CN204705461U - A kind of device for measuring disturbed soil wind erosion quantity - Google Patents
A kind of device for measuring disturbed soil wind erosion quantity Download PDFInfo
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- CN204705461U CN204705461U CN201520264332.0U CN201520264332U CN204705461U CN 204705461 U CN204705461 U CN 204705461U CN 201520264332 U CN201520264332 U CN 201520264332U CN 204705461 U CN204705461 U CN 204705461U
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- 239000002689 soil Substances 0.000 title claims abstract description 45
- 230000003628 erosive effect Effects 0.000 title claims abstract description 25
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 4
- 239000010959 steel Substances 0.000 claims abstract description 4
- 238000005259 measurement Methods 0.000 abstract description 3
- 238000000691 measurement method Methods 0.000 abstract description 2
- 238000005070 sampling Methods 0.000 abstract description 2
- 239000000203 mixture Substances 0.000 abstract 1
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 18
- 238000000034 method Methods 0.000 description 13
- 229910052742 iron Inorganic materials 0.000 description 9
- 238000010276 construction Methods 0.000 description 5
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 3
- 238000010586 diagram Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 230000004888 barrier function Effects 0.000 description 1
- 238000005219 brazing Methods 0.000 description 1
- 239000003245 coal Substances 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 229910052751 metal Inorganic materials 0.000 description 1
- 239000012466 permeate Substances 0.000 description 1
- 238000004162 soil erosion Methods 0.000 description 1
- 229910001220 stainless steel Inorganic materials 0.000 description 1
- 239000010935 stainless steel Substances 0.000 description 1
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- Investigating Strength Of Materials By Application Of Mechanical Stress (AREA)
Abstract
本实用新型公开了一种用于测量扰动土风蚀量的装置,其包括由竖直钢板围成的箱框和分体上下滑动设置在箱框内部的载土机构;载土机构由载土框架、载土网和立杆组成。本实用新型的优点:结构简单,携带方便;箱框和载土机构分体设置,且载土机构底部由载土网和滤纸组成,保证载土机构上方的土样与周边土体含水率一致,有效降低误差、提高测量精度;在取土样时,箱框形成护壁,确保取样精确;工作原理简单,容易操作,通过计算两次土样的重量差直接得到扰动土风蚀量,测量方式简单,可以直接计算得到风蚀量。
The utility model discloses a device for measuring the amount of wind erosion of disturbed soil, which comprises a box frame surrounded by vertical steel plates and a soil-carrying mechanism arranged inside the box frame by sliding up and down; the soil-carrying mechanism consists of a soil-carrying frame , soil-carrying net and pole composition. The utility model has the advantages of simple structure and convenient portability; the box frame and the soil-loading mechanism are set separately, and the bottom of the soil-loading mechanism is composed of a soil-loading net and filter paper to ensure that the moisture content of the soil sample above the soil-loading mechanism is consistent with that of the surrounding soil , effectively reduce errors and improve measurement accuracy; when taking soil samples, the box frame forms a retaining wall to ensure accurate sampling; the working principle is simple and easy to operate, and the wind erosion amount of disturbed soil can be directly obtained by calculating the weight difference between two soil samples, and the measurement method is simple , the amount of wind erosion can be directly calculated.
Description
技术领域:Technical field:
本实用新型涉及一种测量装置,具体地说涉及一种用于测量扰动土风蚀量的装置。The utility model relates to a measuring device, in particular to a device for measuring wind erosion of disturbed soil.
背景技术Background technique
在西北内陆干旱、半干旱风沙区,原生地貌风力侵蚀严重,煤矿、铁路、公路、电厂、输气管线等各类开发建设项目的开挖、堆垫、碾压等施工活动严重破坏地表,加剧风力侵蚀的发生、发展,如何实现开发建设项目扰动区土壤风蚀量的精确测量一直是一个难题。目前在生产实践中测量土壤风蚀量最常用的是测钎法、风蚀桥法,测钎法是将钢钎插入开发建设项目扰动区典型地段,定期测量钢钎地上露出部分的高度,用地上露出部分高度差表示风蚀厚度,根据风蚀厚度计算出风蚀量;风蚀桥法是利用两根桥腿和一个横梁组成的金属框架,将桥腿插入开发建设项目扰动区典型地段,定期测量横梁至地表高度的变化,用高度差表示风蚀厚度,根据风蚀厚度计算出风蚀量;测钎法和风蚀桥法在实际应用中存在的主要问题是:读数误差无法避免,观测数据不够准确。另外,铁板法和环刀法测量风蚀量在实践中也有一定应用,铁板法是在开发建设项目扰动区典型地段布设不锈钢铁板,在铁板上覆一定重量土样,通过定期观测铁板上土样重量的变化来计算土壤侵蚀量,铁板法在实际应用中存在的主要问题是:在搁置一段时间后,铁板无法嵌入土体,铁板上覆土高于周边地面,且铁板上覆盖的土样很容易板结,铁板不易透水且易吸热升温,改变覆土含水量,影响观测精度;环刀法是将扰动土样装入环刀,定期测量环刀内土样重量变化来计算土壤侵蚀量,环刀法在实际应用中存在的主要问题是:环刀自身形成不透风壁垒,具有明显的边界效应,严重影响观测精度。In the inland arid and semi-arid wind-blown areas of Northwest China, the original landforms are severely eroded by wind, and the construction activities of various development and construction projects such as coal mines, railways, highways, power plants, and gas pipelines have seriously damaged the surface. Accelerating the occurrence and development of wind erosion, how to accurately measure the amount of soil wind erosion in the disturbance area of development and construction projects has always been a difficult problem. At present, the most commonly used method of measuring soil wind erosion in production practice is the drill method and the wind erosion bridge method. Part of the height difference represents the wind erosion thickness, and the wind erosion amount is calculated according to the wind erosion thickness; the wind erosion bridge method uses a metal frame composed of two bridge legs and a beam, inserts the bridge legs into a typical section of the disturbance area of the development and construction project, and regularly measures the height from the beam to the surface The change of the wind erosion thickness is represented by the height difference, and the wind erosion amount is calculated according to the wind erosion thickness; the main problems in the practical application of the brazing method and the wind erosion bridge method are: the reading error cannot be avoided, and the observation data is not accurate enough. In addition, the iron plate method and the ring knife method are also used in practice to measure the amount of wind erosion. The iron plate method is to lay stainless steel iron plates in the typical areas of the disturbance area of the development and construction project, and cover a certain weight of soil samples on the iron plates. The weight change of the soil sample on the plate is used to calculate the amount of soil erosion. The main problems in the practical application of the iron plate method are: after a period of time, the iron plate cannot be embedded in the soil, the overlying soil on the iron plate is higher than the surrounding ground, and the iron plate cannot be embedded in the soil. The soil sample covered on the plate is easy to harden, and the iron plate is not easy to permeate and absorb heat and heat up, changing the water content of the covering soil and affecting the observation accuracy; the ring knife method is to put the disturbed soil sample into the ring knife, and regularly measure the weight of the soil sample in the ring knife The main problem in the practical application of the ring knife method is that the ring knife itself forms an airtight barrier, which has obvious boundary effects and seriously affects the observation accuracy.
实用新型内容:Utility model content:
本实用新型的目的在于提供一种结构简单、测量精度高的用于测量扰动土风蚀量的装置。The purpose of the utility model is to provide a device for measuring wind erosion of disturbed soil with simple structure and high measurement accuracy.
本实用新型由如下技术方案实施:一种用于测量扰动土风蚀量的装置,其包括由竖直钢板围成的箱框和分体上下滑动设置在所述箱框内部的载土机构;所述载土机构由载土框架、载土网和立杆组成;在所述箱框内部设有与所述箱框形状相同的所述载土框架,所述载土框架端边与所述箱框内壁滑动接触;在所述载土框架的顶部边侧均匀竖直设有至少三根立杆,所述立杆的顶端置于所述箱框外部,所述立杆与所述箱框内壁滑动接触;在所述载土框架内部设有所述载土网,在所述载土网顶部设有滤纸。The utility model is implemented by the following technical solutions: a device for measuring wind erosion of disturbed soil, which includes a box frame surrounded by vertical steel plates and a soil-carrying mechanism that slides up and down inside the box frame; The soil-loading mechanism is composed of a soil-loading frame, a soil-loading net and a vertical rod; the soil-loading frame with the same shape as the box frame is arranged inside the box frame, and the end edge of the soil-loading frame is connected with the box Sliding contact with the inner wall of the frame; at least three uprights are evenly and vertically arranged on the top side of the soil-carrying frame, the tops of the uprights are placed outside the box frame, and the uprights slide with the inner wall of the box frame contact; the soil-carrying net is arranged inside the soil-carrying frame, and filter paper is arranged on the top of the soil-carrying net.
本实用新型的优点:结构简单,携带方便;箱框和载土机构分体设置,且载土机构底部由载土网和滤纸组成,保证载土机构上方的土样与周边土体含水率一致,有效降低误差、提高测量精度;在取土样时,箱框形成护壁,确保取样精确;工作原理简单,容易操作,通过计算两次土样的重量差直接得到扰动土风蚀量,测量方式简单,可以直接计算得到风蚀量。The utility model has the advantages of simple structure and convenient carrying; the box frame and the soil loading mechanism are set separately, and the bottom of the soil loading mechanism is composed of a soil loading net and filter paper to ensure that the moisture content of the soil sample above the soil loading mechanism is consistent with that of the surrounding soil , effectively reduce errors and improve measurement accuracy; when taking soil samples, the box frame forms a retaining wall to ensure accurate sampling; the working principle is simple and easy to operate, and the wind erosion amount of disturbed soil can be directly obtained by calculating the weight difference between two soil samples, and the measurement method is simple , the amount of wind erosion can be directly calculated.
附图说明:Description of drawings:
图1为本实用新型的整体结构示意图。Figure 1 is a schematic diagram of the overall structure of the utility model.
图2为载土机构整体结构示意图。Figure 2 is a schematic diagram of the overall structure of the soil-carrying mechanism.
箱框1、载土机构2、载土框架3、载土网4、立杆5、滤纸6。Box frame 1, soil-carrying mechanism 2, soil-carrying frame 3, soil-carrying net 4, vertical pole 5, filter paper 6.
具体实施方式:Detailed ways:
如图1和图2所示,一种用于测量扰动土风蚀量的装置,其包括由竖直钢板围成的箱框1和分体上下滑动设置在箱框内部的载土机构2;载土机构2由载土框架3、载土网4和立杆5组成;在箱框1内部设有与箱框1形状相同的载土框架3,载土框架3端边与箱框1内壁滑动接触;在载土框架3的顶部边侧均匀竖直设有四根立杆5,立杆5的顶端置于箱框1外部,立杆5与箱框1内壁滑动接触;在载土框架3内部设有载土网4,在载土网4顶部设有滤纸6,载土网4和滤纸6结合,可保证雨水透过滤纸6和载土网4渗入地下、防止实验土样的流失,使滤纸6上方土样的含水量与周边土体的含水量一致,降低实验误差。As shown in Figures 1 and 2, a device for measuring wind erosion of disturbed soil includes a box frame 1 surrounded by vertical steel plates and a soil-loading mechanism 2 that slides up and down inside the box frame; The soil mechanism 2 is composed of a soil-carrying frame 3, a soil-carrying net 4 and a vertical rod 5; a soil-carrying frame 3 with the same shape as the box frame 1 is arranged inside the box frame 1, and the end edge of the soil-carrying frame 3 slides with the inner wall of the box frame 1 Contact; four vertical rods 5 are evenly and vertically arranged on the top side of the soil-carrying frame 3, and the tops of the vertical rods 5 are placed outside the box frame 1, and the vertical rods 5 are in sliding contact with the inner wall of the box frame 1; inside the soil-carrying frame 3 A soil-carrying net 4 is provided, and a filter paper 6 is arranged on the top of the soil-carrying net 4, and the soil-carrying net 4 and the filter paper 6 are combined to ensure that rainwater seeps through the filter paper 6 and the soil-carrying net 4 to infiltrate into the ground, preventing the loss of the experimental soil sample, so that The water content of the soil sample above the filter paper 6 is consistent with the water content of the surrounding soil, reducing experimental errors.
使用步骤:首先,将箱框1插入地面,使箱框1顶端高于地面1~2cm,将箱框1内的土取出,取土深度不超出箱框1,且保证箱框1内底部的地面平整,将取出的土样称重;然后,将载土机构2置于箱框1内部向下推动,直至载土网4与箱框1内底部的地面接触,在载土网4上覆盖滤纸6;再将称重后的土样回填到箱框1内部、滤纸6上方,回填土样上表面与周边土体地表齐平,沿着立杆5向上取出箱框1;经过一定的时间后,将箱框1套在立杆5外部,使箱框1内壁沿着立杆向下滑动,直至箱框1底端插入正下方的地面,且箱框1顶端基本与周围地表齐平,取出滤纸6上方、箱框1内部的土样再次称重;最后,计算两次土样重量的差值即得到风蚀量。Steps for use: First, insert the box frame 1 into the ground so that the top of the box frame 1 is 1 to 2 cm above the ground, take out the soil in the box frame 1, and the soil depth does not exceed the box frame 1, and ensure that the bottom of the box frame 1 The ground is flat, and the soil sample taken out is weighed; then, place the soil-carrying mechanism 2 inside the box frame 1 and push it down until the soil-carrying net 4 contacts the ground at the bottom of the box frame 1 and covers the soil-carrying net 4 Filter paper 6; then backfill the weighed soil sample to the inside of the box frame 1 and above the filter paper 6, the upper surface of the backfilled soil sample is flush with the surrounding soil surface, and the box frame 1 is taken out upwards along the vertical pole 5; after a certain period of time Finally, put the box frame 1 on the outside of the vertical pole 5, and slide the inner wall of the box frame 1 down along the vertical pole until the bottom of the box frame 1 is inserted into the ground directly below, and the top of the box frame 1 is basically flush with the surrounding ground surface. Take out the soil sample above the filter paper 6 and inside the box frame 1 and weigh it again; finally, calculate the difference between the weights of the two soil samples to obtain the amount of wind erosion.
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Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN106092867A (en) * | 2016-06-08 | 2016-11-09 | 邹维 | Wind erosion plate |
CN107796726A (en) * | 2017-09-22 | 2018-03-13 | 青海大学 | Portable field original position soil erosion measurement experimental rig and method |
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2015
- 2015-04-28 CN CN201520264332.0U patent/CN204705461U/en not_active Expired - Fee Related
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN106092867A (en) * | 2016-06-08 | 2016-11-09 | 邹维 | Wind erosion plate |
CN107796726A (en) * | 2017-09-22 | 2018-03-13 | 青海大学 | Portable field original position soil erosion measurement experimental rig and method |
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Granted publication date: 20151014 Termination date: 20160428 |