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
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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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