CN102830052A - Trash penetration parameter testing device - Google Patents
Trash penetration parameter testing device Download PDFInfo
- Publication number
- CN102830052A CN102830052A CN2012102765102A CN201210276510A CN102830052A CN 102830052 A CN102830052 A CN 102830052A CN 2012102765102 A CN2012102765102 A CN 2012102765102A CN 201210276510 A CN201210276510 A CN 201210276510A CN 102830052 A CN102830052 A CN 102830052A
- Authority
- CN
- China
- Prior art keywords
- water inlet
- rubbish
- trash
- water
- mentioned
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
Links
Images
Landscapes
- Processing Of Solid Wastes (AREA)
Abstract
The invention provides a trash penetration parameter testing device which comprises a testing box body, a water inlet and a water outlet, wherein the testing box body is used for filling trash; the water inlet and the water outlet are respectively arranged at the opposite end of the testing box body. By adopting the technical scheme, when the trash penetration parameter testing device provided by the invention is used, the trash required to be tested is filled in the testing box body in appropriate density, water is poured continuously from the water inlet with corresponding orientation, water penetrates into the trash and flows out from the water outlet at the opposite end; during the process, people can test the required trash penetration parameters and obtain the required result directly or through corresponding calculation. Compared with the prior art, people can utilize the trash penetration parameter testing device provided by the invention to test the required parameters under the experiment condition; field measurement is not required so as to prevent trouble; the operability is high; and trash penetration parameter characteristics are convenient to study and utilize by people.
Description
Technical field
The present invention relates to the proving installation in rubbish penetration testing field, be specifically related to a kind of rubbish permeability parameters proving installation that can experimentize and test under the condition of chamber the rubbish permeability parameters.
Background technology
The enhancing of Along with people's environmental protection and energy consciousness; The processing of rubbish and utilize again and also more and more receive people's attention; If will handle the utilization again with science efficiently to rubbish; Need some characteristics of rubbish are studied,, will test and study its permeability parameters as in the storing process of rubbish.
The conventional test methodologies of rubbish permeability parameters is that survey crew carries out field test to the scene; This method can test and study the Penetration Signature of a certain type of rubbish under a certain environment targetedly, and with strong points, the result of acquisition is also more accurate; But this method need be carried out on-the-spot test; Whole test process is complicated, and complex operation is not easy to people the characteristic of various and a large amount of rubbish permeability parameters is carried out synthetic study and utilization.
Given this, this case the inventor further investigate the problems referred to above, has this case to produce then.
Summary of the invention
The object of the present invention is to provide a kind of rubbish permeability parameters proving installation that can experimentize and test under the condition of chamber the rubbish permeability parameters, it is workable, is convenient to people and rubbish permeability parameters characteristic is studied and is utilized.
In order to achieve the above object, the present invention adopts such technical scheme:
A kind of rubbish permeability parameters proving installation comprises the test casing and water inlet that is divided into its opposite end and the water delivering orifice that are used for splendid attire rubbish.
Corresponding above-mentioned water inlet and water delivering orifice are provided with filter screen in the above-mentioned test casing.
Above-mentioned filter screen comprises mesh bag and the rubble that is loaded in the mesh bag.
Above-mentioned water inlet is connected to the water inlet pipe that vertically is provided with and can indicates water level.
Above-mentioned water inlet pipe has transparent window, and mark is provided with scale mark.
Above-mentioned water inlet comprises the last water inlet and the side water inlet of being located at the test box body sidewall of being located at above-mentioned test casing upper end; Above-mentioned water delivering orifice comprises that the corresponding said water inlet of going up is located at the lower outlet of test casing lower end and the side water delivering orifice that corresponding said side water inlet is located at the test box body sidewall.
Above-mentioned water inlet and water delivering orifice are provided with operation valve.
Above-mentioned water inlet and water delivering orifice are located at the center that belongs to tank wall separately respectively.
Above-mentioned test casing has gland bonnet, and the above-mentioned water inlet of going up is located on the said gland bonnet.
After adopting technique scheme, rubbish permeability parameters proving installation of the present invention, it is in use; The rubbish of type to be tested suitably is filled in the test casing to search requirements such as Xu Midu, from corresponding towards water inlet inject water continuously with suitable pressure, water can permeate rubbish gradually and flow out from the water delivering orifice of opposite end; In this process of osmosis, people can measure required rubbish permeability parameters, and directly or through corresponding calculating back obtain required result; Compared with prior art, rubbish permeability parameters proving installation of the present invention, people utilize it under laboratory condition, to test required rubbish permeability parameters to obtain accordingly result; Needn't in-site measurement; Avoid trouble, operability and dirigibility are strong, are convenient to people and the characteristic of rubbish permeability parameters (comprising various, complicated and a large amount of rubbish permeability parameters) is studied and are utilized.
Description of drawings
Fig. 1 is a cut-away view of the present invention.
Among the figure:
1-test casing 11-filter screen
The 12-gland bonnet
2-water inlet 21-goes up water inlet
The last water inlet pipe 212-of 211-operation valve
22-side water inlet 221-side water inlet pipe
The 222-operation valve
3-water delivering orifice 31-lower outlet
311-operation valve 32-side water delivering orifice
The 321-operation valve
Embodiment
In order further to explain technical scheme of the present invention, set forth in detail through specific embodiment below.
A kind of rubbish permeability parameters proving installation of the present invention, as shown in Figure 1, comprise test casing 1, water inlet 2 and water delivering orifice 3.
Test casing 1 is the case shape, is used for the rubbish that splendid attire is tested, and test casing 1 has the water inlet 2 and water delivering orifice 3 that is divided into its opposite end.
For the rubbish that prevents to test in the casing 1 gets into water inlet 2 and water delivering orifice 3, preferably, corresponding water inlet 2 is provided with filter screen 11 with water delivering orifice 3 in the test casing 1, and embodiment can be, and filter screen 11 comprises mesh bag and the rubble that is loaded in the mesh bag.
Press for the infiltration that makes rubbish has naturally osmotic, be convenient to measure the rubbish infiltration coefficient, preferably, water inlet 2 is connected to the water inlet pipe that vertically is provided with and can indicates water level, can inject an amount of water in this water inlet pipe, and signable variation and the numerical value that goes out water level.
Preferably, water inlet pipe has transparent window, and mark is provided with the scale mark (not shown), specifically can be, and water inlet pipe adopts transparent organic glass to process, and scale mark is arranged on the tube wall of water inlet pipe, injects the height of water level of water in order to read.
For the permeability parameters that can test the rubbish above-below direction can be tested the horizontal permeability parameters of rubbish again, preferably, water inlet 2 comprises the last water inlet 21 of being located at test casing 1 upper end and the side water inlet 221 of being located at test casing 1 sidewall; The correspondence that comprises water delivering orifice 3 goes up water inlet 21 and is located at the lower outlet 31 of test casing 1 lower end and the side water delivering orifice 32 that respective side water inlet 22 is located at test casing 1 sidewall; Above-mentioned water inlet pipe comprises and is connected to the last water inlet pipe 211 on the water inlet 21 and is connected to the side water inlet pipe 221 on the side water inlet 22.
In order to strengthen the may command and the operability of water inlet 2 and water delivering orifice 3, preferably, last water inlet 21 is provided with operation valve 212, and side water inlet 22 is provided with operation valve 222, and lower outlet 31 is provided with operation valve 311, and side water delivering orifice 32 is provided with operation valve 321.
In order to strengthen the test effect of rubbish permeability parameters; Preferably; Last water inlet 21, side water inlet 22, lower outlet 31 and side water delivering orifice 32 are located at the center that belongs to tank wall separately respectively, and test casing 1 has gland bonnet 12, and last water inlet 21 is located at the center of gland bonnet 12.
Rubbish permeability parameters proving installation of the present invention; Cooperate timer (like clock) to use during work; As to test the infiltration coefficient of rubbish above-below direction, and rubbish to be tested is filled in the test casing 1 with the requirements such as (as can suitably using the real method of hitting) of corresponding density, close the operation valve 222 of side water inlet 22 and the operation valve 321 of side water delivering orifice 32; Operation control valve 212 is opened water inlet 21 and lower outlet 31 respectively with operation valve 311; Injecting enough water from last water inlet pipe 211 makes rubbish soak into (for the ease of soaking into fully of rubbish, can in a period of time originally, close lower outlet 31, make test casing 1 inner product full water and rubbish carried out the immersion of enough time) fully; Inject the water of suitable height of water level then from last water inlet pipe 211, read the initial time t on the timer
1(like initial time t
1Be 9:00) and the interior height of water level h of last water inlet pipe 211 of this moment
1(reading from the scale mark of tube wall), the elapsed time is read the termination time t on the timer behind the t at interval
2(like termination time t
2Be 9:40, time interval t=t
2-t
1=40min) with go up the height of water level h in the water inlet pipe 211 this moment
2, then through the infiltration coefficient of computes discharging garbage at above-below direction:
In the formula, A ' is the internal diameter area of section of last water inlet pipe 211, and A is the horizontal section area of test casing 1, and l is the height of the rubbish tested, h
1And h
2Be respectively at time t
1And t
2The time on the water level of water inlet pipe 211 from the distance of rubbish bottom.
In the time will testing in the horizontal direction infiltration coefficient of rubbish; At first rubbish to be tested is filled in the test casing 1 with the requirements such as (as can suitably using the real method of hitting) of corresponding density; Close the operation valve 212 of water inlet 21 and the operation valve 311 of lower outlet 31; Operation control valve 222 is opened side water inlet 22 and side water delivering orifice 32 respectively with operation valve 321; Injecting enough water from side water inlet pipe 221 makes rubbish soak into (for the ease of soaking into fully of rubbish, can in a period of time originally, close side water delivering orifice 32, make test casing 1 inner product full water and rubbish carried out the immersion of enough time) fully; Inject the water of suitable height of water level then from side water inlet pipe 221, read the initial time t on the timer
1(like initial time t
1Be 9:00) and the side water inlet pipe 221 of this moment in height of water level h
1(reading from the scale mark of tube wall), the elapsed time is read the termination time t on the timer behind the t at interval
2(like termination time t
2Be 9:40, time interval t=t
2-t
1=40min) with the side water inlet pipe 221 of this moment in height of water level h
2, then through computes discharging garbage infiltration coefficient in the horizontal direction:
In the formula, A ' is the internal diameter area of section of side water inlet pipe 221, and A is the horizontal section area of test casing 1, and l is the height of the rubbish tested, h
1And h
2Be respectively at time t
1And t
2The time side water inlet pipe 221 water level from the distance of rubbish bottom.
Rubbish permeability parameters proving installation of the present invention, gland bonnet preferably adopts the flange lock sealing with the test casing, also can adopt other openable mode that is tightly connected; Water inlet and water delivering orifice preferably are located at the center that belongs to tank wall separately, also can require to adjust and design according to reality; The form of operation valve can require to design and select according to reality; Guaranteeing that paired water inlet and water delivering orifice are divided under the situation of the opposite end of testing casing, the quantity of water inlet and water delivering orifice and distribution form etc. can require adjust and design according to reality; Filter screen is preferably mesh bag and the form that is loaded on the rubble in the mesh bag; Also can adopt other to have filter effect and do not influence the screen pack form of rubbish infiltration; Guaranteeing that screen pack can block corresponding water inlet or water delivering orifice so that rubbish filtering is being tested under the situation in the casing, the form that is provided with of filter screen can require adjust and design according to reality.
Product form of the present invention is not limited to this case diagram and embodiment, and anyone carries out the suitable variation or the modification of similar thinking to it, all should be regarded as not breaking away from patent category of the present invention.
Claims (9)
1. a rubbish permeability parameters proving installation is characterized in that: comprise the test casing and water inlet that is divided into its opposite end and the water delivering orifice that are used for splendid attire rubbish.
2. a kind of rubbish permeability parameters proving installation according to claim 1, it is characterized in that: corresponding above-mentioned water inlet and water delivering orifice are provided with filter screen in the above-mentioned test casing.
3. a kind of rubbish permeability parameters proving installation according to claim 2 is characterized in that: above-mentioned filter screen comprises mesh bag and the rubble that is loaded in the mesh bag.
4. a kind of rubbish permeability parameters proving installation according to claim 1 is characterized in that: above-mentioned water inlet is connected to the water inlet pipe that vertically is provided with and can indicates water level.
5. a kind of rubbish permeability parameters proving installation according to claim 4, it is characterized in that: above-mentioned water inlet pipe has transparent window, and mark is provided with scale mark.
6. according to each described a kind of rubbish permeability parameters proving installation among the claim 1-5; It is characterized in that: above-mentioned water inlet comprises the last water inlet and the side water inlet of being located at the test box body sidewall of being located at above-mentioned test casing upper end; Above-mentioned water delivering orifice comprises that the corresponding said water inlet of going up is located at the lower outlet of test casing lower end and the side water delivering orifice that corresponding said side water inlet is located at the test box body sidewall.
7. a kind of rubbish permeability parameters proving installation according to claim 6, it is characterized in that: above-mentioned water inlet and water delivering orifice are provided with operation valve.
8. a kind of rubbish permeability parameters proving installation according to claim 6, it is characterized in that: above-mentioned water inlet and water delivering orifice are located at the center that belongs to tank wall separately respectively.
9. a kind of rubbish permeability parameters proving installation according to claim 8, it is characterized in that: above-mentioned test casing has gland bonnet, and the above-mentioned water inlet of going up is located on the said gland bonnet.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2012102765102A CN102830052A (en) | 2012-08-03 | 2012-08-03 | Trash penetration parameter testing device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2012102765102A CN102830052A (en) | 2012-08-03 | 2012-08-03 | Trash penetration parameter testing device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN102830052A true CN102830052A (en) | 2012-12-19 |
Family
ID=47333265
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2012102765102A Pending CN102830052A (en) | 2012-08-03 | 2012-08-03 | Trash penetration parameter testing device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN102830052A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107843538A (en) * | 2017-11-29 | 2018-03-27 | 长安大学 | Pave-load layer infiltration emits Fluid Dynamics tester |
| US10053985B1 (en) | 2017-03-24 | 2018-08-21 | China University Of Mining & Technology-Beijing | Real-time water-level monitoring system for dumping site of open-pit coal mine, and methods of establishment and use of the same |
Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN202793986U (en) * | 2012-08-03 | 2013-03-13 | 华侨大学 | Trash permeation parameter testing device |
-
2012
- 2012-08-03 CN CN2012102765102A patent/CN102830052A/en active Pending
Patent Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN202793986U (en) * | 2012-08-03 | 2013-03-13 | 华侨大学 | Trash permeation parameter testing device |
Non-Patent Citations (2)
| Title |
|---|
| 张文杰等: "垃圾土渗透性和持水性的试验研究", 《岩土力学》 * |
| 瞿贤 等: "城市生活垃圾渗透系数测定研究", 《环境污染治理技术与设备》 * |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US10053985B1 (en) | 2017-03-24 | 2018-08-21 | China University Of Mining & Technology-Beijing | Real-time water-level monitoring system for dumping site of open-pit coal mine, and methods of establishment and use of the same |
| CN107843538A (en) * | 2017-11-29 | 2018-03-27 | 长安大学 | Pave-load layer infiltration emits Fluid Dynamics tester |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN104897543A (en) | Multi-phase permeameter and rock permeability determination method | |
| CN109374508B (en) | Clogging simulation experiment device and method for tailing drainage system | |
| CN107271340B (en) | For simulating the experimental provision of the vertical Micro blazed-grating of oil-gas reservoir lighter hydrocarbons | |
| CN107121354B (en) | Device for testing anti-dispersion property of underwater rock-soluble grouting material and using method thereof | |
| CN103234708A (en) | Pressurization simulation water depth testing device of sealing water tank and testing method | |
| CN106066389B (en) | The double aqueous system supply sources of karst and contamination control analogue means and analogy method | |
| CN104122295A (en) | Combustion cell experimental device, experimental device capable of measuring activation energy and measurement method | |
| CN109060609A (en) | A kind of natural gas hydrate permeability measurement device | |
| CN103048261A (en) | Device and method for researching rock physical property parameter change under action of acid fluid | |
| CN109655866A (en) | Closed loop electrostatic collection two-stage method measures the device and method of radium concentration in water | |
| CN109655868A (en) | The device and method of radium concentration in closed loop static collection rapid survey water | |
| CN205280549U (en) | Chang shuitou ground body osmotic coefficient testing arrangement is moved in light perturbation | |
| JP6105681B2 (en) | Unmanned automatic alkalinity measurement system and method | |
| CN113882837B (en) | Water cone morphological simulation and water control viscosity reduction experimental device and method for bottom water heavy oil reservoir horizontal well | |
| CN109060329A (en) | The continuous fast testing system of drip irrigation system douche performance of anti-blockage and method | |
| CN102830052A (en) | Trash penetration parameter testing device | |
| CN208780428U (en) | A kind of difference pH value groundwater recharge clogging experimental device | |
| CN209148485U (en) | A kind of natural gas hydrate permeability measurement device | |
| CN202793986U (en) | Trash permeation parameter testing device | |
| CN204964391U (en) | Sand capability test device is taken to fracturing fluid | |
| CN110208497A (en) | A kind of portable soil specific yield tester and test method | |
| CN109187098A (en) | A kind of paddy soil renovation agent sampler | |
| CN105259090B (en) | Soil infiltration instrument | |
| CN203216681U (en) | Pressurizing simulation water depth test apparatus for sealed water tank | |
| CN208076311U (en) | The experimental rig of soil shear strength after salinity solution-off can directly be measured |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C02 | Deemed withdrawal of patent application after publication (patent law 2001) | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20121219 |