GB/T 34818-2017 in English
VALIDComputing methods of field water budget
- Issued on:2017-11-01
- Implemented on:2018-05-01
- File Format:PDF
- Delivery:Via email within 1~3 business days
$156.00
《GB/T 34818-2017农田水分盈亏量的计算方法》由TC539(全国农业气象标准化技术委员会)归口,主管部门为中国气象局。
Introduction
National Standard of the People's Republic of China GB/T 34818—2017 In-depth Interpretation of the Calculation Method of Water Surplus and Deficit in Farmland
| Standard Dimensions | Water Surplus and Deficit in Farmland | Water Requirement of Crops | Effective Precipitation |
|---|---|---|---|
| Definition and Calculation Formula | The difference in water gained and lost in the soil layer at a certain depth within the root range of the crop during a certain period of time (ΔB = W + Pe + I + N - E). | Under normal growth conditions and optimal water and fertilizer conditions, the sum of plant transpiration, evaporation between plants, and the water that constitutes the plant body during the entire growth period or a certain growth stage of the crop. | The net amount of water actually added to the soil layer at a certain depth after the natural precipitation in a farmland in a certain period of time is intercepted by plants, surface runoff and deep infiltration. |
| Key parameters | ΔB (water surplus and deficit): positive numbers indicate surplus, negative numbers indicate deficit; W (soil effective water content), Pe (effective precipitation), I (effective irrigation), N (groundwater recharge), E (crop water demand). | E = Σ(Kc × ET0) Potential evapotranspiration is calculated using the formula recommended by the Food and Agriculture Organization of the United Nations FAO. | Pe = Σ(σi × Pi), σi is the effective utilization coefficient of daily precipitation, refer to the value range in Table 1. |
Standard Formulation Background and Technology Evolution Analysis
Explanation of professional terms and practical application cases
Soil effective water content (W): refers to the soil water content above the wilting humidity within the range of crop root activity. Calculation formula: W = (wt - wd) × ρ × h × 0.1.
Crop water requirement (E): Considering the crop coefficient Kc and potential evapotranspiration ET0 at different growth stages, the Penman-Monteith formula recommended by FAO is used for calculation. For example, in the middle growth period of corn, the Kc value is 1.05~1.2, corresponding to a daily water requirement of about 8 mm.
Effective precipitation (Pe): Determined by combining daily precipitation Pi and utilization coefficient σi. In the seedling stage of crops, when Pi<5mm, σi is 1; when Pi>50mm, σi is 0.7~0.8.
Standard Framework Comparison Table
| Core Terms | Formula for calculating farmland water surplus and deficit (ΔB) | Calculation of effective soil moisture content (W) | Calculation of crop water requirement (E) |
|---|---|---|---|
| Formula structure | ΔB = W + Pe + I + N - E | W = (wt - wd) × ρ × h × 0.1 | E = Σ(Kc × ET0) |
| Key variables | ΔB: surplus or deficit; W: initial effective soil water content; Pe: effective precipitation; I: irrigation volume; N: groundwater recharge; E: crop water requirement. | wt, wd: initial and wilting humidity (%); ρ: soil bulk density (g/cm³); h: soil depth (cm). | Kc: crop coefficient (reference FAO value); ET0: potential evapotranspiration (mm/d). |
Implementation suggestions
1. Data collection and preparation:
- Soil moisture (wt, wd) and bulk density (ρ) need to be obtained through field measurements;
- Daily precipitation Pi data can be obtained through meteorological stations or farmer records;
- Irrigation volume I should be based on records of irrigation system metering devices.
2. Calculation process optimization:
- Use automated calculation tools to process large-scale data; - Combine GIS technology for spatial analysis to generate regional water surplus and deficit distribution maps;
- Regularly update the calculation model of crop coefficient Kc and potential evapotranspiration ET0.
3. Application scenario expansion:
- Support precision agricultural decision-making: guide irrigation time and water volume;
- Optimize water resource allocation: evaluate regional water conditions and formulate water-saving measures;
- Support insurance claims: provide scientific basis for drought or flood disasters.

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