Land irrigation quota determining method
A technology for determining irrigation quotas and methods, which is applied in botany equipment and methods, watering devices, gardening, etc., and can solve the problem of calculation deviations of soil maximum water holding capacity and minimum water holding capacity, soil bulk density is not a constant value, and affects field conditions. Water holding capacity and other issues, to achieve the effect of simple operation, reduce labor loss, and reduce agricultural water waste
- Summary
- Abstract
- Description
- Claims
- Application Information
AI Technical Summary
Problems solved by technology
Method used
Image
Examples
Embodiment 1~4
[0054] refer to figure 1 , figure 2 , a method for determining a land irrigation quota mainly includes the following steps:
[0055] (1) Fully irrigate the soil of the test field and cover it with film, let it stand for 45h, 47h, 49h or 50h, and drain the gravity water in the soil;
[0056] (2) Three test points are randomly selected in the test field to obtain soil samples. The soil is taken from the surface, and a soil sample is taken every 10 cm by using a soil drill until the depth of H, where H is the planned wetting layer Depth, the values are 50cm, 60cm, 70cm, 80cm respectively; collect the soil samples taken into aluminum boxes and mark them;
[0057] (3), bring the soil sample back to the laboratory, weigh 20g, 22g, 26g or 30g of each soil sample respectively, dry the soil sample with the drying method, measure its moisture content and consider it to be the field holding time of the soil approximately. Water rate, and take the dried soil sample to measure the so...
Embodiment 5~8
[0084] refer to image 3 , Figure 4 , and embodiment 1-4 difference is: the selected loam test field, the bulk density of loam is 1.3~1.6g / cm 3 , The field water holding rate is between 15% and 27%, and the soil moisture during the irrigation period accounts for between 65% and 100% of the field water holding capacity.
[0085]
[0086]
[0087] Among them, the depth of the loam soil layer and the H-γ fitting function curve of the soil bulk density are as follows: image 3 As shown, the fitting function curve of loam soil depth and field water holding rate H-α is as follows Figure 4 shown.
[0088]
Embodiment 9~12
[0090] refer to Figure 5 , Figure 6 , and embodiment 1-4 is different in that: the selected clay test field, the bulk density of the soil is 1.1~1.5g / cm 3 , the field water holding rate is between 24% and 35%, and the soil moisture during the irrigation period accounts for between 65% and 100% of the field water holding capacity.
[0091]
[0092] The curve of clay soil layer depth and soil bulk density H-γ fitting function is as follows Figure 5 As shown, the curve of clay soil layer depth and field water holding rate H-α fitting function is as follows Figure 6 shown.
[0093]
[0094]
PUM
Abstract
Description
Claims
Application Information
- R&D Engineer
- R&D Manager
- IP Professional
- Industry Leading Data Capabilities
- Powerful AI technology
- Patent DNA Extraction
Browse by: Latest US Patents, China's latest patents, Technical Efficacy Thesaurus, Application Domain, Technology Topic, Popular Technical Reports.
© 2024 PatSnap. All rights reserved.Legal|Privacy policy|Modern Slavery Act Transparency Statement|Sitemap|About US| Contact US: help@patsnap.com