Minimal threshold value of soil erosion modulus for soil erosion monitoring by chain pin method
[ Background] Chain pin method possesses the advantages of simple setting, flexible,convenient in material selection and low cost, thus has been widely used in soil erosion monitoring,especially in production and construction project soil erosion monitoring. However, there are a lot of disadvantages in the practical application of it, such as the monitoring accuracy is not high, the results are affected by anthropogenic disturbances frequently, and it is vulnerable to destruction. Moreover, there are limitations of using it in soil erosion monitoring. In order to investigate the scope of applying chain pin approach in soil erosion monitoring, especially for production and construction projects, and to obtain the applicable conditions for soil erosion monitoring using chain pin method, authors focus on theoretically calculating the minimal threshold of soil erosion modulus according to the measurement accuracy and principle of the chain pins, which has practical significance in increasing measurement precision of soil erosion monitoring. [Methods] The study was conducted on a slope with 9 rods evenly distributed. First of all, according to the actual situation, we determined the measured minimal height of chain pins that the naked eye can observe, and we calculated the sample average minimal soil erosion thickness and erosion volume; then on the basis of the corresponding to different soil texture and soil bulk density, we calculated soil erosion per square km in the monitoring period, and converted it to annual soil erosion modulus. [Results] Among 9 measuring chain pins, we supposed that any single pin was measured with the height change of 1 mm, other 8 pins were 0 with naked eye for a certain period of monitoring time (such as monthly, quarterly, and annually), thus, the average soil erosion thickness of the whole monitoring plot was 1/9 = 0.11 mm, based on this thickness, we calculated the minimal erosion volume as 110 cubic meters per square kilometer. Then we obtained the soil erosion weight according to the volume of soil and soil bulk density. From the calculation results, the minimal threshold value of soil erosion modulus was 1 452, 484 and 121 t/ ( km2·a) for month, season and year,respectively. [Conclusions] It can be seen that the chain pin method can only be applied in the given region or period, where or when soil erosion modulus is above the calculated minimal threshold in this paper, or in the area with low soil erosion modulus. If chain pin method is applied in areas where does not meet the conditions mentioned above, there will be some limitations or even the monitoring data can't be acquired. It is suggested that other methods, such as sediment basin, should be adopted to ensure the accuracy of soil erosion monitoring results in areas or periods of lower soil erosion intensity than this min-threshold.
Soil moisture and irrigation analysis in the typical drought years of the North China Plain using remote sensing data
[Background] Soil moisture is one of the most important components of soil, it plays a critical role in the process of soil formation. Moreover, soil moisture is the main source of crop water, and is one of the most crucial parameters for the agriculture, meteorology and hydrology studies. As the important agricultural region in China, in addition to the precipitation recharge, soil moisture in the North China Plain (NCP) is also largely affected by irrigation. How to monitor and analyze surface soil moisture, drought and irrigation of a wide range using remote sensing data, has a especially important value. Studies on soil moisture and irrigation information can provide better understanding about the drought. [Methods] On the basis of 10-day's precipitation data, active microwave remote sensing inversion data -soil moisture index (SWI) data, combined with geo-statistical analysis methods, the spatial and temporal variation of surface soil moisture under precipitation drought in the NCP was analyzed and irrigation information in the main growing season of winter wheat was extracted by the method of spatial overlay analysis. [Results] 1) There were some differences in the amount and distribution of precipitation between 1999 and 1993 2002. Precipitation in June, July and August of 1999 was 50 mm lower than the average of 10 years (1993 2002), precipitation in September and October of 1999 was a little higher than the average of 10 years (1993 2002); precipitation in 1999 was more evenly distributed than annual average of 1993 2002. Precipitation in the NCP in 1999 was 140 mm less than the average of 10 years (1993 2002). 2) The change of soil moisture was consistent with the change of precipitation, which had regular fluctuation. The SWI in 1999 was lower than the average of 10 years (1993 2002), especially from March to September, which was consistent with variation of precipitation; the SWI decreased remarkably in spring and summer, which caused the soil drought to some extent. The differences of SWI between 1999 and 1993 2002 were different in different regions; the differences of soil moisture content in different stages was significant in the same area. 3) Most areas in the NCP in 1999 were irrigated in different degrees in the main growing season of winter wheat; the irrigation times in the middle part was the least, and there existed two or three rounds of irrigation in the northern and southern parts, which accounted approximately 65% of the total study area. The irrigation cells were 79.69% same with extracted result using land use data in 2000. [Conclusions] The decrease of precipitation in 1999 had an effect on variation of SWI. The soil moisture in 1999 decreased, which was consistent with the change of precipitation, indicating the arid characteristic of soil. There existed different degrees of irrigation in the NCP in 1999. The study results and methods may provide references for the agricultural drought monitoring based on remote sensing.
Studies on peak velocity of shallow water flow on slopes
[Background] Rainfall runoff is the major dynamic source for hill-slope erosion, runoff velocity is one of the important parameters in soil erosion model. The accurate measurement of shallow water flow velocity is critical in hydrological process. Lei et al. proposed an electrolyte pulse method for measuring the velocity by fitting the solute transport process with time using the least square method and improved the system with a Normal Model and a Sine Model. This laboratory experiments were conducted to determine the relationship between electrolyte peak velocity and water flow peak velocity during the electrolyte transport process and verify the new 程computational method. [Methods] The experimental devices include a flume, 4 m long and 15 cm wide, a solute injector, a data logger for control and data acquisition and a computer with specially designed software for data measurement and storage. The experiments involved three flow rates (12, 24 and 48 L/ min) and three slope gradients (4°, 8°and12°). Five sensors were used to measure the electrolyte transport processes at 0.3 m, 0.6 m, 0.9 m,1.2 m, and 1.5 m from the location where the salt solute was injected into the water flow. During each experiment, five complete curves of electrolyte changes with time were recorded, which can be used to calculate electrolyte peak velocity with the distance from the injection to the measuring sensor and the time used for the peak of the electrolyte to travel through the distance. The leading edge velocities were measured by floating objects method and mean velocities by volumetric method. [ Results ] The electrolyte peak velocity was between 0.15 to 0.54 m/ s, increased with distance and tended to stable, and the flow rates caused greater effect on electrolyte peak velocity than slope gradient under different conditions. The steady electrolyte peak velocity, regarded as the water flow peak velocity, were computed through fitting the electrolyte peak velocity at different distances from the salt solution injector with exponential function, ranging from 0.241 to 0.568 m/ s. The exponential function fitted the electrolyte peak velocities very well for all the experimental conditions. The flow rate had greater effect on flow peak velocity growth rate than that of slope gradient. The water flow peak velocity were 1.007 times of mean velocity, 0.774 times of leading edge velocity, and mean velocity was 0.776 times of leading edge velocity. [ Conclusions] The flow peak velocity agreed well with leading edge velocity and mean velocity. These demonstrated that the new computational method for measuring shallow water flow velocity was reasonable and valid. The results provide a new method for computing the mean velocity of sheet flow and relevant data for the dynamic process of sheet flow, which will be useful for the investigation of soil erosion.
Measurement and calibration of ephemeral gully depth in ridge-tillage croplands
[Background] Ephemeral gullies (EG) are small channels eroded by concentrated flow. The traditional method of monitoring EG is the ruler method, by which the widths, depths and lengths of EGs are manually measured. Ridging, whereby elevated rows are created, is a commonly used tillage practice in China. EGs can develop in ridged croplands as furrows serve to concentrate runoff so that EGs develop perpendicular to rows as water spills over one ridge to the next furrow. In this case, the fluctuating relief induced by ridging causes difficulty in measurement of EG depth. Whether measurements are taken at ridge tops or in furrows, the measured depth cannot be used directly to calculate EG volume and must be calibrated to the EG depth that would have formed on a none-ridge (flat) land surface. Reports on the procedure and validity of calibration are limited. This study aims to establish an equation by which one can calibrate the depth measured from a ridge top (measured depth) to the corresponding depth for a none-ridge land surface case ( calibrated depth ), and understand the necessity of calibration. [Methods] Firstly, the cross-section of a ridge was established, whose shape was assumed to be an isosceles trapezoid. The distance from the ridge top to the EG bottom was measured, i. e. measured depth. Secondly, the ridge height was adjusted to that of a flat land surface. The distance from the newly adjusted land surface to the EG bottom was the calibrated depth. Thirdly, a calibration equation was established according to plane geometry knowledge. Fourthly, the calibration equation was applied to EGs in the Hebei-2 small watershed in the Heilongjiang Province to estimate the EG volume error in the non- calibration case. [Results] 1) The calibrated depth was a function of the measured depth and the morphologic characteristics of the ridges (height, top width and bottom width). 2) If the calibration was not used, the EG volume would be overestimated. The overestimation can be evaluated with relative error ratio (RER), which was positively correlated with the height and sharpness of the ridge and negatively correlated with EG depth. In the Hebei-2 watershed, the RER was 48% -75% when the EG was 5 cm deep and 5% - 8% when the EG was almost 50 cm deep. For all 51 EGs, the RER was 17%. Therefore, the calibration is necessary. [Conclusion] For EGs in ridged croplands, the measured depth can be calibrated by the equation developed in this study, with morphologic characteristics of the ridges as parameters. Without calibration, the EG depth and volume could be overestimated by up to 17% at the small watershed scale. Therefore, the established equation is suitable for this calibration, and the calibration is necessary, and even necessary for watersheds with high and sharp ridges and shallow EGs. We suggest that the results may be utilized for future EG surveying by more accurately calculating the significance of EG erosion.
Several thoughts on the important relationships in top-level design of soil and water conservation in China
[ Background] Soil and water conservation involves agriculture, forestry, water, land, environmental protection and other departments as well as production and construction industries, the tasks related to it are arduous and relationships in the design of it are complicated, thus its top-level design is crucial. The top-level design of soil and water conservation means a complete set of solutions, i. e. , building soil and water conservation planning system from top to bottom under the guidance of soil and water conservation plan, and ultimately achieving the established long-term strategic goals and tasks through continuous coordination of the various relationships and adjustment of programs implementation. [Methods] “National Soil and Water Conservation Plan (2015-2030)”was approved by the State Council in 2015, in which the objectives and tasks of soil and water conservation were defined. Accordingly in this paper, for the new situation and new problems faced by soil and water conservation, the characteristics of region, sector, and field in soil and water conservation is examined, the important relationships between central and local government, department and field, intra-regional and regional, economic and ecology, as well as preservation and utilization are scientifically analyzed. [Results] Countermeasures and suggestions of implementing the top-level design of soil and water conservation and implementing hierarchically National Soil and Water Conservation Plan (2015-2030) are put forward, focus is to establish mechanisms for coordination and cooperation between the relevant departments, to establish and improve the system of soil and water conservation in China, to implement the objectives and tasks of soil erosion control, and to improve and expand investment mechanism. [Conclusions] Soil and water conservation is a systematic project and a long-term strategic work. National Soil and Water Conservation Plan (2015-2030) is an important basis of implementing the law of PRC on water and soil conservation, and launching the soil and water conservation work in the coming period; it is also a solid development blue print and guide to action, has great significance for speeding up the pace of soil erosion control and promoting ecological civilization.