Salt drainage method adopting high-strength underground pipes and application of salt drainage method in improvement of interpenetrated saline-alkali soil in North China

A high-intensity, dark-tube technology, applied in application, soil preparation methods, climate change adaptation, etc., can solve the problem of bauhinia blight resistance rate is not obvious, increase the photosynthetic area, can not prolong the flowering period of bauhinia, etc. problems, to achieve the effect of improving greening and aesthetic value, increasing photosynthetic area, and improving greening and aesthetic effects

Inactive Publication Date: 2017-01-04
SHANDONG SUNWAY LANDSCAPE TECH
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0009] (2) It is deficient in improving the leaf area index of plants, and has little effect on increasing the photosynthetic area;
[0010] (3) The flowering period of Bauhinia can not be extended;
[0011] (4) The effect of improving the resistance rate of Bauhinia blight is not obvious

Method used

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  • Salt drainage method adopting high-strength underground pipes and application of salt drainage method in improvement of interpenetrated saline-alkali soil in North China
  • Salt drainage method adopting high-strength underground pipes and application of salt drainage method in improvement of interpenetrated saline-alkali soil in North China
  • Salt drainage method adopting high-strength underground pipes and application of salt drainage method in improvement of interpenetrated saline-alkali soil in North China

Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0041] Embodiment 1 A kind of salt drainage underground pipe

[0042] The salt-discharging underground pipe comprises the following components in parts by weight:

[0043] 82 parts of homopolypropylene, 30 parts of polyvinyl chloride, 15 parts of ABS resin, 2.5 parts of viscose, 1.1 parts of candlewood wax, 5.3 parts of paraffin wax, 0.4 parts of dioctyl phthalate, 0.27 parts of mica, guaiac 0.22 parts of resin, 0.33 parts of maleic anhydride grafted polyethylene.

Embodiment 2

[0044] Embodiment 2 A kind of salt drainage underground pipe

[0045] The salt-discharging underground pipe comprises the following components in parts by weight:

[0046] 88 parts of homopolypropylene, 37 parts of polyvinyl chloride, 28 parts of ABS resin, 4.2 parts of viscose, 2.2 parts of candlewood wax, 5.8 parts of paraffin wax, 1.2 parts of dioctyl phthalate, 0.39 parts of mica, guaiac 0.38 parts of resin, 0.40 parts of maleic anhydride grafted polyethylene.

Embodiment 3

[0047] Embodiment 3 A kind of salt drainage underground pipe

[0048] The salt-discharging underground pipe comprises the following components in parts by weight:

[0049] 93 parts of homopolypropylene, 43 parts of polyvinyl chloride, 32 parts of ABS resin, 7.6 parts of viscose, 2.8 parts of candlewood wax, 6.4 parts of paraffin wax, 1.6 parts of dioctyl phthalate, 0.49 parts of mica, guaiac 0.51 parts of resin, 0.49 parts of maleic anhydride grafted polyethylene.

[0050] Table 1 is the result of the performance test carried out to the salt discharge underground pipe described in embodiment 1-embodiment 3

[0051]

[0052] From the above test results, it can be seen that the performance of the salt discharge underground pipe described in Example 2 is the best, and Example 2 is a preferred embodiment.

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Abstract

The invention provides a salt drainage method adopting high-strength underground pipes. The salt drainage method comprises steps of constructing an underground pipe salt drainage system, laying a mixed layer and performing irrigation, wherein for the step of constructing the underground pipe salt drainage system, the pipe burying slope for the underground pipes ranges from 0.48 permillage to 0.60 permillage; for the step of laying the mixed layer, the volume ratio of zeolite to crushed stone in the mixed layer is (0.5-1):(0.8-3); for the step of performing irrigation, the irrigation flow velocity is 9-13m<3>/h. The invention further provides an application of the salt drainage method adopting the high-strength underground pipes in improvement of interpenetrated saline-alkali soil in North China. After improvement is performed for one year with the salt drainage method, an alkaline spot area occupies 12.6%-20.1%.

Description

technical field [0001] The present invention relates to a method for discharging salt by using a high-strength hidden pipe and its application in improvement of saline-alkali land, in particular to a method for discharging salt by using a high-strength hidden pipe and its application in improving saline-alkali land in North China The invention belongs to the technical field of rapid desalination and improvement of saline-alkali land. Background technique [0002] According to incomplete statistics from UNESCO and FAO, the area of ​​saline-alkali land in the world is 954.38 million hectares, of which 99.13 million hectares are in my country. In the arid and semi-arid areas of North China, the precipitation is small and the evaporation is large, and the salt dissolved in the water is easy to accumulate on the soil surface. In summer, the rain is abundant and concentrated, and a large amount of soluble salt seeps into the lower layer or flows away with the water. In spring, the...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): A01B79/02C08L23/12C08L27/06C08L55/02C08L1/24C08L91/06C08L51/06C08K5/12C08K3/34
CPCA01B79/02C08L23/12C08L2203/18C08L2205/025C08L2205/035C08L27/06C08L55/02C08L1/24C08L91/06C08L51/06C08K5/12C08K3/34Y02A40/10
Inventor 王胜
Owner SHANDONG SUNWAY LANDSCAPE TECH
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