Research Article | Open Access
A New Instrument for Testing Wind Erosion by Soil Surface Shape Change
Wind erosion, a primary cause of soil degeneration, is a problem in arid and semiarid areas throughout the world. Many methods are available to study soil erosion, but there is no an effective method for making quantitative measurements in the field. To solve this problem, we have developed a new instrument that can measure the change in the shape of the soil surface, allowing quick quantification of wind erosion. In this paper, the construction and principle of the new instrument are described. Field experiments are carried out using the instrument, and the data are analyzed. The erosion depth is found to vary by 11% compared to the average for measurement areas ranging from to . The results show that the instrument is convenient and reliable for quantitatively measuring wind erosion in the field.
Soil erosion is a global disaster, especially in northern China . Erosion studies have been widely carried out around the world, and many measuring methods have been developed [2, 3]. Wind erosion is often observed by iron rod and digital cameras in the field. The rod measuring method has high precision, but only one point can be measured. Taking photographs is affected by the camera support and its stabilization and is difficult to operate [4, 5]. Also, the computing process is complex for obtaining measurements from the photographs. Furthermore, the measured results can be of low precision when the soil surface is covered by vegetation. Remote sensing and GIS are macroscale methods used in soil erosion research and are inadequate in precision research [6–8]. In recent years, laser-scanning instruments have been used to observe changes in soil surface shape. Laser scanning has certain disadvantages. Firstly, it is affected by vegetation, and the measurements have large errors. Secondly, the installation is complex, causing difficulty for field observation . To avoid these various difficulties, we have designed a new mechanical measurement tool, the soil surface shape change measurement instrument, which is not affected by vegetation and has high precision . The new tool also has a simple construction and is convenient for field measurement of wind erosion.
2. Materials and Methods
2.1. Construction of the Instrument
This instrument is designed by Liu et al. . A schematic illustration of the instrument is shown in Figure 1. In this figure, box B holds the measuring rods. At the top of the box is the holding board B1. At the bottom is the holding board B2, and in the middle is the holding board B3. The box also has lateral boards B4 and B5. The three boards parallel to the ground are connected with lateral boards. Under the bottom holding board B2 is a notch B6. There is a splint board B7 in the lead notch that can be pushed in or pulled out to let the rods down. Those mechanical rods could be fall down to soil surface freely and not affected by vegetation. The case has four stable feet at every corner of the bottom box B8.
Figures 2 and 3 show the rods arranged in a matrix held by holes in two horizontal boards. The holes in the boards are vertical and parallel. Splint B7, below the rods, holds all the rods in place. Rods A can move freely in the holes.
The holes B81 (Figure 2) in the four feet of the instrument are placed over nails which have first been buried in the soil. When the splint is pulled from the lead notch, all rods fall down on the soil surface D (Figure 3). The soil surface shape is measured according to the falling distance of each rod.
The box holds a total of 100 rods, each marked with a ruler to measure the falling distance. The rods are hollow and made from metal. Each rod has a plastic cushion pad at its bottom which reduces damage to the soil surface when the rods fall on it. Between two boards is a fixing ring B9 (Figure 3) on each rod which keeps the rods in place. Without these rings, the rods might fall on the soil surface when the instrument is removed after the initial measurement, affecting subsequent measurements of the area.
To take measurements in the field, the instrument is first placed on the nails in the ground. When the instrument is stable, the splint is pulled out and the height of each rod is recorded. The instrument is then removed, and the soil is eroded by an artificial wind. A second measurement is then carried out.
The artificial wind is a level 7 velocity acting on the soil for 3 minutes. The wind is produced by a brand 130FLJ5 centrifuge wind instrument. Figure 4 is a photograph showing the experimental setup. The measured area is 10 cm 10 cm 100 c. The wind blows in the same direction as the rows of rods, and so the shape change of the soil surface between the rows is very small. The change between the columns, however, is substantial. To simplify the calculations, we only measure every other row, such that the data for one row represent two adjacent rows. We monitor erosion as a function of wind velocity and direction. Other wind characteristics are held constant.
2.2. Experimental Design
In these experiments, the size of the measurement area may affect the precision of the data. Nails C (Figure 3) drove into soil according to instrument bottom four feet when measure area is decided. The instrument could be put on or take away from the nails easily. Since the measurement area of the instrument is fixed, we needed to determine how large an area is needed to simulate real erosion. Therefore, we have tested the effect of measured area on the erosion results.
In the field, we take erosion depth data using different soil areas. We then compare the results to determine what size area is adequate for the test instrument. The method is to start with an area of 30 30 c, then systematically reduce the area by two rows and two columns (1 cm) at a time. Erosion depth is measured for each area. The bottom area of the instrument is 10 10 c, and so in order to test the larger soil areas, we take multiple measurements of adjoining areas.
The erosion time for each tested area is 3 minutes. A longer erosion time may be needed for experiments in grassland and artificially forested areas, which have large canopies, making erosion slow. For a cultivated field, the wind exposure time must be shorter because the soil is loose and erodes easily.
3. Results and Discussion
The data of different erosion areas recorded in field are listed in Table 1.
In this experiment only one wind (artificial wind) speed is used, so does the soil types (only one soil type in this area). Erosion depths were recorded for eleven soil areas from 10 10 c to 30 30 c. Values are averages over the half set of rods. The results are shown in Figure 5. The maximum erosion depth measured was 0.261 cm at an area of 20 20 c and the minimum was 0.234 cm at an area of 28 28 c, a difference of 0.027 cm. This difference is 11% of the average depth, which is 0.248 cm.
For the smallest tested erosion area of 10 10 c, the erosion depth was measured to be 0.236 cm. This depth is about 4.5% smaller than the average depth measured for all soil areas. This variation is small enough that we expect this instrument is suitable for field study of wind erosion.
To quick quantification of wind erosion measurements in the field, a new instrument that measures the change in the shape of the soil surface was designed. It can test erosion area range from 10 10 c to 30 30 c. Erosion depths using the instrument measured were recorded in field experiments. The results show that the instrument is convenient and reliable for quantitatively measuring wind erosion in the field.
- B. Fu, L. Chen, and K. Ma, “The effect of land use change on the regional environment in the Yangjuangou catchment in the loess plateau of China,” Acta Geographica Sinica, vol. 54, no. 3, pp. 241–246, 1999 (Chinese).
- F. X. Huang, H. S. Niu, M. X. Wang et al., “The relationship between vegetation cover and sand transport flux at Mu Us sandland,” Acta Geographica Sinica, vol. 56, no. 6, pp. 700–710, 2001 (Chinese).
- P. Schuller, D. E. Walling, A. Sepúlveda et al., “Use of measurements to estimate changes in soil erosion rates associated with changes in soil management practices on cultivated land,” Applied Radiation & Isotopes, vol. 60, no. 5, p. 759, 2004.
- M. B. Zhou, “Method for expanding the depth measuring range in the surface topography measurement by interferometry,” Optics and Precision Engineering, vol. 7, no. 4, pp. 1–8, 1999 (Chinese).
- G. Zhang, Z. An, C. Zhang, T. Zhao, and C. Li, “The laser-scanning profile auto-measuring instrument and error analysis,” Laser & Infrared, vol. 27, no. 2, pp. 88–91, 1997 (Chinese).
- R. H. Wang and H. Z. Zhang, “Discussion of several problems on GPS researches,” Remote Sensing Technology and Application, vol. 15, no. 1, pp. 68–70, 2000 (Chinese).
- L. W. Hu and Y. Xu, “Study on application of three-dimensional GIS in the geologic survey of mine,” Journal of Qingdao Institute of Architecture and Engineering, vol. 21, no. 3, pp. 72–77, 2000 (Chinese).
- V. Bagarello and G. V. Di Piazza, “Plot scale measurement of soil erosion at the experimental area of Sparacia,” Rivista di Ingegneria Agrarian, vol. 35, part 1, p. 51, 2004.
- Q. L. Yu and T. H. Zhang, “A new method of three dimensional measurement using structured light,” Application Optics, vol. 21, no. 1, pp. 42–45, 2000 (Chinese).
- Y. Xu, Y. M. Lang, D. F. Zhang et al., “Measuring instrument for straightness of base plane of slide callipers,” Instrument Technology, vol. 35, no. 6, pp. 38–40, 2001 (Chinese).
- B. Liu, C. X. Hai, and Y. Zhao, “Soil surface shape changing measure instrument,” China patent: 02237503.1, 2003.
Copyright © 2009 Chun-xing Hai et al. This is an open access article distributed under the Creative Commons Attribution License, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.