CN1345999A - Soil and water conservation method - Google Patents

Soil and water conservation method Download PDF

Info

Publication number
CN1345999A
CN1345999A CN 00117460 CN00117460A CN1345999A CN 1345999 A CN1345999 A CN 1345999A CN 00117460 CN00117460 CN 00117460 CN 00117460 A CN00117460 A CN 00117460A CN 1345999 A CN1345999 A CN 1345999A
Authority
CN
China
Prior art keywords
soil
hole
water conservation
water
conservation method
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
CN 00117460
Other languages
Chinese (zh)
Inventor
关伟伯
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 CN 00117460 priority Critical patent/CN1345999A/en
Publication of CN1345999A publication Critical patent/CN1345999A/en
Pending legal-status Critical Current

Links

Images

Landscapes

  • Cultivation Receptacles Or Flower-Pots, Or Pots For Seedlings (AREA)

Abstract

The present invention relates to a soil and water conservation method, and is characterized by that on the earth's surface a lots of cylindrical holes are excavated and spaced at a centain interval, and said interval between the holes and its hole diameter are defined according to the local precipitation amount and a calculated amount obtained by substracting surface soil infiltration absorbing capacity form rainfall amount in the corresponding period and equal to total reservoir capacity of a miniature water reservoir, so that on the premise of basically no damaging surface soil vegetation said invented method can produce the functions of flood protection and storing water.

Description

A kind of soil and water conservation method
The present invention relates to a kind of soil and water conservation method, belong to the hydraulic engineering technical field.
Soil erosion be mostly because rainfall after the long distance stream in the face of land time; the side flows in rivers,lakes and seas or the reservoir; therefore table soil can be taken away by rain drop erosion; the method of existing bringing soil erosion under control; normally on the ground; particularly on domatic ground, build horizontal ditch or the fish-scale pit retains rainfall; make precipitation can stay table soil the long period; the table regolith rain drop erosion of avoiding being rich in nutrition is run off; because these methods are bigger to the destruction on the face of land; in water conservation; evaporate also corresponding increase; and rainfall still must grow distance on the face of land and flow, so the effect of water and soil conservation is unsatisfactory, as torrential rain; may being destroyed by rush of water in horizontal ditch and fish-scale pit, at this moment not only can not receive its profit; counter its evil that is subjected to.
Purpose of the present invention, just provide a kind of under the prerequisite of not destroying the native vegetation of table substantially, allow the rainwater very short distance of need not flowing through or only flow through in face of land savings and to penetrate into undergroundly, play the effect of flood control, retaining, reach the method that conserves water and soil effectively.
For achieving the above object, method of the present invention is: the miniature reservoir that press in certain interval on the face of land, excavation is numerous, it also is cylindrical hole, the diameter in described interval, hole, the degree of depth, situation with the amount of precipitation of Location, the aggregate storage capacity that the amount of calculation that deducts the table soil osmotic absorption amount of the same period by the disposable amount of precipitation of design frequency equals miniature reservoir decides, and, the diameter of each little shape reservoir, the degree of depth, concrete spacing terrain geology arrange that the volume of promptly single little shape reservoir is determined according to its catchment area.
On the basis of abovementioned technology, the present invention also can do further perfect: 1) when hole wall soil water stability difference and aperture are big, hole wall is made consolidation process, its method can be made protective reinforcing with materials such as cement or lime and handle, enough holes of oozing to be set on hole wall when making protective reinforcing, make the planned speed of water in the miniature reservoir infiltrate in the soil; 2) in the place that the person poultry activity is arranged, add a cover in the aperture of miniature reservoir, has covered the aperture water inlet.
After having taked abovementioned technology, when rainy, rainwater need not flow on the face of land or the extremely short distance of only flowing through can flow to the miniature reservoir that scatters the face of land and saves and infiltrate in the soil, play the effect of flood control, water and soil conservation and minimizing water evaporates, do not destroy the native vegetation of table, reach the purpose that conserves water and soil effectively; It is poor to accommodate especially in the native water retaining capacity of table, and the incident again arid area of severe water and soil erosion also has certain flooding action simultaneously; In addition, also can be used for the irrigation and the fertilising of urban landscaping, orchard, commodity trees.
The present invention is described in further detail below in conjunction with drawings and Examples.
Fig. 1 is the sectional drawing of miniature reservoir of the present invention;
Fig. 2 is the sectional drawing that has retaining wall and the miniature reservoir of permeability hole;
Fig. 3 is the miniature reservoir sectional drawing that has lid;
From Fig. 1, can see, the present invention is with the miniature reservoir of excavation in certain interval on the face of land, it also is cylindrical hole 8, the diameter 2 in described interval 1, hole, the degree of depth 3 are with the situation of the amount of precipitation of Location, the aggregate storage capacity that the amount of calculation that deducts the table soil osmotic absorption amount of the same period by the disposable amount of precipitation of design frequency equals miniature reservoir decides, when particularly the aperture is big, the degree of depth of miniature reservoir is decided according to design, for making things convenient for the manual maintenance cleaning, (except the mechanical chipping) should be controlled in 1.5 meters, when the aperture is big, can suitably strengthen.
From Fig. 2 and Fig. 3, can see, when hole wall soil water stability difference and aperture are big, materials such as available cement or lime are made protective reinforcing and are handled, be that overcoat 4 is arranged on the hole wall, overcoat 4 is provided with enough holes 5 of oozing when making protective reinforcing, makes the planned speed of water in the miniature reservoir infiltrate in the soil; In the place that the person poultry activity is arranged, can add a cover 6 in the aperture of miniature reservoir, aperture 7 water inlets are arranged on the lid 6.
The column type hole can dynamic power machine or manual machine, with impacting or the mode dry method pore-forming that circles round, guaranteeing to adopt minor diameter under the constant prerequisite of design water retention capacity, to improve wall stability and to reduce the pore-forming cost, also can reduce destruction simultaneously to natural surface; When the earthy water stability was better, the hole wall of miniature reservoir can not produce the hole of collapsing, and hole wall can not made consolidation process, directly the method for excavating on the face of land; When hole wall soil water stability difference and aperture are big, hole wall is made consolidation process, and as shown in Figure 2, its method can be made protective reinforcing with materials such as cement or lime and handle, enough holes of oozing to be set on hole wall when making protective reinforcing, make the planned speed of water in the miniature reservoir infiltrate in the soil; Figure 3 shows that in the place that the person poultry activity is arranged, add a cover in the aperture of miniature reservoir, covered the aperture water inlet.

Claims (3)

1, a kind of soil and water conservation method, it is characterized in that: on the face of land with certain interval, the excavation numerous little shape reservoirs be hole (8), the diameter (2) of described interval (1), hole, the degree of depth (3), deduct the incompatible decision that the surplus of showing native osmotic absorption amount the same period equals all hole capacity with Location by the disposable amount of precipitation of design frequency, and the diameter of each little shape reservoir, the degree of depth, concrete spacing terrain geology arrange that the volume of promptly single little shape reservoir is determined according to its catchment area.
2, soil and water conservation method according to claim 1 is characterized in that: described hole hole wall is made overcoat (4) with materials such as cement or lime, and overcoat (4) is provided with and oozes hole (5).
3, soil and water conservation method according to claim 2 is characterized in that: (6) are added a cover in the aperture, have covered inlet opening (7).
CN 00117460 2000-09-30 2000-09-30 Soil and water conservation method Pending CN1345999A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 00117460 CN1345999A (en) 2000-09-30 2000-09-30 Soil and water conservation method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 00117460 CN1345999A (en) 2000-09-30 2000-09-30 Soil and water conservation method

Publications (1)

Publication Number Publication Date
CN1345999A true CN1345999A (en) 2002-04-24

Family

ID=4586826

Family Applications (1)

Application Number Title Priority Date Filing Date
CN 00117460 Pending CN1345999A (en) 2000-09-30 2000-09-30 Soil and water conservation method

Country Status (1)

Country Link
CN (1) CN1345999A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN1330831C (en) * 2005-07-07 2007-08-08 上海交通大学 landscape integrated intermittent wet-land rainwater reuse method
CN102459774A (en) * 2009-04-16 2012-05-16 安德鲁·尼姆齐克 Method for injecting surface water into the ground

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN1330831C (en) * 2005-07-07 2007-08-08 上海交通大学 landscape integrated intermittent wet-land rainwater reuse method
CN102459774A (en) * 2009-04-16 2012-05-16 安德鲁·尼姆齐克 Method for injecting surface water into the ground

Similar Documents

Publication Publication Date Title
CN210712879U (en) Slope ecological restoration structure of damaged mountain
CN207646833U (en) Integrate the concave herbaceous field structure for accelerating diafiltration and water storage
CN103603320A (en) LID (low impact development) type rainwater ditch and design and calculation method for same
CN106400648A (en) Water collection and purification ecological road of sponge city
CN208844656U (en) Rainwater-collecting and constant pressure seep vegetation moisturizing net certainly
CN201495621U (en) Drainage well
CN206674690U (en) A kind of slope vegetation conserves spray irrigation system
CN104831740A (en) Slope protection method and structure based on earthwork standard room and mixture of fiber and clay
WO2024174557A1 (en) System for rapid desalination of sandy soil blown into dike at estuary before planting green plants
CN210797594U (en) Ecological reinforced structure of side slope
CN1345999A (en) Soil and water conservation method
CN207512863U (en) Rainwater penetration system
CN207727658U (en) A kind of processing system with rainwater-collecting, storage and reverse osmosis
CN207739092U (en) Landscape ecology Pavement Construction
CN212612893U (en) Landfill repair system
CN211713983U (en) Ecological slope protection for water and soil conservation
Shanan The impact of irrigation
CN206376344U (en) A kind of grass planting ditch water discharge system
CN206667202U (en) A kind of ring gutter for nonirrigated farmland type citrus orchard
CN110725362A (en) Method for refilling rainwater and storing water by filling sand into waste motor-pumped well
CN218184416U (en) Mountain body pit rainwater purifies retrieval and utilization ecological remediation system
US20240342629A1 (en) Washing and desalinating system for sand soil in river mouth blowing-sand reclaimed land before planting greenery
CN218813521U (en) Ecological drainage ditch for urban water and soil conservation engineering
CN218757272U (en) Ecological bank protection for hydraulic engineering
Ciuff Water harvesting in arid lands

Legal Events

Date Code Title Description
C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
C06 Publication
PB01 Publication
C02 Deemed withdrawal of patent application after publication (patent law 2001)
WD01 Invention patent application deemed withdrawn after publication