れ
ていたのが、本発明のレッドによれば左右方向には殆ど
振れず、前後方向には5cm程度の振れになるなど、激流
の河川においてもレッドが前後、左右に振れず、流れの
方向にも流されることなく河底に正しく着地し、正確に
測深を計測することができるという大きな利益がある。
Further, since a red having a curved surface and a weight capable of withstanding the water flow resistance is used and a horizontal and vertical tail is provided, for example, in a river having a flow velocity of 2 to 3 m / sec, the conventional red is 1 m in the left-right direction. The red of the present invention hardly oscillated in the left-right direction, but it oscillated by about 5 cm in the front-back direction. There is a great advantage that it can land correctly on the river bottom without swinging and flowing in the direction of flow, and can accurately measure sounding.

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

【図1】本発明の河床高さ測定装置の使用状態説明用平
面図である。
FIG. 1 is a plan view for explaining a use state of a riverbed height measuring device of the present invention.

【図2】本発明の河床高さ測定装置を用いる河川の説明
用縦断側面図である。
FIG. 2 is an explanatory vertical sectional side view of a river using the riverbed height measuring device of the present invention.

【図3】本発明の河床高さ測定装置の使用状態説明用の
一部拡大縦断側面図である。
FIG. 3 is a partially enlarged longitudinal sectional side view for explaining a use state of the riverbed height measuring device of the present invention.

【図4】本発明の河床高さ測定装置に用いるレッドの側
面図である。
FIG. 4 is a side view of red used in the riverbed height measuring device of the present invention.

【図5】図4に示すレッドの平面図である。FIG. 5 is a plan view of red shown in FIG. 4;

【図6】図5に示すレッドの胴体部の側面図である。FIG. 6 is a side view of the red body shown in FIG. 5;

【図7】図4に示すレッドの水平垂直尾翼の説明用側面
図である。
FIG. 7 is an explanatory side view of the red horizontal and vertical tails shown in FIG. 4;

【図8】本発明の河床高さ測定装置のレッドの背面図で
ある。
FIG. 8 is a rear view of the red of the riverbed height measuring device of the present invention.

【図9】本発明の河床高さ測定装置の使用状態説明用側
面図である。
FIG. 9 is a side view for explaining a use state of the riverbed height measuring device of the present invention.

【図10】本発明の河床高さ測定装置に用いるレッドの
他の実施例の側面図である。
FIG. 10 is a side view of another embodiment of red used in the riverbed height measuring device of the present invention.

【図11】図10のレッドの平面図である。FIG. 11 is a plan view of red in FIG. 10;

【符号の説明】[Explanation of symbols]

1 河川 2 車両 3 ウインチ 4 索道ワイヤー 5 横行滑車 6 水深測定用ワイヤー 7 レッド 8 移動用兼用側距用ワイヤー 9 胴体部 10 尾部 10a 上部垂直板 11 水平垂直尾翼 11a 取付部 11b 水平尾翼 11c 垂直尾翼 11d 底部 12 長孔 13 貫通孔 14 固定ボルト 15 テーパー矢板 16 貫通孔 17 貫通孔 18 ピン 19 ワイヤーレベル測定機 20 レッド 21 胴体部 22 水平垂直尾翼 22a 水平尾翼 22b 垂直尾翼 23 固定金具 Reference Signs List 1 river 2 vehicle 3 winch 4 cableway wire 5 traverse pulley 6 water depth measurement wire 7 red 8 moving and side-distance wire 9 fuselage 10 tail 10a upper vertical plate 11 horizontal vertical tail 11a mounting portion 11b horizontal tail 11c vertical tail 11d Bottom part 12 Long hole 13 Through hole 14 Fixing bolt 15 Tapered sheet pile 16 Through hole 17 Through hole 18 Pin 19 Wire level measuring machine 20 Red 21 Body 22 Horizontal vertical tail 22a Horizontal tail 22b Vertical tail 23 Fixing bracket

Claims (6)

【特許請求の範囲】[Claims] 【請求項1】 河川の両岸に夫々配置した深浅測量路線
に沿って移動自在な車両と、上記車両間に張設した索道
ワイヤーと、上記索道ワイヤーに沿って移動自在な水深
測定用ワイヤーと、上記ワイヤーによって吊下した鉛鍾
とより成り、上記鉛鍾が胴体部と、この胴体部の後部に
設けた水平尾翼及び垂直尾翼と、上記胴体部に設けたワ
イヤー取付部とよりなることを特徴とする河床高さ測定
装置。
1. A vehicle movable along a bathymetric survey line arranged on each side of a river, a cableway wire stretched between the vehicles, and a water depth measurement wire movable along the cableway wire. , Which comprises a lead body suspended by the wire, the lead body comprising a fuselage, a horizontal tail and a vertical tail provided at a rear portion of the body, and a wire mounting part provided at the body. Characteristic riverbed height measuring device.
【請求項2】 上記水深測定用ワイヤーが、上記車両間
に張設した索道ワイヤーに沿って移動自在に設けた滑車
に懸架されていることを特徴とする請求項1記載の河床
高さ測定装置。
2. The riverbed height measuring device according to claim 1, wherein the water depth measuring wire is suspended on a pulley movably provided along a cableway wire stretched between the vehicles. .
【請求項3】 胴体部と、この胴体部の後部に設けた水
平尾翼及び垂直尾翼と、上記胴体部に設けたワイヤー取
付部とよりなることを特徴とする河床高さ測定装置に用
いる鉛鍾。
3. A lead section used in a riverbed height measuring device, comprising: a body portion; a horizontal tail and a vertical tail provided at a rear portion of the body; and a wire attachment portion provided at the body. .
【請求項4】 上記水平尾翼が水平面に相対的に傾斜自
在であることを特徴とする請求項3記載の河床高さ測定
装置に用いる鉛鍾。
4. A lead-stone for use in a riverbed height measuring device according to claim 3, wherein said horizontal tail is freely tiltable relative to a horizontal plane.
【請求項5】 上記胴体部が流線型であることを特徴と
する請求項3又は4記載の河床高さ測定装置に用いる鉛
鍾。
5. The lead bon used in the riverbed height measuring device according to claim 3, wherein the body is streamlined.
【請求項6】 上記胴体部が球型であることを特徴とす
る請求項3又は4記載の河床高さ測定装置に用いる鉛
鍾。
6. The lead bon used in the riverbed height measuring device according to claim 3, wherein the body is spherical.
JP2000232791A 2000-08-01 2000-08-01 Riverbed height measuring device Pending JP2001153653A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2000232791A JP2001153653A (en) 2000-08-01 2000-08-01 Riverbed height measuring device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2000232791A JP2001153653A (en) 2000-08-01 2000-08-01 Riverbed height measuring device

Related Parent Applications (1)

Application Number Title Priority Date Filing Date
JP11336168 Division

Publications (1)

Publication Number Publication Date
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Family

ID=18725413

Family Applications (1)

Application Number Title Priority Date Filing Date
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Country Link
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Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103512560A (en) * 2012-06-19 2014-01-15 廖翊钧 Multifunctional river hydrology automatic measurement system and riverbed elevation measurement method
CN107806866A (en) * 2017-12-01 2018-03-16 李鹏飞 A kind of servicing unit for improving hydrometric cableway flow measurement ability
CN110411411A (en) * 2019-08-30 2019-11-05 中国电建集团成都勘测设计研究院有限公司 Topographic section measuring device under the complexity water flow urban river water of mountain area
CN114427849A (en) * 2022-01-21 2022-05-03 中国铁建大桥工程局集团有限公司 Riverbed elevation measuring device at steel pipe pile position of high-flow-velocity turbid water body

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103512560A (en) * 2012-06-19 2014-01-15 廖翊钧 Multifunctional river hydrology automatic measurement system and riverbed elevation measurement method
CN107806866A (en) * 2017-12-01 2018-03-16 李鹏飞 A kind of servicing unit for improving hydrometric cableway flow measurement ability
CN110411411A (en) * 2019-08-30 2019-11-05 中国电建集团成都勘测设计研究院有限公司 Topographic section measuring device under the complexity water flow urban river water of mountain area
CN114427849A (en) * 2022-01-21 2022-05-03 中国铁建大桥工程局集团有限公司 Riverbed elevation measuring device at steel pipe pile position of high-flow-velocity turbid water body

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