CN109736414A - Device and reforming technology is transformed in able to resisting flood and drought massif - Google Patents

Device and reforming technology is transformed in able to resisting flood and drought massif Download PDF

Info

Publication number
CN109736414A
CN109736414A CN201811550359.0A CN201811550359A CN109736414A CN 109736414 A CN109736414 A CN 109736414A CN 201811550359 A CN201811550359 A CN 201811550359A CN 109736414 A CN109736414 A CN 109736414A
Authority
CN
China
Prior art keywords
vertical shaft
technique
massif
cavern
lateral
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
CN201811550359.0A
Other languages
Chinese (zh)
Inventor
李小康
朱国新
王亲
王世乐
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.)
Wenzhou Guosheng Construction Co Ltd
Original Assignee
Wenzhou Guosheng Construction 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 Wenzhou Guosheng Construction Co Ltd filed Critical Wenzhou Guosheng Construction Co Ltd
Priority to CN201811550359.0A priority Critical patent/CN109736414A/en
Publication of CN109736414A publication Critical patent/CN109736414A/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
    • Y02A20/00Water conservation; Efficient water supply; Efficient water use
    • Y02A20/108Rainwater harvesting

Abstract

The present invention relates to able to resisting flood and drought massif transformation device and reforming technologies, it includes being mounted on massif, including the winding winding irrigation canals and ditches being arranged on massif of helical form, be imbedded in that among massif and import is located at the lateral soakaway trench in winding irrigation canals and ditches and places in lateral soakaway trench first deposit hydroscopic substance.Precasting process vertical shaft is distributed in massif Upper vertical, conveyance conduit is vertically arranged in precasting process vertical shaft, the lateral technique cavern for intersecting connection with precasting process vertical shaft is also horizontally arranged on massif, the conveyance conduit lower port of precasting process vertical shaft is located in lateral technique cavern, it is provided with the S type bending assignment channel that one end is connected to the conveyance conduit lower port of precasting process vertical shaft in lateral technique cavern, the second technique vertical shaft for intersecting connection with lateral technique cavern is vertically arranged in precasting process vertical shaft side;The present invention has rational design, compact-sized and easy to use.

Description

Device and reforming technology is transformed in able to resisting flood and drought massif
Technical field
The present invention relates to able to resisting flood and drought massif transformation device and reforming technologies.
Background technique
Shortage of water resources is one of the key factor for restricting China's agricultural development, especially in north such as China Shaanxi, Gansu Side, Southwest Mountainous Areas, although rainfall is more abundant, the extreme weathers such as arid also occur often, lead to Mountainous Areas Crops Drought Water shortage, therefore building rain collecting pool in Mountainous Areas and regulate and store is the main method for solving the problems, such as this.In recent years, with haze The exacerbation of weather, people increasingly pay attention to the protection to environment, and the burning of the agricultural wastes such as crop material, agricultural film at For the major part of atmosphere pollution, the random of the agricultural wastes such as stalk, agricultural film stacks the pollution that can also cause environment, such as where Managing these agricultural wastes is also urgent problem in current China's agricultural production.With China's facility cultivation and scale The development of plantation, due to traditional irrigation technique extensive management, water resource utilization efficiency is very low, serious to waste water resource, And fertilising work generallys use manually, not only time-consuming and laborious, utilization rate of fertilizer is not also high.
How China the north, southwest part plantation mountain area, hillside fields drought and water shortage efficiently rationally solved using rainfall As technical problem urgently to be solved.
Summary of the invention
The technical problems to be solved by the invention are generally speaking to provide a kind of able to resisting flood and drought massif transformation device and transformation Technique;The technical issues of solving in detail and acquirement beneficial effect in aftermentioned content and combine interior container in specific embodiment Body description.
To solve the above problems, the technical solution used in the present invention is:
A kind of able to resisting flood and drought massif transformation device, is mounted on massif, including the winding setting of helical form is on massif Winding irrigation canals and ditches, be imbedded among massif and import is located at lateral soakaway trench in winding irrigation canals and ditches and in lateral soakaway trench First placed deposits hydroscopic substance.
Precasting process vertical shaft is distributed in massif Upper vertical, is vertically arranged with conveyance conduit in precasting process vertical shaft, The lateral technique cavern for intersecting connection with precasting process vertical shaft, the delivery pipe of precasting process vertical shaft are also horizontally arranged on massif Road lower port is located in lateral technique cavern, and the conveyance conduit of one end Yu precasting process vertical shaft is provided in lateral technique cavern The S type bending assignment channel of lower port connection is vertically arranged with and lateral technique cavern phase commissure in precasting process vertical shaft side The second logical technique vertical shaft is also equipped with conveyance conduit in the second technique vertical shaft lower section being located at below lateral technique cavern, The conveyance conduit upper end of second technique vertical shaft is connected to the other end of S type bending assignment channel, above lateral technique cavern It is filled with technique backfill stone in second technique vertical shaft upper section, is provided in lateral technique cavern under technique backfill stone Side and the protection top plate for being used to support technique backfill stone, in the conveyance conduit of precasting process vertical shaft inner wall and precasting process vertical shaft Vertical shaft backfill stone is provided between lateral wall;The cavern technique for being used to support protection top plate is provided in lateral technique cavern Support.
The bypass water flowing block being connected to corresponding conveyance conduit is distributed on conveyance conduit lateral wall, in bypass water flowing block On be provided with upper surface for the bypass water flowing filter plate that contacts with native stone, conveyance conduit is provided with second and deposits hydroscopic substance;
First, which deposits hydroscopic substance and second, deposits hydroscopic substance as grass roots, cotton or sponge.
The conveyance conduit upper port of precasting process vertical shaft is provided with the funnel type band at embedded mountain top or hawthorn or hill-side Mesh backplate is covered with infiltration mesh enclosure above funnel type band mesh backplate.
The conveyance conduit lower port of second technique vertical shaft is provided with the underground that outlet is inclined-plane and send water hole, send water in underground Hole is hinged with adjusting valve plate.
Cavern backfill stone is filled in lateral technique cavern;
Radial distribution hole is provided on conveyance conduit.
The reforming technology of the big vast drought resisting massif of the present embodiment, includes the following steps,
Step 1 covers bypass water flowing filter firstly, being equipped with bypass water flowing block on conveyance conduit on bypass water flowing block Plate, meanwhile, radial distribution hole is processed in conveyance conduit;Then, hydroscopic substance is deposited in addition second in conveyance conduit;Secondly, in side Into soakaway trench, hydroscopic substance is deposited in addition first;
Step 2, firstly, drilling out precasting process vertical shaft vertically by drilling machine at the hill-side, mountain top or hawthorn of massif;So Afterwards, the second technique vertical shaft is drilled out vertically in precasting process vertical shaft side;Secondly, laterally drilling out lateral work by drilling machine on massif Skill cavern;Again, conveyance conduit is inserted respectively in precasting process vertical shaft and the second technique vertical shaft;And then, by precasting process The conveyance conduit of vertical shaft is connect with the conveyance conduit of the second technique vertical shaft by S type bending assignment channel;
Step 3, firstly, in lateral technique cavern, to the lower end of the second technique vertical shaft of upper section by protection top plate with Cavern processing support carries out supporting;Then, to the second technique vertical shaft backfilling process backfill stone of upper section, in precasting process vertical shaft Middle backfill vertical shaft backfill stone;Secondly, being backfilled to the lower section of the second technique vertical shaft;Again, lateral technique cavern is carried out Backfill cavern backfill stone;
Step 4, firstly, in precasting process vertical shaft upper end installation funnel type band mesh backplate, and installation infiltration above it Mesh enclosure;Then, by drill hole of drilling machine on massif, and lateral soakaway trench is inserted into the hole;Secondly, winding on massif repair Make spiral helicine winding irrigation canals and ditches.
When using the present invention, by the transformation of massif, winding irrigation canals and ditches realize that spiral declines water channel, when Sometimes When It Rains, rain Water is flowed along irrigation canals and ditches, to reduce water velocity to greatest extent, avoid rainwater from mountain direct current and under, to reduce mountain The harm of flood, by lateral soakaway trench, first, which deposits hydroscopic substance, makes massif inside and irrigation canals and ditches contacting rain water, to utilize native stone Water imbibition absorbs rainwater, the water-holding quantity supplemented with massif, by massif recharge of groundwater water, to realize The effect of able to resisting flood and drought is acted in Taihang mountain areas experiment, is worked well.In order to enhance to the recharge of ground water, to improve mountain Area's water-accumulating problem bores precasting process vertical shaft on mountain and places conveyance conduit, thus more preferable more directly faster by rainwater It adds in underground water vein or soil, improves anti-flood capacity, avoid rain water runoff, massif ensure that by vertical shaft backfill stone Integrality, by funnel type band mesh backplate improve with soil contact product, better water storage, infiltration mesh enclosure prevent sundries into Entering, lateral technique cavern facilitates production bend, and good manufacturability, later period maintenance is convenient, and cavern backfill stone guarantees massif integrality, Cavern processing support, protection top plate prevent from collapsing, and S type bending assignment channel prevents the moisture in underground water or massif from evaporating, work Skill backfill stone good manufacturability, second deposits hydroscopic substance, and soaking effect, the self weight that underground send water hole to utilize water are improved in radial distribution hole Water is stockpiled and is flowed out automatically by the pressure realization with water, and adjusting valve plate prevents biology entrance in soil, damages absorbent article, bypass Water flowing block, bypass water flowing filter plate increases and massif contact area, thus by the better recharge groundwater of the intracorporal excessive moisture in mountain, To improve massif to the rapid absorption ability of rainwater.
Beneficial effects of the present invention description without being limited thereto, in order to preferably be easy to understand, specific embodiment part into More detailed description is gone.
Detailed description of the invention
Fig. 1 is structural schematic diagram of the invention.
Wherein: 1, massif;2, lateral soakaway trench;3, first hydroscopic substance is deposited;4, winding irrigation canals and ditches;5, precasting process vertical shaft;6, Vertical shaft backfill stone;7, funnel type band mesh backplate;8, seep water mesh enclosure;9, lateral technique cavern;10, cavern backfill stone;11, Cavern processing support;12, S type bending assignment channel;15, technique backfill stone;16, top plate is protected;17, conveyance conduit;18, diameter To distribution hole;19, second hydroscopic substance is deposited;20, water hole is sent in underground;21, valve plate is adjusted;22, water flowing block is bypassed;23, water flowing is bypassed Filter plate.
Specific embodiment
As shown in Figure 1, device is transformed in the able to resisting flood and drought massif of the present embodiment, it is mounted on massif 1, including helical form The winding winding irrigation canals and ditches 4 being arranged on massif 1 are imbedded among massif 1 and import is located at the lateral soakaway trench in winding irrigation canals and ditches 4 2 and that places in lateral soakaway trench 2 first deposit hydroscopic substance 3.
Precasting process vertical shaft 5 is distributed in 1 Upper vertical of massif, is vertically arranged with delivery pipe in precasting process vertical shaft 5 Road 17 is also horizontally arranged with the lateral technique cavern 9 for intersecting connection with precasting process vertical shaft 5, precasting process vertical shaft on massif 1 5 17 lower port of conveyance conduit is located in lateral technique cavern 9, is provided with one end and precasting process in lateral technique cavern 9 The S type bending assignment channel 12 of 17 lower port of the conveyance conduit connection of vertical shaft 5, is vertically arranged in 5 side of precasting process vertical shaft The the second technique vertical shaft for intersecting connection with lateral technique cavern 9, under the second technique vertical shaft being located at below lateral technique cavern 9 Conveyance conduit 17 is also equipped in section, and 17 upper end of conveyance conduit of the second technique vertical shaft is another with S type bending assignment channel 12 End connection, is filled with technique backfill stone 15 in the second technique vertical shaft upper section above lateral technique cavern 9, in lateral technique The protection top plate 16 of technique backfill stone 15 is provided with positioned at 15 lower section of technique backfill stone and is used to support in cavern 9, pre- Vertical shaft backfill stone 6 is provided between 17 lateral wall of conveyance conduit of 5 inner wall of technique vertical shaft and precasting process vertical shaft 5 processed;In cross The cavern processing support 11 for being used to support protection top plate 16 is provided with into technique cavern 9.
The bypass water flowing block 22 being connected to corresponding conveyance conduit 17 is distributed on 17 lateral wall of conveyance conduit, is bypassing It is provided with bypass water flowing filter plate 23 of the upper surface for contacting with native stone on water flowing block 22, conveyance conduit 17 is provided with second and deposits Hydroscopic substance 19;
First, which deposits hydroscopic substance 3 and second, deposits hydroscopic substance 19 as grass roots, cotton or sponge.
17 upper port of conveyance conduit of precasting process vertical shaft 5 is provided with the funnel type at embedded mountain top or hawthorn or hill-side Band mesh backplate 7 is covered with infiltration mesh enclosure 8 above funnel type band mesh backplate 7.
17 lower port of conveyance conduit of second technique vertical shaft is provided with the underground that outlet is inclined-plane and send water hole 20, in underground It send water hole 20 to be hinged with and adjusts valve plate 21.
Cavern backfill stone 10 is filled in lateral technique cavern 9;
Radial distribution hole 18 is provided on conveyance conduit 17.
The reforming technology of the big vast drought resisting massif of the present embodiment, includes the following steps,
Step 1 covers bypass on bypass water flowing block 22 firstly, being equipped with bypass water flowing block 22 on conveyance conduit 17 Water flowing filter plate 23, meanwhile, radial distribution hole 18 is processed in conveyance conduit 17;Then, suction is deposited in addition second in conveyance conduit 17 Water object 19;Secondly, hydroscopic substance 3 is deposited in addition first in lateral soakaway trench 2;
Step 2, firstly, drilling out precasting process vertical shaft 5 vertically by drilling machine at the hill-side, mountain top or hawthorn of massif 1; Then, the second technique vertical shaft is drilled out vertically in 5 side of precasting process vertical shaft;Secondly, laterally drilling out cross by drilling machine on massif 1 To technique cavern 9;Again, conveyance conduit 17 is inserted respectively in precasting process vertical shaft 5 and the second technique vertical shaft;And then, will The conveyance conduit 17 of precasting process vertical shaft 5 is connect with the conveyance conduit 17 of the second technique vertical shaft by S type bending assignment channel 12;
Step 3, firstly, passing through protection top plate to the lower end of the second technique vertical shaft of upper section in lateral technique cavern 9 16 carry out supporting with cavern processing support 11;Then, to the second technique vertical shaft backfilling process backfill stone 15 of upper section, prefabricated Vertical shaft backfill stone 6 is backfilled in technique vertical shaft 5;Secondly, being backfilled to the lower section of the second technique vertical shaft;Again, to lateral work Skill cavern 9 carries out backfill cavern backfill stone 10;
Step 4, firstly, in 5 upper end of precasting process vertical shaft installation funnel type band mesh backplate 7, and installation is seeped above it Network of rivers cover 8;Then, by drill hole of drilling machine on massif 1, and lateral soakaway trench 2 is inserted into the hole;Secondly, on massif 1 It is winding to build spiral helicine winding irrigation canals and ditches 4.
When using the present invention, by the transformation of massif 1, winding irrigation canals and ditches 4 realize that spiral declines water channel, when Sometimes When It Rains, Rainwater is flowed along irrigation canals and ditches, to reduce water velocity to greatest extent, avoid rainwater from mountain direct current and under, to reduce The harm of mountain torrents, by lateral soakaway trench 2, first, which deposits hydroscopic substance 3, makes massif inside and irrigation canals and ditches contacting rain water, to utilize soil The water imbibition of stone, absorbs rainwater, the water-holding quantity supplemented with massif, by massif recharge of groundwater water, thus The effect for realizing able to resisting flood and drought is acted in Taihang mountain areas experiment, is worked well.In order to enhance to the recharge of ground water, to mention Alpine region water-accumulating problem bores precasting process vertical shaft 5 on mountain and places conveyance conduit 17, thus more preferable more directly faster Rainwater is added in underground water vein or soil, anti-flood capacity is improved, avoids rain water runoff, is protected by vertical shaft backfill stone 6 The integrality for having demonstrate,proved massif is improved and soil contact product, better water storage, infiltration mesh enclosure 8 by funnel type band mesh backplate 7 Prevent sundries from entering, lateral technique cavern 9 facilitates production bend, and good manufacturability, later period maintenance is convenient, and cavern backfill stone 10 is protected Demonstrate,prove massif integrality, cavern processing support 11, protection top plate 16 prevent from collapsing, S type bending assignment channel 12 prevent underground water or Moisture evaporation in massif, 15 good manufacturability of technique backfill stone, second deposits hydroscopic substance 19, and water suction effect is improved in radial distribution hole 18 Fruit, underground send water hole 20 that water is stockpiled and flowed out automatically using the self weight of water and the pressure realization of water, and adjusting valve plate 21 prevents soil Biology entrance in earth, damages absorbent article, bypasses water flowing block 22, and bypass water flowing filter plate 23 increases and massif contact area, thus By the better recharge groundwater of the intracorporal excessive moisture in mountain, to improve massif to the rapid absorption ability of rainwater.
The present invention has rational design, it is low in cost, durable, safe and reliable, easy to operate, time saving and energy saving, save fund, It is compact-sized and easy to use.
It is to disclose in order to more clear, and the prior art is just no longer enumerated that the present invention, which fully describes,.
Finally, it should be noted that the above embodiments are merely illustrative of the technical solutions of the present invention, rather than its limitations;Although Present invention has been described in detail with reference to the aforementioned embodiments, those skilled in the art should understand that: it still may be used To modify to technical solution documented by previous embodiment or equivalent replacement of some of the technical features;Make It is obvious for being combined for those skilled in the art to multiple technical solutions of the invention.And these are modified or replace It changes, the spirit and scope for technical solution of the embodiment of the present invention that it does not separate the essence of the corresponding technical solution.

Claims (7)

1. device is transformed in a kind of able to resisting flood and drought massif, it is mounted on massif (1), it is characterised in that: winding including helical form Be arranged on massif (1) winding irrigation canals and ditches (4), be imbedded among massif (1) and import is located at the lateral infiltration in winding irrigation canals and ditches (4) Water pipe (2) and that places in the lateral soakaway trench (2) first deposit hydroscopic substance (3).
2. device is transformed in able to resisting flood and drought massif according to claim 1, it is characterised in that: in massif (1) Upper vertical point Precasting process vertical shaft (5) are furnished with, conveyance conduit (17) are vertically arranged in precasting process vertical shaft (5), it is also horizontal on massif (1) To be provided with intersect with precasting process vertical shaft (5) connection lateral technique cavern (9), the conveyance conduit of precasting process vertical shaft (5) (17) lower port is located in lateral technique cavern (9), is provided with one end and precasting process vertical shaft in lateral technique cavern (9) (5) the S type bending assignment channel (12) of conveyance conduit (17) lower port connection, sets vertically in precasting process vertical shaft (5) side It is equipped with the second technique vertical shaft for intersecting connection with lateral technique cavern (9), in the second work being located at below lateral technique cavern (9) It is also equipped in skill vertical shaft lower section conveyance conduit (17), conveyance conduit (17) upper end of the second technique vertical shaft and the bending of S type distribute The other end in channel (12) is connected to, and technique backfill is filled in the second technique vertical shaft upper section above lateral technique cavern (9) Native stone (15) is provided with below technique backfill stone (15) in lateral technique cavern (9) and is used to support technique backfill The protection top plate (16) of native stone (15), precasting process vertical shaft (5) inner wall Yu precasting process vertical shaft (5) conveyance conduit (17) outside Vertical shaft backfill stone (6) is provided between side wall;It is provided in lateral technique cavern (9) and is used to support protection top plate (16) Cavern processing support (11).
3. device is transformed in able to resisting flood and drought massif according to claim 2, it is characterised in that: in conveyance conduit (17) lateral wall On be distributed with corresponding conveyance conduit (17) connection bypass water flowing block (22), bypass water flowing block (22) on be provided with upper table Face is used for the bypass water flowing filter plate (23) contacted with native stone, and conveyance conduit (17) is provided with second and deposits hydroscopic substance (19);
First, which deposits hydroscopic substance (3), deposits hydroscopic substance (19) with second as grass roots, cotton or sponge.
4. device is transformed in able to resisting flood and drought massif according to claim 3, it is characterised in that: in precasting process vertical shaft (5) Conveyance conduit (17) upper port is provided with the band of the funnel type at embedded mountain top or hawthorn or hill-side mesh backplate (7), in funnel type Infiltration mesh enclosure (8) is covered with above band mesh backplate (7).
5. device is transformed in able to resisting flood and drought massif according to claim 4, it is characterised in that: in the conveying of the second technique vertical shaft Pipeline (17) lower port is provided with the underground that outlet is inclined-plane and send water hole (20), send water hole (20) to be hinged with adjusting valve plate in underground (21)。
6. device is transformed in able to resisting flood and drought massif according to claim 5, it is characterised in that: in lateral technique cavern (9) It is filled with cavern backfill stone (10);
Radial distribution hole (18) are provided on conveyance conduit (17).
7. a kind of reforming technology of flood drought resisting massif, it is characterised in that: anti-by means of flood control described in any one of claims 1-6 Device is transformed in non-irrigated massif, includes the following steps,
Step 1 covers other firstly, being equipped with bypass water flowing block (22) on conveyance conduit (17) in bypass water flowing block (22) Water filter plate (23) all, meanwhile, radial distribution hole (18) are processed in conveyance conduit (17);Then, add in conveyance conduit (17) Second is added to deposit hydroscopic substance (19);Secondly, hydroscopic substance (3) are deposited in addition first in lateral soakaway trench (2);
Step 2, firstly, drilling out precasting process vertical shaft (5) vertically by drilling machine at the hill-side, mountain top or hawthorn of massif (1); Then, the second technique vertical shaft is drilled out vertically in precasting process vertical shaft (5) side;Secondly, laterally being bored on massif (1) by drilling machine Lateral technique cavern (9) out;Again, conveyance conduit (17) are inserted respectively in precasting process vertical shaft (5) and the second technique vertical shaft; And then, the conveyance conduit (17) of the conveyance conduit (17) of precasting process vertical shaft (5) and the second technique vertical shaft is passed through into the bending of S type Assignment channel (12) connection;
Step 3, firstly, passing through protection top plate to the lower end of the second technique vertical shaft of upper section in lateral technique cavern (9) (16) supporting is carried out with cavern processing support (11);Then, to the second technique vertical shaft backfilling process backfill stone (15) of upper section, Vertical shaft backfill stone (6) are backfilled in precasting process vertical shaft (5);Secondly, being backfilled to the lower section of the second technique vertical shaft;Again It is secondary, backfill cavern backfill stone (10) is carried out to lateral technique cavern (9);
Step 4, firstly, in precasting process vertical shaft (5) upper end installation funnel type band mesh backplate (7), and install above it It seeps water mesh enclosure (8);Then, by drill hole of drilling machine on massif (1), and lateral soakaway trench (2) is inserted into the hole;Secondly, It is winding on massif (1) to build spiral helicine winding irrigation canals and ditches (4).
CN201811550359.0A 2018-12-18 2018-12-18 Device and reforming technology is transformed in able to resisting flood and drought massif Pending CN109736414A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201811550359.0A CN109736414A (en) 2018-12-18 2018-12-18 Device and reforming technology is transformed in able to resisting flood and drought massif

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201811550359.0A CN109736414A (en) 2018-12-18 2018-12-18 Device and reforming technology is transformed in able to resisting flood and drought massif

Publications (1)

Publication Number Publication Date
CN109736414A true CN109736414A (en) 2019-05-10

Family

ID=66360544

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201811550359.0A Pending CN109736414A (en) 2018-12-18 2018-12-18 Device and reforming technology is transformed in able to resisting flood and drought massif

Country Status (1)

Country Link
CN (1) CN109736414A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110853369A (en) * 2019-11-20 2020-02-28 江苏冠宇智能科技有限公司 Vehicle detection device based on geomagnetic induction
CN111236384A (en) * 2020-01-15 2020-06-05 中国科学院遗传与发育生物学研究所 Method for constructing rainwater external-concentration internal-storage system for steep rocky mountain

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AT413399B (en) * 2004-05-27 2006-02-15 Weber Erich Dipl Ing PLANT FOR REGULATING HIGH WATER IN MOUNTAIN REGIONS
CN103866750A (en) * 2014-03-04 2014-06-18 张云帆 Water-accumulating and soil-conserving spiral ditch construction method for barren slopes
CN104452780A (en) * 2014-09-18 2015-03-25 林连山 Prevention and treatment method for flash flood debris flow
CN105544696A (en) * 2016-01-20 2016-05-04 山东省水利科学研究院 Method for closure and infiltration promotion of water and soil conservation slope surfaces in hilly region
CN108086459A (en) * 2017-12-15 2018-05-29 芜湖德司节能科技有限公司 A kind of construction method of sponge urban green space water storage system

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AT413399B (en) * 2004-05-27 2006-02-15 Weber Erich Dipl Ing PLANT FOR REGULATING HIGH WATER IN MOUNTAIN REGIONS
CN103866750A (en) * 2014-03-04 2014-06-18 张云帆 Water-accumulating and soil-conserving spiral ditch construction method for barren slopes
CN104452780A (en) * 2014-09-18 2015-03-25 林连山 Prevention and treatment method for flash flood debris flow
CN105544696A (en) * 2016-01-20 2016-05-04 山东省水利科学研究院 Method for closure and infiltration promotion of water and soil conservation slope surfaces in hilly region
CN108086459A (en) * 2017-12-15 2018-05-29 芜湖德司节能科技有限公司 A kind of construction method of sponge urban green space water storage system

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
叶禹卿: "《初中物理第1册》", 31 May 1995, 气象出版社 *

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110853369A (en) * 2019-11-20 2020-02-28 江苏冠宇智能科技有限公司 Vehicle detection device based on geomagnetic induction
CN111236384A (en) * 2020-01-15 2020-06-05 中国科学院遗传与发育生物学研究所 Method for constructing rainwater external-concentration internal-storage system for steep rocky mountain

Similar Documents

Publication Publication Date Title
CN104563070B (en) A kind of hillside fields rainwater-collecting gravity irrigation system and its construction method on the spot
CN109736414A (en) Device and reforming technology is transformed in able to resisting flood and drought massif
CN201891143U (en) Buried storm water collection and storage facility in flat areas
CN111485599A (en) Full-automatic water-collecting irrigation slope surface protection device suitable for arid area and construction method
CN105672399A (en) Irrigation device
CN206090587U (en) School dropout's attitude system of watering is gathered to side slope
CN102758417B (en) A kind of water and soil is separated the method for environmental protection and the water and soil isolating construction thereof of building up fields of harnessing the river
CN207553247U (en) Recessed greenery patches rainwater utilization and collection system
CN106882899A (en) A kind of farmland nitrogen phosphorus pollution of area source control and recycling system and method
CN108867810A (en) A kind of tea place hillside fields pollution of area source control system
CN102726141A (en) Saline-alkali soil improvement facility and method
CN107155785A (en) By accumulating the method and device that rainwater is planted trees
CN204385707U (en) A kind of hillside fields rainwater-collecting gravity irrigation system on the spot
CN206512781U (en) Hillside fields rainwater-collecting and irrigation system
CN107816113A (en) The Hills runoff that a kind of sewer pipe cellar for storing things combines harvests system and harvests method
CN206554161U (en) A kind of rainwater-collecting irrigation system for greenbelt based on sponge urban pipe network
CN108739312A (en) Northern mountain area fruit tree water-fertilizer integral water saving irrigating method
CN107371864A (en) The side slope seedling-planting device that a kind of Difficult site type area is retained and conserved soil moisture
CN209129061U (en) A kind of rain flood resource utilization device
CN102696297B (en) Method for setting salt elimination system through closed conduit with external-wrapped filtering layer made of fluidized bed furnace slag
CN208113600U (en) Grass planting ditch structure with water holding function
CN207531447U (en) road green belt
CN207974218U (en) A kind of infiltration greenbelt for sponge city
CN207714473U (en) A kind of Rain Garden suitable for clay area
CN110468930A (en) A kind of sponge urban rainwater processing system

Legal Events

Date Code Title Description
PB01 Publication
PB01 Publication
SE01 Entry into force of request for substantive examination
SE01 Entry into force of request for substantive examination
RJ01 Rejection of invention patent application after publication

Application publication date: 20190510

RJ01 Rejection of invention patent application after publication