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Water-saving fertilizer retaining method for sand land filled with clay slurry

A technology of sticking slurry and land, applied in the direction of soil preparation methods, applications, agricultural machinery and tools, etc., can solve the problems of easy accumulation of harmful substances, long cycle, large investment, etc., and achieve long-lasting effects of water saving and fertilizer conservation, good water conservation and conservation The effect of fat and maintaining continuity

Inactive Publication Date: 2015-02-18
INST OF COTTON RES CHINESE ACAD OF AGRI SCI
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

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Problems solved by technology

[0003] There are many methods for improving sandy soil. For example, the patent application No. 201410175262.1 discloses a method for improving the fertilizer retention of plant-growing concrete. On the surface of the fertilizer, a slow-release shell of fertilizer effect is formed to achieve the purpose of slow-release of fertilizer effect and improve the fertilizer retention of concrete; but this method is labor-intensive and time-consuming by mixing concrete and adding organic fertilizer, and the cycle is long and the effect is slow; The method of turning silt and pressing sand is used to save water and fertilizer, but this method requires a lot of investment, the effect is not good, and it cannot be popularized on a large scale; there is also a plastic film under the sandy soil, which has a good water saving and conservation effect. Fertilizer effect, but harmful substances are easy to accumulate, long-term cultivation will seriously affect plant growth, and the plastic film is not easy to rot, causing environmental pollution

Method used

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  • Water-saving fertilizer retaining method for sand land filled with clay slurry
  • Water-saving fertilizer retaining method for sand land filled with clay slurry
  • Water-saving fertilizer retaining method for sand land filled with clay slurry

Examples

Experimental program
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Embodiment 1

[0033] The clay slurry used in the test group 1: pulverize the soft clay, and the pulverized particle size is less than 1cm; mix the pulverized clay with water to obtain a slurry liquid, and the Engler viscosity of the slurry liquid is 18;

[0034] Mix the slurry-like liquid with the water-retaining agent to obtain clay slurry, and the amount of the water-retaining agent is to add 0.3kg of French SNF (Eisen) soil water-retaining agent per cubic meter of the slurry-like liquid;

[0035] Clay slurry used in test group 2: pulverize the soft clay, and the pulverized particle size is less than 1cm; mix the pulverized clay with water to obtain a slurry liquid, and the Engelder viscosity of the slurry liquid is 20;

[0036] Mix the slurry-like liquid with the water-retaining agent to obtain a clay slurry, and the amount of the water-retaining agent is to add 0.5kg of French SNF (Eisen) soil water-retaining agent per cubic meter of the slurry-like liquid;

[0037] Clay slurry used in ...

Embodiment 2

[0046] Preparation of clay slurry: Soak the soft clay in water for 24 hours, and then mix to obtain a slurry-like liquid. The Engler viscosity of the slurry-like liquid is 22;

[0047] Mix the slurry-like liquid and water-retaining agent to obtain clay slurry, and the amount of water-retaining agent added is 0.8kg Anxin water-retaining agent per cubic meter of slurry-like liquid;

[0048] The test site is in Neihuang County, Henan Province. The soil for the test is sandy soil. The test is set as a control group and a test group. The test group is divided into 4 groups, which are test groups 1-4;

[0049] Among them, the test group 1 spread the clay slurry at 40cm underground, and the thickness of the clay slurry laying was 5cm;

[0050] In the test group 2, the clay slurry was spread 40cm underground, and the thickness of the clay slurry laying was 3.5cm;

[0051] In the test group 3, the clay slurry was spread 40cm underground, and the thickness of the clay slurry laying was...

Embodiment 3

[0061] Preparation of clay slurry: pulverize the soft clay, and the pulverized particle size is less than 1cm; mix the pulverized clay with water to obtain a slurry liquid, and the Engler viscosity of the slurry liquid is 20; mix the slurry liquid with The water-retaining agent is mixed to obtain clay slurry, and the amount of the water-retaining agent is to add 0.4kg of French SNF (Eisen) soil water-retaining agent per cubic meter of slurry liquid;

[0062] The test site is in Neihuang County, Henan Province. The test soil is sandy soil. The test is set as a control group and a test group. The test groups are divided into 4 groups, which are test groups 1-4;

[0063] Among them, the test group 1 spread the clay slurry at 50cm underground, and the thickness of the clay slurry laying was 5cm;

[0064] In the test group 2, the clay slurry was spread at 45cm underground, and the thickness of the clay slurry laying was 3.5cm;

[0065] In the test group 3, the clay slurry was spre...

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Abstract

The invention relates to the water-saving fertilizer retaining field of sand lands, in particular to a water-saving fertilizer retaining method for sand land filled with clay slurry. The method comprises the following steps: blending thin pulp-shaped liquid of clay with a water-retaining agent to obtain clay slurry liquid; then paving the clay slurry liquid underground at the position with the depth being more than 35 centimeters. According to the method, the clay is blended with the water-retaining agent to obtain the clay slurry liquid, and then the clay slurry liquid is paved underground at a certain depth, so that the method is simple and easy to implement, a water-saving fertilizer retaining effect is achieved after paving, and the effect is quickly realized. The clay is particularly selected, is environment-friendly and pollution-free, is low in cost, and is easily obtained; the water content of the clay can be effectively maintained after the water-retaining agent is added, the continuity of a clay slurry liquid layer is maintained, and the clay is cooperatively matched with the water-retaining agent, so that the clay slurry liquid layer cannot crack due to water loss, and the water-saving fertilizer retaining effect is more durable.

Description

technical field [0001] The invention relates to the field of water-saving and fertilizer-preserving of sandy land, in particular to a method for water-saving and fertilizer-preserving of sandy land filling viscose. Background technique [0002] In recent years, the area of ​​agricultural land in my country is gradually shrinking, while the population is gradually increasing. Increasing grain yield per unit area is an important way to solve the problem of food security in my country. According to statistics, there are currently about 30% of low-yield soil in China. Sandy land is a typical low-yield field in my country. It affects the potential of light and temperature, and has become a bottleneck factor for grain production to reach a new level. [0003] There are many methods for improving sandy soil. For example, the patent application No. 201410175262.1 discloses a method for improving the fertilizer retention of plant-growing concrete. On the surface of the fertilizer, a...

Claims

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Application Information

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IPC IPC(8): A01B79/02
Inventor 刘爱忠董合林李鹏程刘敬然孙淼殷年新李学山吴俊民王晓如王刚
Owner INST OF COTTON RES CHINESE ACAD OF AGRI SCI