CN106284196A - Water transferring canal - Google Patents

Water transferring canal Download PDF

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Publication number
CN106284196A
CN106284196A CN201610812082.9A CN201610812082A CN106284196A CN 106284196 A CN106284196 A CN 106284196A CN 201610812082 A CN201610812082 A CN 201610812082A CN 106284196 A CN106284196 A CN 106284196A
Authority
CN
China
Prior art keywords
water
building block
segmental arc
slope section
water delivery
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
CN201610812082.9A
Other languages
Chinese (zh)
Other versions
CN106284196B (en
Inventor
李竹君
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.)
Xuzhou Xinde Environmental Engineering Technology Co.,Ltd.
Original Assignee
Jinan Shun Jing Pharmaceutical Technology Co Ltd
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 Jinan Shun Jing Pharmaceutical Technology Co Ltd filed Critical Jinan Shun Jing Pharmaceutical Technology Co Ltd
Priority to CN201610812082.9A priority Critical patent/CN106284196B/en
Publication of CN106284196A publication Critical patent/CN106284196A/en
Application granted granted Critical
Publication of CN106284196B publication Critical patent/CN106284196B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

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Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B3/00Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
    • E02B3/02Stream regulation, e.g. breaking up subaqueous rock, cleaning the beds of waterways, directing the water flow
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B3/00Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
    • E02B3/02Stream regulation, e.g. breaking up subaqueous rock, cleaning the beds of waterways, directing the water flow
    • E02B3/023Removing sediments
    • 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
    • Y02A10/00TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins

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  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Environmental & Geological Engineering (AREA)
  • Ocean & Marine Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Revetment (AREA)

Abstract

The present invention relates to a kind of water transferring canal.Water transferring canal, including several cross sections being arranged in the bottom of river channel water delivery building block in " entering " font, water delivery building block includes segmental arc and slope section;The height of segmental arc is 200 300mm, and radian is 20 90 degree;A length of 2 4m of slope section.The present invention, simple in construction, design science, bottom of river channel silt is difficult to deposition, bed level is greatly reduced, effectively utilizes the current in river course, have preferable actual application value and promotional value.

Description

Water transferring canal
Technical field
The present invention relates to a kind of water transferring canal.
Background technology
At present, collecting gradually slow along with water velocity of the river course of large number of ground current, that carries in its current is thin throughout the year Sand, silt are the most gradually deposited in river course, river course fine sand, the deposition of silt, make riverbed be gradually increasing, and the even riverbed in river course is high In ground, it is unfavorable for the conveying of river.
Summary of the invention
The technical problem to be solved in the present invention is the drawbacks described above how overcoming prior art, for effectively utilizing river course Current, wash away the silt administering channel deposit, significantly or significantly drop bed level, it is provided that a kind of water transferring canal.
The present invention is achieved by the following technical solutions:
A kind of water transferring canal, including several cross sections being arranged in the bottom of river channel water delivery building block in " entering " font, described Water delivery building block includes segmental arc and slope section.
Being so designed that, the segmental arc of " entering " font water delivery building block forms turbulent flow, and the slope section of " entering " font water delivery building block makes River medium-fine sand, silt deposit along the gradient in short-term in bottom, and the fine sand of major part deposition, silt are built in " entering " font water delivery simultaneously The turbulent flow that the segmental arc of block is formed is flushed away again, and so, the fine sand of bottom of river channel deposition, silt are less, can drop riverbed significantly Highly, the current in river course are effectively utilized.
As optimization, the height of described segmental arc is 200-300mm, and radian is 20-90 degree.It is so designed that, it is simple to processing, And effect is preferable.
As optimization, a length of 2-4m of described slope section.It is so designed that, it is simple to processing and effect are preferable.
The invention has the beneficial effects as follows:
The present invention, simple in construction, design science, bottom of river channel silt is difficult to deposition, bed level is greatly reduced, effectively utilizes river The current in road, have preferable actual application value and promotional value.
Accompanying drawing explanation
Below in conjunction with the accompanying drawings water transferring canal is described further:
Fig. 1 is the partial cross sectional structural representation of water transferring canal.
In figure: 1 be bottom of river channel, 2 be water delivery building block, 2.1 be segmental arc, 2.2 be slope section, 3 for river.
Detailed description of the invention
For making the purpose of the present invention, technical scheme and advantage clearer, develop simultaneously embodiment referring to the drawings, right The present invention further describes.
As it is shown in figure 1, a kind of water transferring canal, including several cross sections being arranged in bottom of river channel 1 in " entering " font Water delivery building block 2, water delivery building block 2 includes segmental arc 2.1 and slope section 2.2.The height of segmental arc 2.1 is 200mm, and radian is 60 Degree.The a length of 3m of slope section 2.2.
The embodiment of the present invention provides the benefit that: the segmental arc 2.1 of " entering " font water delivery building block 2 forms turbulent flow, " entering " word The slope section 2.2 of shape water delivery building block 2 makes river medium-fine sand, silt deposit in short-term along the gradient in bottom, and major part deposits simultaneously The turbulent flow that fine sand, silt are formed in the segmental arc of " entering " font water delivery building block is flushed away again, and segmental arc 2.1 and slope section 2.2 Size design uses best results, and so, the fine sand of bottom of river channel deposition, silt are less, can drop bed level significantly, effectively Utilize the current in river course.
Above-mentioned detailed description of the invention is only the concrete case of the present invention, is not the restriction that the present invention makees other form, Any those skilled in the art are changed possibly also with the technology contents of the disclosure above or are modified as equivalent variations Equivalent implementations.But every without departing from the technology of the present invention principle on the premise of, according to the present invention technical spirit to more than Any simple modification, equivalent variations and the remodeling that embodiment is made, all should fall into the scope of patent protection of the present invention.

Claims (3)

1. a water transferring canal, it is characterised in that: include that several cross sections being arranged in bottom of river channel (1) are in " entering " font Water delivery building block (2), described water delivery building block (2) includes segmental arc (2.1) and slope section (2.2).
2. water transferring canal as claimed in claim 1, it is characterised in that: the height of described segmental arc (2.1) is 200-300mm, Radian is 20-90 degree.
3. water transferring canal as claimed in claim 2, it is characterised in that: a length of 2-4m on described slope section (2.2).
CN201610812082.9A 2016-09-09 2016-09-09 Water transferring canal Active CN106284196B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201610812082.9A CN106284196B (en) 2016-09-09 2016-09-09 Water transferring canal

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201610812082.9A CN106284196B (en) 2016-09-09 2016-09-09 Water transferring canal

Publications (2)

Publication Number Publication Date
CN106284196A true CN106284196A (en) 2017-01-04
CN106284196B CN106284196B (en) 2019-08-20

Family

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN201610812082.9A Active CN106284196B (en) 2016-09-09 2016-09-09 Water transferring canal

Country Status (1)

Country Link
CN (1) CN106284196B (en)

Citations (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2233856A5 (en) * 1973-06-14 1975-01-10 Chauveau Claude Device to reduce the slope of beaches - is concrete block lodged in seabed and has lip to retain sand
FR2367146A1 (en) * 1976-10-06 1978-05-05 Hennebutte Georges Sand retaining barrier for coastal defence works - has triangular section with landward face almost vertical and seaward face inclined more gently
CN2118089U (en) * 1992-05-08 1992-10-07 乐山市环保设备厂 Saw tooth shaped head part of obtaining water
CN1182817A (en) * 1996-11-19 1998-05-27 冯灿周 Method for quick harnessing wide river course silted by mud and sand
CN201778305U (en) * 2010-08-30 2011-03-30 河海大学 Energy-dissipation purification slope protecting structure of river bank
WO2011125072A4 (en) * 2010-04-05 2012-04-19 Jayantibhai Prabhuram Patel Water velocity enhancement apparatus in canal structure for electrical power generation system
CN204125901U (en) * 2014-09-19 2015-01-28 浙江水利水电学院 A kind of efficient energy dissipating T-shaped dam
CN204174591U (en) * 2014-10-30 2015-02-25 中国电建集团成都勘测设计研究院有限公司 For the pool bottom structure of energy dissipating cushion pool
CN205421198U (en) * 2016-03-14 2016-08-03 四川建筑职业技术学院 Sediment trapping bank of power station intake

Patent Citations (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2233856A5 (en) * 1973-06-14 1975-01-10 Chauveau Claude Device to reduce the slope of beaches - is concrete block lodged in seabed and has lip to retain sand
FR2367146A1 (en) * 1976-10-06 1978-05-05 Hennebutte Georges Sand retaining barrier for coastal defence works - has triangular section with landward face almost vertical and seaward face inclined more gently
CN2118089U (en) * 1992-05-08 1992-10-07 乐山市环保设备厂 Saw tooth shaped head part of obtaining water
CN1182817A (en) * 1996-11-19 1998-05-27 冯灿周 Method for quick harnessing wide river course silted by mud and sand
WO2011125072A4 (en) * 2010-04-05 2012-04-19 Jayantibhai Prabhuram Patel Water velocity enhancement apparatus in canal structure for electrical power generation system
CN201778305U (en) * 2010-08-30 2011-03-30 河海大学 Energy-dissipation purification slope protecting structure of river bank
CN204125901U (en) * 2014-09-19 2015-01-28 浙江水利水电学院 A kind of efficient energy dissipating T-shaped dam
CN204174591U (en) * 2014-10-30 2015-02-25 中国电建集团成都勘测设计研究院有限公司 For the pool bottom structure of energy dissipating cushion pool
CN205421198U (en) * 2016-03-14 2016-08-03 四川建筑职业技术学院 Sediment trapping bank of power station intake

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Publication number Publication date
CN106284196B (en) 2019-08-20

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Effective date of registration: 20190716

Address after: 221400 No. 99 Daqiao West Road, Xinyi Economic Development Zone, Xuzhou City, Jiangsu Province

Applicant after: Xinyi Economic Development Zone Construction and Development Co.,Ltd.

Address before: 250032 Shandong Province Flyover District of Ji'nan City Tian Jia Zhuang Road No. 6 Shun Garden Building 5, room 2-1401

Applicant before: JINAN SHUNJING PHARMACEUTICAL TECHNOLOGY Co.,Ltd.

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GR01 Patent grant
GR01 Patent grant
TR01 Transfer of patent right

Effective date of registration: 20230421

Address after: Building B3-11, Science and Technology Innovation Park, Xinyi Economic Development Zone, Xuzhou City, Jiangsu Province, 221400

Patentee after: Xuzhou Xinde Environmental Engineering Technology Co.,Ltd.

Address before: No. 99, Daqiao West Road, Xinyi Economic Development Zone, Xuzhou City, Jiangsu Province

Patentee before: Xinyi Economic Development Zone Construction and Development Co.,Ltd.

TR01 Transfer of patent right