CN104897544B - The vaporization prevention type double-ring infiltration instrument for being easily installed and fixing - Google Patents
The vaporization prevention type double-ring infiltration instrument for being easily installed and fixing Download PDFInfo
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Abstract
本发明涉及一种易于安装和固定的防蒸发型双环入渗仪,是由固定支架上的供水瓶、内环、外环、连接内、外环的固定连接杆以及安装在内外环顶部的敲击盖板和防蒸发盖板组成。所有部件相互独立,方便搬运,现场试验开始后再进行组装。内外环由固定连接杆连接固定,提高了内外环整体的刚度,防止双环底部进入土体过程中发生偏斜。在双环顶部加装敲击盖板,当敲击内、外环时,内外环将作为一个整体稳定进入土体内,不会发生翘起或者倾斜。此外,在渗流过程中,内外环顶部加装防蒸发盖板,避免天气原因引起的大量蒸发。因此,在精确测量入渗量的同时严格控制入渗边界条件,以获得准确的土体入渗率并掌握土体的入渗特性。
The invention relates to an anti-evaporation double-ring infiltration meter which is easy to install and fix, which is composed of a water supply bottle on a fixed bracket, an inner ring, an outer ring, a fixed connecting rod connecting the inner and outer rings, and a knocker installed on the top of the inner and outer rings. It is composed of hitting cover plate and anti-evaporation cover plate. All parts are independent of each other, easy to handle, and assembled after the on-site test starts. The inner and outer rings are connected and fixed by fixed connecting rods, which improves the overall rigidity of the inner and outer rings and prevents deflection when the bottom of the double rings enters the soil. A percussion cover is installed on the top of the double ring. When the inner and outer rings are knocked, the inner and outer rings will enter the soil stably as a whole without tilting or tilting. In addition, during the seepage process, an anti-evaporation cover plate is installed on the top of the inner and outer rings to avoid a large amount of evaporation caused by weather. Therefore, the infiltration boundary conditions should be strictly controlled while accurately measuring the infiltration amount, so as to obtain accurate soil infiltration rate and master the infiltration characteristics of soil.
Description
技术领域technical field
本发明涉及一种现场测定土体入渗率的入渗仪,尤其涉及一种易于安装和固定的防蒸发型双环入渗仪。The invention relates to an infiltration meter for measuring soil infiltration rate on site, in particular to an evaporation-proof double-ring infiltration meter which is easy to install and fix.
背景技术Background technique
入渗是指降雨、灌溉等水分进入土体的过程,是降雨、地表水和地下水相互转化的一个重要环节。土体入渗与土壤侵蚀、地表产流、农田灌溉、水诱发地质灾害等问题密切相关。因此,认识土体入渗性能至关重要,特别是现场土体的入渗特性。目前,现场土体入渗率的测定多采用单环或者双环入渗法,这些试验方法在试验过程中可能以下不足:Infiltration refers to the process of rainfall, irrigation and other water entering the soil, and is an important link in the mutual transformation of rainfall, surface water and groundwater. Soil infiltration is closely related to soil erosion, surface runoff, farmland irrigation, and water-induced geological disasters. Therefore, it is very important to understand the infiltration performance of soil, especially the infiltration characteristics of soil on site. At present, the single-ring or double-ring infiltration method is mostly used to measure the soil infiltration rate on site. These test methods may have the following deficiencies during the test process:
1.入渗过程中水分水平扩散并非一维入渗。单环法入渗过程中水分不可避免会向水平方向扩散。传统双环法,内、外环独立,将环打入土体的过程中无法确保内外环中心一致,使得入渗过程中将发生水分水平扩散,影响入渗率的准确测定。1. The horizontal diffusion of water in the infiltration process is not one-dimensional infiltration. During the single-ring infiltration process, water will inevitably diffuse to the horizontal direction. In the traditional double-ring method, the inner and outer rings are independent, and the center of the inner and outer rings cannot be guaranteed to be consistent during the process of driving the ring into the soil, which will cause water to diffuse horizontally during the infiltration process, affecting the accurate measurement of the infiltration rate.
2.土体和内、外环可能发生接触渗流。当直接敲击内、外环的时候,环壁可能发生倾斜,在修正倾斜时环壁与土体间会形成缝隙,在水入渗过程中将发生接触渗流,影响土体入渗率的测量精确度。2. Contact seepage may occur between the soil body and the inner and outer rings. When the inner and outer rings are directly hit, the ring wall may be inclined. When the inclination is corrected, a gap will be formed between the ring wall and the soil, and contact seepage will occur during the water infiltration process, which will affect the measurement of the soil infiltration rate. Accuracy.
3.未考虑蒸发对入渗流量测量的影响。现场渗流试验过程中,因内、外环稳定水位的液面面积较大,忽略蒸发的影响将导致所得的入渗率偏大。3. The influence of evaporation on infiltration flow measurement is not considered. During the field seepage test, due to the large liquid surface area of the inner and outer rings with stable water levels, ignoring the effect of evaporation will result in a higher infiltration rate.
4.入渗量测量精度低。传统单环或双环法采用大口径马氏瓶供水或者直接将水倒入环内,以此测量的入渗水分的体积误差很大,计算得到的入渗率与真实值偏差较大。4. The measurement accuracy of infiltration is low. The traditional single-ring or double-ring method uses a large-caliber Martens bottle to supply water or directly pours water into the ring. The volume error of the infiltration water measured by this method is very large, and the calculated infiltration rate deviates greatly from the real value.
发明内容Contents of the invention
为了解决现有技术中的问题,本发明提出一种易于安装和固定的防蒸发型双环入渗仪。In order to solve the problems in the prior art, the present invention proposes an anti-evaporation type double-ring infiltrator that is easy to install and fix.
为了实现以上目的,本发明所采用的技术方案为:包括外环和内环,以及分别与外环和内环连接的外环供水瓶和内环供水瓶,所述的外环和内环由固定连接杆连接,所述的外环和内环上端设置有敲击盖板和防蒸发盖板,试验时安装敲击盖板将外环和内环敲击进入土体至要求高度后,打开敲击盖板,拆除固定连接杆并安装堵头,再安装防蒸发盖板进行入渗试验。In order to achieve the above object, the technical solution adopted in the present invention is: comprising an outer ring and an inner ring, and an outer ring water supply bottle and an inner ring water supply bottle respectively connected with the outer ring and the inner ring, and the outer ring and the inner ring are composed of The connecting rods are fixed, and the upper ends of the outer ring and the inner ring are provided with a percussion cover and an anti-evaporation cover. During the test, the percussion cover is installed to knock the outer ring and the inner ring into the soil to the required height, and then open the Hit the cover plate, remove the fixed connecting rod and install the plug, and then install the anti-evaporation cover plate for infiltration test.
所述的外环和内环通过若干个固定连接杆固定连接,固定连接杆的位置与外环和内环的入土深度相匹配。The outer ring and the inner ring are fixedly connected by several fixed connecting rods, and the positions of the fixed connecting rods match the depths of the outer ring and the inner ring.
所述的固定连接杆上设有内环和外环对应位置的标记,能够控制双环的位置和入土深度。The fixed connecting rod is provided with marks corresponding to the positions of the inner ring and the outer ring, which can control the position and depth of the double rings.
所述的内环和外环的下端设置为便于进入土体的刃口状。The lower ends of the inner ring and the outer ring are set in a knife-edge shape for easy entry into the soil.
所述的内环和外环的环壁上均有刻度标尺,作为控制入土深度和积水深度的标尺。There are graduated scales on the ring walls of the inner ring and the outer ring as scales for controlling the depth of the soil and the depth of the water.
所述的外环的环壁上设有开口,内环供水瓶与内环之间的软管穿过该开口。The ring wall of the outer ring is provided with an opening, and the hose between the inner ring water supply bottle and the inner ring passes through the opening.
所述的外环供水瓶和内环供水瓶上均设置有筒盖,筒盖上设置有进气管和注水口,所述的进气管插入至供水瓶底部的出水口位置处,外环供水瓶和内环供水瓶的瓶体上均设置有水位管。Both the outer ring water supply bottle and the inner ring water supply bottle are provided with a cylinder cover, and the cylinder cover is provided with an air inlet pipe and a water injection port. The air inlet pipe is inserted into the water outlet at the bottom of the water supply bottle, and the outer ring water supply bottle Water level pipes are all arranged on the bottle body of the inner ring water supply bottle.
所述的筒盖为有机玻璃筒盖,筒盖设为凹槽结构,凹槽内设置有O型圈。The cylinder cover is a plexiglass cylinder cover, and the cylinder cover is configured as a groove structure, and an O-ring is arranged in the groove.
所述的敲击盖板和防蒸发盖板与外环之间设置橡胶垫片,且通过螺栓与外环法兰连接固定,防蒸发盖板下端对应内环位置设置卡槽,卡槽与内环顶端之间设置橡胶垫片。The percussion cover and the anti-evaporation cover are provided with rubber gaskets between the outer ring, and are connected and fixed with the flange of the outer ring by bolts. Rubber spacers are provided between the top ends of the rings.
所述的防蒸发盖板上设置有透气孔。Ventilation holes are arranged on the anti-evaporation cover plate.
与现有技术相比,本发明所有部件均为独立的,方便搬运,现场试验开始后再进行组装。内外环由固定连接杆连接固定,提高了内外环整体的刚度,防止双环底部进入土体过程中发生偏斜,固定连接杆的位置与双环入土深度相匹配,且固定连接杆上有内环和外环对应位置的标记,控制双环的位置和入土深度。在双环顶部加装敲击盖板,当敲击内、外环时,内外环将作为一个整体稳定进入土体内,不会发生翘起或者倾斜,使得内环的入渗更大化接近一维入渗。此外,在渗流过程中,内外环顶部加装防蒸发盖板,避免天气原因引起的大量蒸发。本发明采用带有细径水位管的供水瓶为入渗试验供水并测量入渗量,根据内外环渗流量的差异设置其供水瓶直径,可同时获得内环和外环高精度的入渗量。Compared with the prior art, all components of the present invention are independent, easy to carry, and can be assembled after the on-site test starts. The inner and outer rings are connected and fixed by fixed connecting rods, which improves the overall rigidity of the inner and outer rings and prevents the deflection when the bottom of the double rings enters the soil. The position of the fixed connecting rods matches the depth of the double rings into the soil. The mark corresponding to the position of the outer ring controls the position and depth of the double ring. A percussion cover is installed on the top of the double ring. When the inner and outer rings are knocked, the inner and outer rings will enter the soil stably as a whole without tilting or tilting, so that the infiltration of the inner ring is maximized and close to one-dimensional. Infiltration. In addition, during the seepage process, an anti-evaporation cover plate is installed on the top of the inner and outer rings to avoid a large amount of evaporation caused by weather. The present invention uses a water supply bottle with a small-diameter water level pipe to supply water for the infiltration test and measure the infiltration amount. The diameter of the water supply bottle is set according to the difference in the seepage flow rate of the inner and outer rings, and the high-precision infiltration amount of the inner ring and the outer ring can be obtained at the same time .
附图说明Description of drawings
图1是本发明整体示意图;Fig. 1 is the overall schematic diagram of the present invention;
图2是本发明中固定连接杆的俯视图;Fig. 2 is the top view of fixed connecting rod among the present invention;
图3是敲击盖板俯视图;Figure 3 is a top view of the knocking cover;
图4是防蒸发盖板俯视图;Fig. 4 is a top view of the anti-evaporation cover;
其中,1、有机玻璃筒盖;2、进气管;3、注水口;4、注水阀门;5、O型圈;6、内环供水瓶;7、水位管;8、内环供水瓶阀门;9、盖板橡胶垫圈;10、法兰螺栓;11、法兰垫片;12、敲击盖板;13、固定支架;14、外环;15、内环;16、固定连接杆;17、水位线;18、连接杆垫片;19、连接杆固定螺栓;20、内环阀门;21、外环阀门;22、外环供水瓶阀门;23、软管;24、防蒸发盖板;25、透气孔;26、地面线;27、外环供水瓶;28、连接杆橡胶垫圈;29、卡槽。Among them, 1. Plexiglass cylinder cover; 2. Air intake pipe; 3. Water injection port; 4. Water injection valve; 5. O-ring; 6. Inner ring water supply bottle; 7. Water level pipe; 8. Inner ring water supply bottle valve; 9. Cover plate rubber gasket; 10. Flange bolts; 11. Flange gasket; 12. Percussion cover plate; 13. Fixed bracket; 14. Outer ring; 15. Inner ring; 16. Fixed connecting rod; 17. Water level line; 18. Connecting rod gasket; 19. Connecting rod fixing bolt; 20. Inner ring valve; 21. Outer ring valve; 22. Outer ring water supply bottle valve; 23. Hose; 24. Evaporation prevention cover; 25 , vent hole; 26, ground line; 27, outer ring water supply bottle; 28, rubber gasket of connecting rod; 29, card slot.
具体实施方式detailed description
参见图1,本发明的内环供水瓶6和外环供水瓶27均放置在固定支架13上。供水瓶基于马氏瓶原理,由有机玻璃筒盖1和有机玻璃筒组成,有机玻璃筒上端的筒盖1设有凹槽结构,凹槽内设置合适的O型圈5。筒盖1上有两个开口,其中一个开口插入进气管2至供水瓶底部出水口高度,另一个开口为注水口3,当供水瓶中水面过低时由此处往瓶内注水。供水瓶侧壁开口连接细径水位管7,水位管7上有刻度标尺,入渗过程中根据水位管7水位高度的变化反算入渗水的体积。内环供水瓶6和外环供水瓶27均通过两段软管23分别与内环15和外环14连接,软管23两端分别设有内环供水瓶阀门8、内环阀门20、外环供水瓶阀门22和外环阀门21。Referring to FIG. 1 , both the inner ring water supply bottle 6 and the outer ring water supply bottle 27 of the present invention are placed on the fixed bracket 13 . The water supply bottle is based on the principle of the Martens bottle, and consists of a plexiglass cylinder cover 1 and a plexiglass cylinder. The cylinder cover 1 at the upper end of the plexiglass cylinder is provided with a groove structure, and a suitable O-ring 5 is arranged in the groove. There are two openings on the cylinder cover 1, one of which is inserted into the air inlet pipe 2 to the height of the water outlet at the bottom of the water supply bottle, and the other opening is the water injection port 3, from which water is filled into the bottle when the water level in the water supply bottle is too low. The opening of the side wall of the water supply bottle is connected to the thin-diameter water level pipe 7, and the water level pipe 7 has a scale scale. The inner ring water supply bottle 6 and the outer ring water supply bottle 27 are respectively connected with the inner ring 15 and the outer ring 14 through two sections of hoses 23, and the two ends of the hose 23 are respectively provided with an inner ring water supply bottle valve 8, an inner ring valve 20, an outer Ring water bottle valve 22 and outer ring valve 21.
参见图2,内环15和外环14之间由固定连接杆16通过连接杆固定螺栓19连接成一个整体,提高了双环整体的刚度,且固定连接杆16上有内环15和外环14对应位置的标记。当敲击双环进入土体内时,可避免内外环环壁发生偏斜。外环14的环壁上一定高度处设有开口,内环供水瓶8与内环15之间的软管穿过外环环壁开口,外环环壁开口略大于软管直径,该开口同时作为外环14的透气口。外环14和内环15的环壁均有刻度标尺,作为控制双环入土深度和积水深度的标尺。外环14和内环15的下部为刃口形式,方便其进入土体。Referring to Fig. 2, the inner ring 15 and the outer ring 14 are connected as a whole by the fixed connecting rod 16 through the connecting rod fixing bolt 19, which improves the rigidity of the double ring as a whole, and the fixed connecting rod 16 has the inner ring 15 and the outer ring 14 corresponding location markers. When the double ring is knocked into the soil body, the deflection of the inner and outer ring walls can be avoided. The ring wall of the outer ring 14 is provided with an opening at a certain height, and the hose between the inner ring water supply bottle 8 and the inner ring 15 passes through the opening of the outer ring wall, and the opening of the outer ring wall is slightly larger than the diameter of the hose. Air vent as outer ring 14. The ring walls of the outer ring 14 and the inner ring 15 all have graduated scales, which are used as scales for controlling the depth of the double rings buried in the soil and the depth of accumulated water. The bottoms of the outer ring 14 and the inner ring 15 are in the form of cutting edges to facilitate their entry into the soil.
参见图3和图4,双环顶部设有两种盖板,一种是敲击双环进入土体时安装的敲击盖板12,使得敲击过程中内外环整体稳定进入土体,并可防止双环被损坏。另一种是入渗试验过程中安装的防蒸发盖板24,敲击盖板12和防蒸发盖板24的上下均设置有盖板橡胶垫圈9。敲击盖板12下端设置卡槽29,用于固定内环15,卡槽29与内环15之间放置橡胶垫圈,外环14上端设置法兰与盖板通过法兰螺栓10连接,法兰螺栓10上设有法兰垫片11。防蒸发盖板24上设置有微型透气孔25。Referring to Figure 3 and Figure 4, there are two types of cover plates on the top of the double ring, one is the knock cover 12 installed when the double ring enters the soil, so that the inner and outer rings enter the soil stably as a whole during the knocking process, and can prevent The double ring is damaged. The other is the anti-evaporation cover plate 24 installed during the infiltration test, and the upper and lower sides of the percussion cover plate 12 and the anti-evaporation cover plate 24 are provided with cover plate rubber gaskets 9 . Knock the lower end of the cover plate 12 to set a card slot 29 for fixing the inner ring 15. A rubber gasket is placed between the card slot 29 and the inner ring 15. The upper end of the outer ring 14 is provided with a flange and the cover plate is connected by flange bolts 10. The flange A flange gasket 11 is provided on the bolt 10 . The anti-evaporation cover plate 24 is provided with micro air holes 25 .
本发明所有部件包括内环15、外环14、固定连接杆16、敲击盖板12、防蒸发盖板24等均为独立的,方便搬运,现场试验开始后再进行组装。内外环由若干固定连接杆16连接固定,提高了内外环整体的刚度,防止双环底部进入土体过程中发生偏斜。固定连接杆16的位置与双环入土深度相匹配,且固定连接杆16上有内环和外环对应位置的标记,控制双环的位置和入土深度。在双环顶部加装敲击盖板12,当敲击内、外环时,内、外环将作为一个整体稳定进入土体内,不易发生翘起或者倾斜。此外,在渗流过程中,内外环顶部加装防蒸发盖板24,避免天气原因引起的大量蒸发。All parts of the present invention including inner ring 15, outer ring 14, fixed connecting rod 16, percussion cover plate 12, anti-evaporation cover plate 24 etc. are all independent, easy to carry, assemble after field test begins. The inner and outer rings are connected and fixed by a number of fixed connecting rods 16, which improves the overall rigidity of the inner and outer rings and prevents the bottom of the double ring from deflecting when it enters the soil. The position of the fixed connecting rod 16 matches the depth of the double rings, and the fixed connecting rod 16 has marks on the corresponding positions of the inner ring and the outer ring to control the position and the buried depth of the double rings. The knocking cover plate 12 is installed on the top of the double ring. When the inner and outer rings are knocked, the inner and outer rings will enter the soil body stably as a whole, and it is not easy to warp or tilt. In addition, during the seepage process, an anti-evaporation cover plate 24 is installed on the top of the inner and outer rings to avoid a large amount of evaporation caused by weather.
本发明的供水瓶放置于固定支架上,两个供水瓶分别通过软管23与内环15、外环14连接,软管23的两端设有阀门。首先用固定连接杆16固定内外环,安装好敲击盖板12后小心将双环敲击进入土体至要求高度,然后打开敲击盖板12,拆除固定连接杆16并安装堵头,再安装防蒸发盖板24,将供水瓶注满水后,打开阀门,开始入渗试验。The water supply bottle of the present invention is placed on the fixed support, and the two water supply bottles are respectively connected with the inner ring 15 and the outer ring 14 through the flexible pipe 23, and the two ends of the flexible pipe 23 are provided with valves. First, fix the inner and outer rings with the fixed connecting rod 16. After installing the knocking cover 12, carefully knock the double ring into the soil to the required height, then open the knocking cover 12, remove the fixed connecting rod 16 and install the plug, and then install Anti-evaporation cover plate 24, after the water supply bottle is filled with water, open the valve and start the infiltration test.
供水瓶由有机玻璃筒盖和有机玻璃筒组成,有机玻璃筒盖上有两个开口,分别为注水口和进气口。供水瓶侧壁有细径的水位管7与供水瓶内部连通,水位管7上有刻度标尺。两个供水瓶分别为内环供水瓶6和外环供水瓶27。The water supply bottle is composed of a plexiglass cylinder cover and a plexiglass cylinder. There are two openings on the plexiglass cylinder cover, which are the water injection port and the air inlet respectively. The side wall of the water supply bottle has a water level pipe 7 with a small diameter to communicate with the inside of the water supply bottle, and the water level pipe 7 has a scale scale. The two water supply bottles are the inner ring water supply bottle 6 and the outer ring water supply bottle 27 respectively.
内环15和外环14内壁均有刻度标尺。内环15和外环14通过固定连接杆16连接,固定连接杆16的位置与双环入土深度相匹配,且固定连接杆16上有内环和外环对应位置的标记,控制双环的位置和入土深度。Both the inner wall of the inner ring 15 and the inner wall of the outer ring 14 have scale scales. The inner ring 15 and the outer ring 14 are connected by a fixed connecting rod 16. The position of the fixed connecting rod 16 matches the depth of the double ring into the soil, and the fixed connecting rod 16 has marks on the corresponding positions of the inner ring and the outer ring to control the position of the double ring and the depth of the double ring. depth.
此外,双环顶部设有两种盖板,一种是敲击双环进入土体时安装的敲击盖板12,使得敲击过程中内外环整体稳定进入土体,同时固定连接杆提高了内外环的整体刚度(劲度),敲击盖板结合固定连接杆可避免敲击过程中环体材料的变形,提高双环环体使用的耐久性。另一种是入渗试验过程中安装的防蒸发盖板24,两种盖板上下均设置盖板橡胶垫圈,敲击盖板下端设置卡槽29,用于固定内环15,卡槽29与内环15之间放置橡胶垫圈,外环上端设置法兰与盖板通过螺栓连接。防蒸发盖板上设置有透气孔。In addition, there are two types of cover plates on the top of the double ring, one is the knock cover 12 installed when the double ring enters the soil, so that the inner and outer rings enter the soil stably during the knocking process, and the fixed connecting rod improves the inner and outer rings. The overall rigidity (stiffness), the percussion cover combined with the fixed connecting rod can avoid the deformation of the ring body material during the percussion process, and improve the durability of the double-ring ring body. The other is the anti-evaporation cover plate 24 installed during the infiltration test. Both cover plates are provided with cover plate rubber gaskets, and the lower end of the knocked cover plate is provided with a slot 29 for fixing the inner ring 15. The slot 29 and the A rubber gasket is placed between the inner rings 15, and the upper end of the outer ring is provided with a flange and the cover plate is connected by bolts. Ventilation holes are arranged on the anti-evaporation cover plate.
本发明的具体使用步骤如下:Concrete use steps of the present invention are as follows:
(1)首先,在计划进行入渗试验的场地开挖合适尺寸的试坑。(1) First, excavate a test pit of appropriate size at the site where the infiltration test is planned.
(2)将内外环放置于试坑中心后,根据固定连接杆16上内环15和外环14对应位置的标记,连接内外环,上紧螺栓后,检查固定连接杆和内外环,确保内外环高度一致;(2) After placing the inner and outer rings in the center of the test pit, connect the inner and outer rings according to the marks on the corresponding positions of the inner ring 15 and the outer ring 14 on the fixed connecting rod 16. After tightening the bolts, check the fixed connecting rod and the inner and outer rings to ensure that the inner and outer rings are The ring height is the same;
(3)在外环法兰上和敲击盖板12上放置橡胶垫圈后用螺栓连接外环14与敲击盖板12,连接好后对称敲击敲击盖板14上的盖板橡胶垫圈9,用重锤敲击双环进去土体,并利用双环内壁的刻度控制入土深度,避免发生倾斜,当固定连接杆到达地面线26的位置时,停止敲击双环;(3) After placing rubber gaskets on the flange of the outer ring and the knocking cover plate 12, use bolts to connect the outer ring 14 and the knocking cover plate 12, and then symmetrically knock the cover plate rubber gasket on the knocking cover plate 14 9. Hit the double ring with a heavy hammer to enter the soil, and use the scale on the inner wall of the double ring to control the depth of the soil to avoid tilting. When the fixed connecting rod reaches the position of the ground line 26, stop hitting the double ring;
(4)将敲击盖板12打开,拆除内外环之间的固定连接杆16并安装堵头后,再安装防蒸发盖板24;(4) Open the percussion cover plate 12, remove the fixed connecting rod 16 between the inner and outer rings and install the plug, and then install the anti-evaporation cover plate 24;
(5)将内、外环供水瓶分别放置于旁边的固定支架13上,用软管23连接供水瓶与环壁上的阀门;(5) Place the inner and outer ring water supply bottles on the fixed bracket 13 next to each other, and connect the water supply bottle and the valve on the ring wall with a hose 23;
(6)在供水瓶内注满水,并在内环15和外环14内注水至设定高度,打开供水瓶和环壁旁边的阀门,开始入渗试验,试验过程中,当供水瓶内水位过低时,通过注水口3注水,不断调节内环和外环进水阀门,待内外环内水位线17保持在要求高度不变时,开始测量土体的入渗率,间隔一定时间记录供水瓶侧壁水位管高度的变化,反算入渗量以计算土体的入渗率。(6) Fill the water supply bottle with water, and fill the inner ring 15 and the outer ring 14 to the set height, open the valve next to the water supply bottle and the ring wall, and start the infiltration test. During the test, when the water supply bottle When the water level is too low, inject water through the water injection port 3, and continuously adjust the water inlet valves of the inner and outer rings. When the water level line 17 of the inner and outer rings remains at the required height, start measuring the infiltration rate of the soil, and record at intervals The change of the height of the water level pipe on the side wall of the water supply bottle is used to calculate the infiltration amount to calculate the infiltration rate of the soil.
本发明的所有部件均为独立的,方便搬运,现场试验开始后再进行组装。内外环由固定连接杆连接固定,提高了内外环整体的刚度,防止双环底部进入土体过程中发生偏斜,固定连接杆的位置与双环入土深度相匹配,且固定连接杆上有内环和外环对应位置的标记,控制双环的位置和入土深度。在双环顶部加装敲击盖板,当敲击内、外环时,内外环将作为一个整体稳定进入土体内,不会发生翘起或者倾斜,使得内环的入渗更大化接近一维入渗。此外,在渗流过程中,内外环顶部加装防蒸发盖板,避免天气原因引起的大量蒸发。本发明采用带有细径水位管的供水瓶为入渗试验供水并测量入渗量,有利于获得更准确的土体入渗率,且根据内外环渗流量的差异设置其供水瓶直径,可同时获得内环和外环高精度的入渗量。All the parts of the invention are independent, convenient to carry, and assembled after the on-site test starts. The inner and outer rings are connected and fixed by fixed connecting rods, which improves the overall rigidity of the inner and outer rings and prevents the deflection when the bottom of the double rings enters the soil. The position of the fixed connecting rods matches the depth of the double rings into the soil. The mark corresponding to the position of the outer ring controls the position and depth of the double ring. A percussion cover is installed on the top of the double ring. When the inner and outer rings are knocked, the inner and outer rings will enter the soil stably as a whole without tilting or tilting, so that the infiltration of the inner ring is maximized and close to one-dimensional. Infiltration. In addition, during the seepage process, an anti-evaporation cover plate is installed on the top of the inner and outer rings to avoid a large amount of evaporation caused by weather. The present invention adopts a water supply bottle with a small-diameter water level pipe to supply water for the infiltration test and measure the infiltration amount, which is beneficial to obtain a more accurate soil infiltration rate, and the diameter of the water supply bottle is set according to the difference between the inner and outer ring seepage flow rates, which can Simultaneously obtain high-precision infiltration of the inner and outer rings.
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| CN106092858A (en) * | 2016-08-11 | 2016-11-09 | 山东科技大学 | Dicyclo Automatic-seepage water tester |
| CN108333092A (en) * | 2017-12-29 | 2018-07-27 | 青岛理工大学 | Water seepage detection device and method |
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| US2540096A (en) * | 1949-08-19 | 1951-02-06 | Almond D Bull | Automatic recording infiltrometer |
| BR8603659A (en) * | 1986-06-27 | 1988-02-09 | Univ Pernambuco | MINI-INFILTROMETER |
| DE4311032A1 (en) * | 1993-03-30 | 1993-10-21 | Juergen Dipl Phys Dr Re Punzel | Double ring tension infiltration measuring device for determining hydraulic conductivity of soil in field - has infiltration system connected to water supply system and is divided into two separate complete concentric infiltration chambers |
| CN2684182Y (en) * | 2004-03-24 | 2005-03-09 | 中国科学院新疆生态与地理研究所 | Automatic water-supplying double-ring infiltration instrument |
| CN202372431U (en) * | 2011-12-26 | 2012-08-08 | 浙江大学城市学院 | Buoyancy type mechanical automatic control soil infiltration instrument |
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| CN203643303U (en) * | 2013-12-16 | 2014-06-11 | 东北农业大学 | A Double Ring Soil Infiltration Runoff Measuring Instrument |
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