CN111691368A - Water running method - Google Patents
Water running method Download PDFInfo
- Publication number
- CN111691368A CN111691368A CN202010539977.6A CN202010539977A CN111691368A CN 111691368 A CN111691368 A CN 111691368A CN 202010539977 A CN202010539977 A CN 202010539977A CN 111691368 A CN111691368 A CN 111691368A
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- China
- Prior art keywords
- pipe
- culvert
- water
- culvert pipe
- plug
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- 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.)
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Classifications
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B5/00—Artificial water canals, e.g. irrigation canals
- E02B5/02—Making or lining canals
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- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01F—ADDITIONAL WORK, SUCH AS EQUIPPING ROADS OR THE CONSTRUCTION OF PLATFORMS, HELICOPTER LANDING STAGES, SIGNS, SNOW FENCES, OR THE LIKE
- E01F5/00—Draining the sub-base, i.e. subgrade or ground-work, e.g. embankment of roads or of the ballastway of railways or draining-off road surface or ballastway drainage by trenches, culverts, or conduits or other specially adapted means
- E01F5/005—Culverts ; Head-structures for culverts, or for drainage-conduit outlets in slopes
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B5/00—Artificial water canals, e.g. irrigation canals
- E02B5/08—Details, e.g. gates, screens
- E02B5/087—Divisors
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- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F3/00—Sewer pipe-line systems
- E03F3/04—Pipes or fittings specially adapted to sewers
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F3/00—Sewer pipe-line systems
- E03F3/06—Methods of, or installations for, laying sewer pipes
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- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Health & Medical Sciences (AREA)
- Life Sciences & Earth Sciences (AREA)
- Hydrology & Water Resources (AREA)
- Public Health (AREA)
- Water Supply & Treatment (AREA)
- Mechanical Engineering (AREA)
- Architecture (AREA)
- Sewage (AREA)
Abstract
The invention discloses a water running method, which relates to the technical field of water running of small ditches and comprises the following steps: the method comprises the following steps: (1) cleaning, leveling and mechanically compacting the foundation soil layer to form a bank, and requiring the soil dry capacity to reach 1.5g/cm after compaction3The thickness of the compacted soil layer is more than 15cm, and the compressive strength reaches 1.5kg/cm2The above; (2) after the low bank is built for 1 month, a culvert pipe water inlet and a culvert pipe water outlet are arranged at two sides of the low bank, and a culvert pipe channel is arranged inside the low bank; (3) laying culvert pipes in the culvert pipe channels, wherein one ends of the culvert pipes, which are close to the water inlets of the culvert pipes, are connected with pipe joints, and the tops of the pipe joints are lower than the water surfaceAnd is higher than the bottom of the tank, and a plug is detachably connected on the pipeline joint close to the water inlet of the culvert pipe. Set up like this, can replace current wood system or iron system haplopore gate, have the construction fast and convenient to use and sealed effectual advantage.
Description
Technical Field
The invention relates to the technical field of water flowing of small ditches, in particular to a water flowing method.
Background
The culvert gate is the abbreviation of culvert and sluice gate. The culvert is a discharge and drainage structure in the dam and the dam, and is used for discharging water from the reservoir and the dike to drain the water. The sluice is a kind of low water head water retaining and draining engineering built on river course and dike. The invention relates to a replacement small culvert gate in the fields of agricultural small ditch irrigation, brine running in a crystal area for sea salt production in south China and the like. Due to the requirements of sea salt production process, no matter sea water grading brine preparation, brine discharge and salt recovery, rain and fresh water discharge, brine returning and brine mixing, brine entering into a brine well and brine conservation and the like, the culvert gate is used for controlling, so that salt fields need a plurality of culvert gates, south has more rainy days, more small culvert gates and frequent use, but wooden or iron single-hole gates have the problems of slow construction, time consumption in use, poor sealing, influence on salt quality and the like.
Disclosure of Invention
The invention aims to provide a water flowing method, which is used for solving the problems in the prior art, replaces a wooden or iron single-hole gate, is quick in construction, convenient to use and good in sealing effect, and is beneficial to improving the salt quality.
In order to achieve the purpose, the invention provides the following scheme:
the invention provides a water running method, which comprises the following steps:
(1) cleaning, leveling and mechanically compacting the foundation soil layer to form a bank, and requiring the soil dry capacity to reach 1.5g/cm after compaction3The thickness of the compacted soil layer is more than 15cm, and the compressive strength reaches 1.5kg/cm2The above;
(2) after the low bank is built for 1 month, arranging a culvert pipe water inlet and a culvert pipe water outlet on two sides of the low bank, and arranging a culvert pipe channel inside the low bank;
(3) the culvert pipe is laid in the culvert pipe channel, one end of the culvert pipe, which is close to the culvert pipe water inlet, is connected with a pipe joint, the top of the pipe joint is lower than the water surface and higher than the bottom of the pool, and the pipe joint, which is close to the culvert pipe water inlet, is detachably connected with a plug.
Preferably, the pipe joint pipe diameter, the culvert pipe diameter and the plug diameter are equal in size.
Preferably, one end of the culvert pipe, which is close to the water outlet of the culvert pipe, is connected with the pipeline joint.
Preferably, the pipeline joint close to the culvert pipe water outlet is detachably connected with the plug.
Preferably, the plug is a PVC pipe or a PE pipe.
Preferably, the culvert pipe is a PVC pipe or a PE pipe.
Preferably, the pipe joint is a 90-degree PVC elbow or a 90-degree PE elbow.
Preferably, a hand-held part is arranged on the plug.
Compared with the prior art, the invention has the following technical effects:
the invention provides a water flowing method, which is characterized in that a pond bank is formed by cleaning, leveling and mechanically compacting a foundation soil layer, a culvert pipe channel is arranged inside the pond bank, culvert pipes are laid in the culvert pipe channel, and two ends of each culvert pipe are used for communicating two sides of the pond bank; the water inlet of the culvert pipe is connected with a pipeline joint, and the bottom of the pipeline joint is lower than the water surface and higher than the bottom of the pool, so that the pipeline joint can block impurities in water, and the improvement of salt quality is facilitated; the pipe joint of the culvert pipe water inlet is detachably connected with the plug, and the plug can prevent water flow from passing through, so that the sealing performance is improved.
Drawings
In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings needed in the embodiments will be briefly described below, and it is obvious that the drawings in the following description are only some embodiments of the present invention, and it is obvious for those skilled in the art to obtain other drawings without creative efforts.
FIG. 1 is a schematic view of a method of providing water transport according to the present invention;
wherein: 1-pond bank, 2-culvert pipe, 3-pipeline joint, 4-end cap.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. All other embodiments, which can be obtained by a person skilled in the art without inventive effort based on the embodiments of the present invention, are within the scope of the present invention.
The invention aims to provide a water flowing method, which is used for solving the problems in the prior art, replaces a wooden or iron single-hole gate, and has the advantages of high construction speed, convenience in use and good sealing effect.
In order to make the aforementioned objects, features and advantages of the present invention comprehensible, embodiments accompanied with figures are described in further detail below.
As shown in fig. 1: the embodiment provides a water running method, which comprises the following steps:
(1) cleaning, leveling and mechanically compacting the foundation soil layer to form a bank 1, spraying partial fresh water if the soil layer is too dry, increasing water content to facilitate rolling, and compacting until the dry capacity of the soil reaches 1.5g/cm3The thickness of the compacted soil layer is more than 15cm, and the compressive strength reaches 1.5kg/cm2The above;
(2) after the pond bank 1 is built for one month, a culvert pipe water inlet and a culvert pipe water outlet are formed in two sides of the pond bank 1, and the sizes and the gradients of the culvert pipe water inlet and the culvert pipe water outlet are determined on the basis of not flushing soil slopes; a culvert pipe channel is arranged in the pond bank 1 and used for installing culvert pipes 2;
(3) the culvert pipe 2 is laid in the culvert pipe 2 channel, the two ends of the culvert pipe 2 are respectively and fixedly connected with the pipeline joints 3, and the top of the pipeline joint 3 is lower than the water surface and higher than the bottom of the pool, so that partial impurities in the water can be blocked, and the improvement of the salt quality is facilitated; the pipeline joint 3 close to the water inlet of the culvert pipe is detachably connected with a plug 4, and the two sides of the culvert pipe 2 are communicated through the plug 4 which is detached, so that water normally flows.
The diameters of the pipe joints 3, the culvert pipes 2 and the plugs 4 are equal to each other, so that the sealing performance is improved.
The culvert pipe 2 is connected with a pipe joint 3 near the culvert pipe water outlet, and the arrangement can be used for meeting the requirement of bidirectional water flowing.
A plug 4 is detachably connected to the pipeline joint 3 close to the water outlet of the culvert pipe.
The plug 4 is preferably made of PVC pipe or PE pipe.
The culvert 2 is preferably a PVC pipe or a PE pipe.
The pipe joint 3 is preferably a 90 ° PVC elbow or a 90 ° PE elbow.
The plug 4 is provided with a portable component, so that the plug 4 can be conveniently detached.
The principle and the implementation mode of the present invention are explained by applying specific examples in the present specification, and the above descriptions of the examples are only used to help understanding the method and the core idea of the present invention; meanwhile, for a person skilled in the art, according to the idea of the present invention, the specific embodiments and the application range may be changed. In view of the above, the present disclosure should not be construed as limiting the invention.
Claims (8)
1. A method of providing water, comprising: the method comprises the following steps:
(1) cleaning, leveling and mechanically compacting the foundation soil layer to form a bank, and requiring the soil dry capacity to reach 1.5g/cm after compaction3The thickness of the compacted soil layer is more than 15cm, and the compressive strength reaches 1.5kg/cm2The above;
(2) after the pond low bank is built for 1 month, arranging a culvert pipe water inlet and a culvert pipe water outlet at two sides of the pond low bank, and arranging a culvert pipe channel inside the pond low bank;
(3) the culvert pipe is laid in the culvert pipe channel, one end of the culvert pipe, which is close to the culvert pipe water inlet, is connected with a pipe joint, the top of the pipe joint is lower than the water surface and higher than the bottom of the pool, and the pipe joint, which is close to the culvert pipe water inlet, is detachably connected with a plug.
2. A method of providing water as claimed in claim 1 wherein: the pipe joint pipe diameter, the culvert pipe diameter and the plug diameter are equal in size.
3. A method of providing water as claimed in claim 1 wherein: the culvert pipe is connected with the pipeline joint at one end close to the culvert pipe water outlet.
4. A method of providing water as claimed in claim 3 wherein: the pipeline joint close to the culvert pipe water outlet is detachably connected with the plug.
5. A method of draining water according to claim 4, wherein: the plug is made of a PVC pipe or a PE pipe.
6. A method of providing water as claimed in claim 1 wherein: the culvert pipe is a PVC pipe or a PE pipe.
7. A method of providing water as claimed in claim 1 wherein: the pipeline joint is a 90-degree PVC elbow or a 90-degree PE elbow.
8. A method of draining water according to claim 4, wherein: and a portable component is arranged on the plug.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010539977.6A CN111691368A (en) | 2020-06-15 | 2020-06-15 | Water running method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010539977.6A CN111691368A (en) | 2020-06-15 | 2020-06-15 | Water running method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN111691368A true CN111691368A (en) | 2020-09-22 |
Family
ID=72480933
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202010539977.6A Pending CN111691368A (en) | 2020-06-15 | 2020-06-15 | Water running method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN111691368A (en) |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2163185Y (en) * | 1993-07-20 | 1994-04-27 | 贺长祺 | Salt pan water gate |
| KR20040052037A (en) * | 2002-12-13 | 2004-06-19 | 배영진 | a water channel |
| KR200389373Y1 (en) * | 2005-04-07 | 2005-07-14 | 주식회사 대건콘크리트 | concrete-tube |
| US20130048551A1 (en) * | 2011-08-30 | 2013-02-28 | Richard Charles Maxson | Hybrid intake screen assembly |
| CN104179154A (en) * | 2012-10-17 | 2014-12-03 | 昆明普尔顿环保科技股份有限公司 | Polymer-material water conveying system and manufacturing and mounting method thereof |
| CN204849713U (en) * | 2015-07-28 | 2015-12-09 | 山东省水利科学研究院 | Simple and easy distribution structure |
| CN108729424A (en) * | 2017-04-20 | 2018-11-02 | 哈尔滨高纬度农业科技有限公司 | A kind of rice water-saving section field supply and discharge water installations |
-
2020
- 2020-06-15 CN CN202010539977.6A patent/CN111691368A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2163185Y (en) * | 1993-07-20 | 1994-04-27 | 贺长祺 | Salt pan water gate |
| KR20040052037A (en) * | 2002-12-13 | 2004-06-19 | 배영진 | a water channel |
| KR200389373Y1 (en) * | 2005-04-07 | 2005-07-14 | 주식회사 대건콘크리트 | concrete-tube |
| US20130048551A1 (en) * | 2011-08-30 | 2013-02-28 | Richard Charles Maxson | Hybrid intake screen assembly |
| CN104179154A (en) * | 2012-10-17 | 2014-12-03 | 昆明普尔顿环保科技股份有限公司 | Polymer-material water conveying system and manufacturing and mounting method thereof |
| CN204849713U (en) * | 2015-07-28 | 2015-12-09 | 山东省水利科学研究院 | Simple and easy distribution structure |
| CN108729424A (en) * | 2017-04-20 | 2018-11-02 | 哈尔滨高纬度农业科技有限公司 | A kind of rice water-saving section field supply and discharge water installations |
Non-Patent Citations (2)
| Title |
|---|
| 束一鸣: "《防汛抗旱与应急管理》", 30 November 2012 * |
| 江梅: "一种新型盐湖卤水泵提升装置 ", 《化工矿物与加工》 * |
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| PB01 | Publication | ||
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Application publication date: 20200922 |