CN107729629A - A kind of environmental hydrogeology subregion application process for contaminated site - Google Patents

A kind of environmental hydrogeology subregion application process for contaminated site Download PDF

Info

Publication number
CN107729629A
CN107729629A CN201710887304.8A CN201710887304A CN107729629A CN 107729629 A CN107729629 A CN 107729629A CN 201710887304 A CN201710887304 A CN 201710887304A CN 107729629 A CN107729629 A CN 107729629A
Authority
CN
China
Prior art keywords
area
subregion
contaminated site
layer
pollutant
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.)
Granted
Application number
CN201710887304.8A
Other languages
Chinese (zh)
Other versions
CN107729629B (en
Inventor
许丽萍
李韬
孙莉
王蓉
沈超
沈婷婷
李梅
梁颖
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Shanghai Survey Design And Research Institute Group Co ltd
Original Assignee
Shanghai Geotechnical Investigations and Design Institute Co Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Shanghai Geotechnical Investigations and Design Institute Co Ltd filed Critical Shanghai Geotechnical Investigations and Design Institute Co Ltd
Priority to CN201710887304.8A priority Critical patent/CN107729629B/en
Publication of CN107729629A publication Critical patent/CN107729629A/en
Application granted granted Critical
Publication of CN107729629B publication Critical patent/CN107729629B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Classifications

    • GPHYSICS
    • G06COMPUTING; CALCULATING OR COUNTING
    • G06FELECTRIC DIGITAL DATA PROCESSING
    • G06F30/00Computer-aided design [CAD]
    • G06F30/20Design optimisation, verification or simulation

Landscapes

  • Engineering & Computer Science (AREA)
  • Physics & Mathematics (AREA)
  • Theoretical Computer Science (AREA)
  • Computer Hardware Design (AREA)
  • Evolutionary Computation (AREA)
  • Geometry (AREA)
  • General Engineering & Computer Science (AREA)
  • General Physics & Mathematics (AREA)
  • Processing Of Solid Wastes (AREA)

Abstract

The invention discloses a kind of environmental hydrogeology subregion application process for contaminated site, comprise the following steps:Collect the environmental hydrogeology situation data of superficial part soil layer in soft clay area;According to the environmental hydrogeology situation data, the soft clay area is divided into some subregions, the soil body of each subregion can make the pollutant in it have geographical position coordinates value respectively to specific direction diffusion mobility, each subregion;According to the geographical position coordinates value of contaminated site to be analyzed, inquiry determines the subregion where the contaminated site to be analyzed, according to the pollutant migration and diffusion direction rule in the subregion of place, judges pollution range and depth of the pollutant in the contaminated site to be analyzed.It is an advantage of the invention that:The environmental hydrogeology subregion that hydrogeology is associated with environmental pollution is realized, this method is advantageous to quickly judge the contaminant transportation regularity of distribution, and the investigation and repair to contaminated site have certain directive significance, reduce the blindness of well-sampling.

Description

A kind of environmental hydrogeology subregion application process for contaminated site
Technical field
The invention belongs to environmental geotechnical technical field, and in particular to a kind of environmental hydrogeology for contaminated site Subregion application process.
Background technology
The repairing and treating of contaminated site has big technical difficulty, repairing and treating cycle length and cost is high, is related to multidisciplinary friendship The distinguishing features such as fork, are one of world-class problem that field of Environment Protection faces for a long time.Part advanced country pollutes for a long time Site remediation practice have shown that, contaminated site, which is administered, to be needed according to water and soil comprehensive analysis, the strategy of combined governance, integrated environment, The advantage in the multidisciplinary field such as matter, ground, chemistry and biology, solves key technical problem therein with joint efforts.
Generally using conventional shaft building sample mode, it is low, different to there is cost height, efficiency at present in contaminated site environmental survey The significantly deficiency such as depth intersection pollution, sampling process contaminant loss, it is difficult to ensure the quality and representativeness of collection sample.Pollution The migration of thing and hydrogeologic condition are closely bound up, hydrogeological calmodulin binding domain CaM macroscopic view hydrogeologic condition feature, different pollutions Thing migrates essential characteristic, and rapid preliminary judges the spatial distribution scope of contaminated sites underground water, and become more meticulous investigation work efficiency to raising And the representativeness of inspection enhancing detection data has important directive significance.
The content of the invention
According to the deficiencies of the prior art described above, It is an object of the present invention to provide a kind of ambient water for contaminated site Literary geologic division application process, the environment water level geologic division application process are divided according to the environment water level geologic parameter of the soil body Area, so that there is the specific rule for making pollutant migration and diffusion respectively, so that staff can in different types of subregion The subregion where contaminated site to be analyzed is determined by geographical position coordinates, so as to carry out one to the contaminated site to be analyzed The quick judgement of individual contaminant transportation scope and depth.
The object of the invention is realized and completed by following technical scheme:
A kind of environmental hydrogeology subregion application process for contaminated site, it is characterised in that the environmental hydrogeology subregion Application process comprises the following steps:Collect the environmental hydrogeology situation data of superficial part soil layer in soft clay area;According to the ring Border hydrological geological conditions data, the soft clay area is divided into some subregions, number consecutively is Ith area, IIth area, IIIth area and IV Area, the soil body of each subregion can make the pollutant in it have geography respectively to specific direction diffusion mobility, each subregion Position coordinate value;According to the geographical position coordinates value of contaminated site to be analyzed, inquiry is determined where the contaminated site to be analyzed Subregion, according to the pollutant migration and diffusion direction rule in the subregion of place, judge pollutant in the contaminated site to be analyzed Interior pollution range and depth.
Superficial part clay distribution in the soft clay area there are into fill stratum, crust layer, mealiness soil layer or silty sand ground and mud The region division of matter stickiness soil layer is Ith area, and Ith area is advantageous to migration of the pollutant on vertically and horizontally Diffusion.
Superficial part clay distribution in the soft clay area there are into fill stratum, crust layer, Muddy Bottoms stickiness soil layer and described The region division that mealiness soil layer or silty sand ground are locally accompanied in Muddy Bottoms stickiness soil layer is IIth area, and IIth area is advantageous to dirt Contaminate the diffusion mobility of thing in the horizontal direction.
The region that superficial part clay distribution in the soft clay area has fill stratum, crust layer and Muddy Bottoms stickiness soil layer is drawn It is divided into IIIth area, IIIth area is unfavorable for pollutant migration and diffusion.
By superficial part in the soft clay area be distributed with fill stratum, crust layer and thick-layer it is plastic-area of hard plastic stickiness soil layer Domain is divided into IVth area, and IVth area is unfavorable for pollutant migration and diffusion, and the thick-layer is plastic-and hard plastic stickiness soil layer is more than 3m。
The superficial part soil layer refers in below ground 20m depth bounds.
The contaminated site to be analyzed can move across at least two subregions according to the pollutant in each subregion Dispersal direction rule and the geographical position coordinates of original pollution sources are moved, judge pollutant in the contaminated site to be analyzed Pollution range and depth.
It is an advantage of the invention that:Realize the environmental hydrogeology subregion that hydrogeology is associated with environmental pollution, this method Being advantageous to quickly judge the contaminant transportation regularity of distribution, the investigation and repair to contaminated site have certain directive significance, Reduce the blindness of well-sampling.
Brief description of the drawings
Fig. 1 is the typical soil layer in Ith area in the present invention(2.3Layer)Diagrammatic cross-section;
Fig. 2 is the typical soil layer in Ith area in the present invention(1.3Layer)Diagrammatic cross-section;
Fig. 3 is the typical soil layer diagrammatic cross-section in IIth area in the present invention;
Fig. 4 is the typical soil layer diagrammatic cross-section in IIIth area in the present invention;
Fig. 5 is the environmental hydrogeology map section of District of Shanghai in the present invention.
Embodiment
The feature of the present invention and other correlated characteristics are described in further detail by embodiment below in conjunction with accompanying drawing, with It is easy to the understanding of technical staff of the same trade:
Embodiment:The present embodiment is specifically related to a kind of environmental hydrogeology subregion application process for contaminated site, mainly relates to And the application after the subregion and subregion of soft clay area, realize and the migration situation of pollutant in contaminated site to be analyzed is sentenced Setting analysis, specifically include following steps:
(1)Collect the environmental hydrogeology situation data of superficial part soil layer in a certain soft clay area;Soft clay area herein can be by It is collected according to administrative division, e.g. in the range of county, city, province, soft clay area selection is Shanghai City area in the present embodiment; Clay distribution of the collected environmental hydrogeology situation data including superficial part soil layer, thickness condition, soil permeability sex differernce, soil Earth granular size etc., subregion is carried out to shallow stratum in soft clay area so as to realize;
The present embodiment illustrates by taking District of Shanghai as an example, according to existing data, Central Shanghai below ground 20m depth models Key horizon situation is summarized as follows in shallow stratum in enclosing:
1.1Layer bankets, and containing rubble, stone, rubbish, plant roots and stems etc., soil property is uneven, in loose condition (of surface);This layer of soil thickness one As be 0.5m~3.0m;
1.3Layer silty soil(It is commonly called as Jiang Tantu), it is local based on clayey silt containing spiral case, the impurity such as shell chip, monofilament More muck soil is pressed from both sides, local is sandy silt, in loose~slightly close state;This layer of soil thickness is generally 4.0m~15.0m;
2.1The isabelline cohesive soil of layer, referred to as crust layer, the iron speck point containing oxidation and iron manganese concretion, in plastic state;The layer Soil thickness is generally 1.5m~2.0m;
2.3Layer grey silty soil, flour sand, containing mica, thin layer cohesive soil is pressed from both sides, soil property is uneven, in loose~slightly close state;The layer Soil thickness is generally 3.0m~15.0m;
The 3. layer grey Muddy Bottoms silty clay, containing mica, organic matter, press from both sides lamelliform flour sand, it is local for soft modeling shape silty clay, In liquid-plastic state;This layer of soil thickness is generally 5.0m~10.0m;
3.FolderLayer grey silty soil, flour sand, containing mica, thin layer cohesive soil is pressed from both sides, in loose~slightly close state;This layer of soil thickness one As be 0.5m~2.0m;
The 4. layer grey Muddy Bottoms cohesive soil, containing mica, organic matter, presss from both sides a small amount of thin layer flour sand, local to press from both sides shell chip, is moulded in stream State;This layer of soil thickness is generally 5.0m~10.0m;
5.1Layer grey clay, it is local to press from both sides shell chip containing mica, organic matter, folder mud, calcareous concretion, half rotten Reed rhizome, In soft modeling~plastic state;This layer of soil thickness is generally 5.0m~15.0m;
6.1Thickness layer is plastic-hard plastic stickiness soil layer;
6.2Layer silty soil.
(2)The collected environmental hydrogeology situation data of analysis, clay distribution, thickness condition according to superficial part soil layer (Mealiness soil layer, the buried depth of sandy soils and difference in thickness), soil permeability sex differernce(Silty soil, sand permeability are preferable, are advantageous to The diffusion mobility of pollutant, stickiness soil permeability is poor, is unfavorable for the diffusion mobility of pollutant), soils particles size percent content(Particle is got over Macroporsity is bigger, is advantageous to the migration of pollutant)Deng environmental hydrogeology situation, shallow stratum in soft clay area is divided Area, and number consecutively is Ith area, IIth area, IIIth area and IVth area, pollutant in the soil body of different subregions there is different migrations to expand Rule is dissipated, it is described in detail below:
a:Ith area
It is Ith area that superficial part clay distribution in soft clay area is had into the region division of mealiness soil layer or silty sand ground, specifically fill stratum, hard Shell, mealiness soil layer or silty sand ground and Muddy Bottoms stickiness soil layer, Ith area are advantageous to pollutant on vertically and horizontally Diffusion mobility;By taking District of Shanghai as an example, Ith area is distributed mainly on Wusongjiang River therefore river course, Huangpu River river Tan Tu distributed areas, shallow-layer have Silty soil or flour sand distribution, be advantageous to pollutant vertically to level to migration;Cutd open as shown in Figure 1, 2 for the typical stratum in Ith area Have the in face schematic diagram, wherein Fig. 1 2.3Layer grey silty soil, flour sand, have the in Fig. 2 1.3Layer silty soil.
In addition, cause soil nature different according to silty soil, the buried depth of sandy soils, thickness, soil particle difference(Flour sand, chiltern Silt and clayey silt)Deng the principle for having considerable influence to contaminant transportation, according to silty soil, sand on the basis of above-mentioned subregion I zoning is divided into three subprovinces by thickness:
I -1 area:Silty soil, sandy soils thickness are less than or equal to 5m;
I -2 area:Silty soil, sandy soils thickness are 5~10m;
I -3 area:Silty soil, sandy soils thickness are more than 10m.
b:IIth area
Superficial part clay distribution in soft clay area there is into Muddy Bottoms stickiness soil layer and part accompanies mealiness soil layer or silty sand ground wherein Region division be IIth area, specifically fill stratum, crust layer, Muddy Bottoms stickiness soil layer and in the Muddy Bottoms stickiness soil layer Part accompanies the region of mealiness soil layer or silty sand ground, due to Muddy Bottoms clay layer will block contaminant in the vertical direction move Move, therefore IIth area is advantageous to the diffusion mobility of pollutant in the horizontal direction;The typical stratigraphic section for being illustrated in figure 3 IIth area shows It is intended to, 3. 3. the in stratum has the in layer grey Muddy Bottoms silty clayFolderLayer grey silty soil, flour sand, therefore pollutant Can be 3.FolderThe migration in horizontal direction is carried out in layer grey silty soil, flour sand.
In addition, cause soil nature different according to silty soil, the buried depth of sandy soils, thickness, soil particle difference(Flour sand, chiltern Silt and clayey silt)Deng the principle for having considerable influence to contaminant transportation, on the basis of above-mentioned subregion according to 3.FolderLayer is named IIth area is also divided into three subprovinces by difference:
II -1 area:3.FolderLayer is clayey silt;
II -2 area:3.FolderLayer is sandy silt;
II -3 area:3.FolderLayer is flour sand.
c:IIIth area
Be IIIth area by the region division that superficial part soil layer in soft clay area is stickiness soil layer, specifically fill stratum, crust layer and The region of Muddy Bottoms stickiness soil layer, IIIth area are unfavorable for pollutant migration and diffusion;By taking District of Shanghai as an example, IIIth area is distributed mainly on mortise The areas such as river river rising in Ningxia and flowing into central Shaanxi, Golden Bridge, it is cohesive soil within superficial part 20m, is unfavorable for contaminant transportation;It is illustrated in figure 4 the typical case in IIIth area 2. stratigraphic section schematic diagram, stratum include1The 3. 4. layer of layer grey Muddy Bottoms silty clay, the of the isabelline cohesive soil of layer, the Grey Muddy Bottoms clay and is 5.1Layer grey clay, that is to say, that substantially all in the stratum in IIIth area is cohesive soil, dirty Dye thing is unfavorable for the diffusion mobility in cohesive soil.
d:IVth area
By superficial part clay distribution in soft clay area have thick-layer it is plastic-area of hard plastic stickiness soil layer and the mealiness soil layer under it Domain is divided into IVth area, specifically fill stratum, crust layer and thick-layer it is plastic-region of hard plastic stickiness soil layer, IVth area is unfavorable for dirt Thing diffusion mobility is contaminated, wherein, thick-layer is plastic-and hard plastic stickiness the thickness of the layer is not less than 3m;By taking District of Shanghai as an example, IVth area is located at 6. Jinshan District, superficial part have thicker1Thickness layer is plastic-hard plastic stickiness clay distribution, is distributed with 6. under it2Layer silty soil.
Influence of the superficial part soil layer to contaminant transportation is considered, the whole inner city in District of Shanghai by mentioned above principle point Into four subregions(Ith area, IIth area, IIIth area, IVth area), wherein, Ith area and IIth area are further divided into some subprovinces, the stratigraphy assemblage of each subregion It see the table below 1.
Table 1:District of Shanghai superficial part soil layer(Depth within below ground 20m)Typical soil layer assemblage province
(3)According to step(2)In area principle, as shown in figure 5, draw District of Shanghai environmental hydrogeology map section, It should be noted that each subregion, i.e. Ith area, IIth area, IIIth area, IVth area, respectively with corresponding geographical position coordinates model Enclose, in specific application, staff need to only input a geographical position coordinates, you can know that the divisional type of position is compiled Number;
(4)According to the geographical position coordinates of contaminated site to be analyzed, pass through query steps(3)Middle drawn environmental hydrogeology Map section, determines which subregion the stratum of the contaminated site present position to be analyzed belongs to, certain contaminated site to be analyzed Can also across multiple subregions, known number of partitions in contaminated site to be analyzed and corresponding partition number it Afterwards, according to the pollution source position in contaminated site to be analyzed, judge pollution range of the pollutant in contaminated site to be analyzed and Depth.
Using certain industrial park of District of Shanghai as contaminated site to be analyzed, with chemical industry, medicine, spinning in the industrial park Knit, based on the industrial land type such as light industry;It further investigation reveals that, underground water pollution in wide area, pollution type is mainly with organic contamination Based on, contaminated area is about 270,000 m2, pollution depth is in regional area up to more than 10m, and because regional development needs, urgent need is carried out Pollution control repair;Subregion first according to where the geographical position coordinates of the industrial park determine it, the industrial park Block belongs to the area of environmental hydrogeology subregion II and IIIth area, compares upper table 1, and II areas superficial part has silty soil and sandy soil distribution, favorably In the lateral transfer of pollutant, then superficial part is distributed without silty soil and sandy soil in III areas, mainly based on cohesive soil, is unfavorable for dirt Contaminate the diffusion mobility of thing;If workshop(That is pollution sources)Positioned at II areas, then show that pollutant diffusive migration scope is in II In the range of area, and pollution depth is mainly in the depth where silty soil and sandy soil layer, III areas due to unfavorable with cohesive soil In the diffusion of pollutant, therefore it is substantially free of contaminants;If workshop(That is pollution sources)In III areas, then show to pollute Thing diffusion mobility scope is confined to the top layer soil body in III areas, and due to being stopped by cohesive soil, pollutant is not to soil body depth model Enclose diffusion mobility.On the basis of judging herein, with reference to the hydrogeological parameter of on-the-spot test acquisition, structure provincial characteristics hydrogeology Database and hydrogeological form general model, it is later stage repairing and treating, there is provided instruct, also reduce the throwing of later stage research cost Enter.

Claims (7)

  1. A kind of 1. environmental hydrogeology subregion application process for contaminated site, it is characterised in that the environmental hydrogeology point Area's application process comprises the following steps:Collect the environmental hydrogeology situation data of superficial part soil layer in soft clay area;According to described Environmental hydrogeology situation data, the soft clay area is divided into some subregions, number consecutively be Ith area, IIth area, IIIth area and IVth area, the soil body of each subregion can make the pollutant in it have ground respectively to specific direction diffusion mobility, each subregion Manage position coordinate value;According to the geographical position coordinates value of contaminated site to be analyzed, inquiry determines the contaminated site institute to be analyzed Subregion, according to the pollutant migration and diffusion direction rule in the subregion of place, judge pollutant in the Pollution Field to be analyzed Pollution range and depth in ground.
  2. 2. a kind of environmental hydrogeology subregion application process for contaminated site according to claim 1, its feature exist Superficial part clay distribution has fill stratum, crust layer, mealiness soil layer or silty sand ground and Muddy Bottoms stickiness in by the soft clay area The region division of soil layer is Ith area, and Ith area is advantageous to diffusion mobility of the pollutant on vertically and horizontally.
  3. 3. a kind of environmental hydrogeology subregion application process for contaminated site according to claim 1, its feature exist Superficial part clay distribution has fill stratum, crust layer, Muddy Bottoms stickiness soil layer and in the Muddy Bottoms in by the soft clay area The region division that mealiness soil layer or silty sand ground are locally accompanied in stickiness soil layer is IIth area, and IIth area is advantageous to pollutant and existed Diffusion mobility in horizontal direction.
  4. 4. a kind of environmental hydrogeology subregion application process for contaminated site according to claim 1, its feature exist The region division that superficial part clay distribution has fill stratum, crust layer and Muddy Bottoms stickiness soil layer in by the soft clay area is institute IIIth area is stated, IIIth area is unfavorable for pollutant migration and diffusion.
  5. 5. a kind of environmental hydrogeology subregion application process for contaminated site according to claim 1, its feature exist In by the soft clay area superficial part be distributed with fill stratum, crust layer and thick-layer it is plastic-region division of hard plastic stickiness soil layer For IVth area, IVth area is unfavorable for pollutant migration and diffusion, and the thick-layer is plastic-and hard plastic stickiness soil layer is more than 3m.
  6. 6. according to any described a kind of environmental hydrogeology subregion application process for contaminated site in claim 1-5, It is characterized in that the superficial part soil layer refers in below ground 20m depth bounds.
  7. 7. a kind of environmental hydrogeology subregion application process for contaminated site according to claim 1, its feature exist Can be across at least two subregions, according to the pollutant migration and diffusion in each subregion in the contaminated site to be analyzed The geographical position coordinates of direction rule and original pollution sources, judge pollution model of the pollutant in the contaminated site to be analyzed Enclose and depth.
CN201710887304.8A 2017-09-27 2017-09-27 Environmental hydrogeological zoning application method for polluted site Active CN107729629B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201710887304.8A CN107729629B (en) 2017-09-27 2017-09-27 Environmental hydrogeological zoning application method for polluted site

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201710887304.8A CN107729629B (en) 2017-09-27 2017-09-27 Environmental hydrogeological zoning application method for polluted site

Publications (2)

Publication Number Publication Date
CN107729629A true CN107729629A (en) 2018-02-23
CN107729629B CN107729629B (en) 2021-03-12

Family

ID=61207972

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201710887304.8A Active CN107729629B (en) 2017-09-27 2017-09-27 Environmental hydrogeological zoning application method for polluted site

Country Status (1)

Country Link
CN (1) CN107729629B (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112051385A (en) * 2020-09-02 2020-12-08 王学森 Environmental hydrogeological zoning application method for polluted site

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103744829A (en) * 2014-01-02 2014-04-23 环境保护部环境规划院 Underground water pollution prevention area dividing method
JP2016022406A (en) * 2014-07-17 2016-02-08 株式会社ワールド・リンク Method for treating heavy metal-contaminated water
CN105909260A (en) * 2016-06-16 2016-08-31 山东省地矿工程勘察院 Subway station water stop structure for protecting groundwater environment and construction method thereof
CN106529738A (en) * 2016-11-28 2017-03-22 中国环境科学研究院 Groundwater polluted site repair technology optimization method
CN106570647A (en) * 2016-11-08 2017-04-19 北京师范大学 Near-river water source water quality pre-warning method based on groundwater pollution risk evaluation

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103744829A (en) * 2014-01-02 2014-04-23 环境保护部环境规划院 Underground water pollution prevention area dividing method
JP2016022406A (en) * 2014-07-17 2016-02-08 株式会社ワールド・リンク Method for treating heavy metal-contaminated water
CN105909260A (en) * 2016-06-16 2016-08-31 山东省地矿工程勘察院 Subway station water stop structure for protecting groundwater environment and construction method thereof
CN106570647A (en) * 2016-11-08 2017-04-19 北京师范大学 Near-river water source water quality pre-warning method based on groundwater pollution risk evaluation
CN106529738A (en) * 2016-11-28 2017-03-22 中国环境科学研究院 Groundwater polluted site repair technology optimization method

Non-Patent Citations (2)

* Cited by examiner, † Cited by third party
Title
刘长礼等: "面源污染地下水风险评估技术", 《城市地下水污染风险评估与防控技术》 *
王继鹏: "常州某污染场地地下水氯苯迁移数值模拟研究", 《万方》 *

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112051385A (en) * 2020-09-02 2020-12-08 王学森 Environmental hydrogeological zoning application method for polluted site

Also Published As

Publication number Publication date
CN107729629B (en) 2021-03-12

Similar Documents

Publication Publication Date Title
Pathak et al. Groundwater vulnerability assessment in shallow aquifer of Kathmandu Valley using GIS-based DRASTIC model
Lancia et al. Hydrogeology of the Pearl River delta, southern China
Simsek et al. A solid waste disposal site selection procedure based on groundwater vulnerability mapping
CN105675839B (en) A kind of contaminated sites soil distribution method of discrimination based on geological conditions
CN107831286A (en) A kind of underground water pollution fast diagnosis method
CN107761693B (en) A kind of underground water pollution migration appraisal procedure
Springer et al. The Las Vegas Formation
CN107729629A (en) A kind of environmental hydrogeology subregion application process for contaminated site
Trowsdale et al. A modelling approach to determine the origin of urban ground water
Olojoku et al. Vulnerability assessment of shallow aquifer hand-dug wells in rural parts of northcentral Nigeria using AVI and GOD methods
Gonçalves et al. Groundwater Vulnerability Assessment to Cemeteries Pollution through GIS-Based DRASTIC Index. Water 2023, 15, 812
Han et al. Distribution characteristic and migration pathways of metals in subsidence zone in a coal mine, China
Boateng et al. Detection and delineation of contaminant migration using the Terrain conductivity technique outside the Perimeters of the Dompoase Landfill Facility in Kumasi–Ghana.
Omorogieva et al. Litho-stratigraphic and hydrogeological evaluation of groundwater system in parts of Benin Metropolis, Benin City Nigeria: The key to groundwater sustainability
Hamamin et al. Groundwater vulnerability map of Sulaymaniyah sub-basin using SINTACS model, Sulaymaniyah Governorate, Kurdistan Region, Iraq
CN109615701A (en) Areal geology function division modeling and modeling method
Zhang et al. Simulation of Groundwater Quality in Xi'an, Shaanxi Province Based on Visual Modflow
Armitage et al. Characterization of bricks and tiles from the 17th-century brick Chapel, St. Mary's City, Maryland
Niedbalska et al. ASSESSMENT OF GROUNDWATER VULNERABILITY TO POLLUTION IN THE REGION OF SUBLEVEL MINE WASTE DUMP USING STANDARD METHODS
Zerouali et al. Vulnerability Study by DRASTIC Method for Eocene and Turonian Aquifers in the Tadla Plain
Rahmani et al. Sensitivity analysis of groundwater vulnerability maps in the Messaad plateau. South Algerian steppe region.
Okpoli et al. Geo-electrical assessment of coefficient of permeability and porosity of leachate plume at Asin dumpsite, Iwaro-oka, southwestern Nigeria
Hoai et al. Modelling migration of ammonium ion through landfill bottom barriers subjected to elevated temperature and dry-wet cycles, a case study in southern Hanoi, Vietnam
Azari et al. Influence of the Babolsar landfill leachate on groundwater quality
May et al. Use of Electrical Resistivity Profiling to Reduce Landfill Siting Risks in the South Central Kentucky Karst

Legal Events

Date Code Title Description
PB01 Publication
PB01 Publication
SE01 Entry into force of request for substantive examination
SE01 Entry into force of request for substantive examination
CB02 Change of applicant information
CB02 Change of applicant information

Address after: 200093 No. 38 Shui Feng Road, Yangpu District, Shanghai.

Applicant after: SGIDI ENGINEERING CONSULTING (Group) Co.,Ltd.

Address before: 200093 No. 38 Shui Feng Road, Yangpu District, Shanghai.

Applicant before: SHANGHAI GEOTECHNICAL INVESTIGATIONS & DESIGN INSTITUTE Co.,Ltd.

GR01 Patent grant
GR01 Patent grant
CP03 Change of name, title or address
CP03 Change of name, title or address

Address after: 200093 No. 38 Shui Feng Road, Yangpu District, Shanghai.

Patentee after: Shanghai Survey, Design and Research Institute (Group) Co.,Ltd.

Address before: 200093 No. 38 Shui Feng Road, Yangpu District, Shanghai.

Patentee before: SGIDI ENGINEERING CONSULTING (Group) Co.,Ltd.