CN107227758A - Building anti-floating water level value taking method suitable for confined aquifer site - Google Patents
Building anti-floating water level value taking method suitable for confined aquifer site Download PDFInfo
- Publication number
- CN107227758A CN107227758A CN201710464101.8A CN201710464101A CN107227758A CN 107227758 A CN107227758 A CN 107227758A CN 201710464101 A CN201710464101 A CN 201710464101A CN 107227758 A CN107227758 A CN 107227758A
- Authority
- CN
- China
- Prior art keywords
- water
- place
- hydrostatic
- elevation
- artesian
- 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
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims abstract description 73
- 238000000034 method Methods 0.000 title claims abstract description 11
- 230000002706 hydrostatic effect Effects 0.000 claims description 26
- 230000004888 barrier function Effects 0.000 claims description 9
- 239000010410 layer Substances 0.000 claims description 8
- JEGUKCSWCFPDGT-UHFFFAOYSA-N h2o hydrate Chemical compound O.O JEGUKCSWCFPDGT-UHFFFAOYSA-N 0.000 claims description 7
- 238000005259 measurement Methods 0.000 claims description 7
- 238000005381 potential energy Methods 0.000 claims description 6
- 230000015572 biosynthetic process Effects 0.000 claims description 4
- 239000011229 interlayer Substances 0.000 claims 1
- 230000007547 defect Effects 0.000 abstract 1
- 239000003673 groundwater Substances 0.000 description 5
- 238000005516 engineering process Methods 0.000 description 2
- 235000019738 Limestone Nutrition 0.000 description 1
- 241001074085 Scophthalmus aquosus Species 0.000 description 1
- 238000000205 computational method Methods 0.000 description 1
- 238000007796 conventional method Methods 0.000 description 1
- 239000010459 dolomite Substances 0.000 description 1
- 229910000514 dolomite Inorganic materials 0.000 description 1
- 238000005553 drilling Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000006028 limestone Substances 0.000 description 1
- 230000000630 rising effect Effects 0.000 description 1
- 230000011218 segmentation Effects 0.000 description 1
- 230000009466 transformation Effects 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D31/00—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution
- E02D31/10—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution against soil pressure or hydraulic pressure
- E02D31/12—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution against soil pressure or hydraulic pressure against upward hydraulic pressure
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D1/00—Investigation of foundation soil in situ
- E02D1/02—Investigation of foundation soil in situ before construction work
- E02D1/027—Investigation of foundation soil in situ before construction work by investigating properties relating to fluids in the soil, e.g. pore-water pressure, permeability
Landscapes
- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- Civil Engineering (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Hydrology & Water Resources (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Analytical Chemistry (AREA)
- Soil Sciences (AREA)
- Chemical & Material Sciences (AREA)
- Environmental & Geological Engineering (AREA)
- Sewage (AREA)
Abstract
The invention discloses a building anti-floating water level value taking method suitable for a confined aquifer field. The invention can effectively avoid the defects obtained according to the traditional method and avoid the occurrence of anti-floating failure accidents.
Description
Technical field
It is more particularly to a kind of to be directed to artesian aquifer place class the invention belongs to building structure anti-floating field of engineering technology
The hydrostatic water table obtaining value method of type.
Background technology
Underground hydrostatic water table is the core of Anti-floating design, it is determined that reasonable and safe hydrostatic water table is key in survey
Link.Existing specification, handbook, document are unified for the determination of anti-uplift ground water level, specific method or formula, greatly
It is to survey peak level by prospecting that many hydrostatic water tables, which are provided, and nearly 3~5 years peak levels or highest water level on records are even outdoorly
Level ground absolute altitude determines, but in artesian aquifer place, after top water proof stratum has been exposed on underground structure or basis, anti-floating water
Position is higher than level of ground water, therefore empirically value frequently results in unreasonable or even wrong value result, triggers anti-floats request to lose
The accidents such as effect.
The content of the invention
The purpose of the present invention is to be directed to for the not enough of the existing determination method for anti-uplift ground water level there is provided one kind
The hydrostatic water table obtaining value method of artesian aquifer Site Type, so as to avoid traditional empirically value from obtaining unreasonable or mistake
By mistake value result and trigger anti-floats request failure etc. accident.
The technical scheme is that：
By observing artesian water water level elevation, the outcrop of spring elevation of hole measurement, drafting place, place SEA LEVEL VARIATION are linear
Graph of a relation, place hydrostatic water table excursion is determined by SEA LEVEL VARIATION linear graph, and overall underground structure is determined anti-by high level
Swim position, hydrostatic water table is determined by high level between built-up area under piecewise.
Further, comprise the following steps：
1) analysis formation structure and Geologic Structure Feature；
2) analyze place hydrogeological characteristics, artesian water refer to underground water full of up and down between two water barriers can lava contain
In water layer and the underground water with certain head pressure, the solution cavity, molten that underground water is mainly developed by interlayer structure face, concordant
Split and drained from high potential energy area along to oblique core portion to low-potential energy area, contact band with water barrier in soluble water-bearing layer and be often accompanied by ascending-type
Outcrop of spring shows；
3) by observing the water level elevation, bottom artesian water water level elevation, outcrop of spring of hole measurement top phreatic aquifer
Elevation, draws place, place SEA LEVEL VARIATION linear relationship chart；
4) place hydrostatic water table excursion is determined by SEA LEVEL VARIATION linear graph, overall underground structure is determined by high level
Hydrostatic water table；Under piecewise hydrostatic water table is determined between built-up area by high level.
The present invention is directed to artesian aquifer place there is provided reasonable, the reliable hydrostatic water table computational methods of one kind, due to field
There is artesian head in ground, after top water proof stratum has been exposed on underground structure or basis, underground flood peak may eminence ground, because
The drawbacks of this is prevented effectively from according to obtained by conventional method, it is to avoid the generation of anti-floating failure accidents.
Brief description of the drawings
Fig. 1 is that underground structure basis is located at artesian aquifer hydrostatic water table signal log sheet.In figure：1. karst contains
The rising water of 2. water barrier of water layer 3. and exposure elevation 4. drill and the first paragraph place of 5. phreatic line of water level elevation 6. and
Hydrostatic water table h1
Embodiment
The invention will be further described with reference to the accompanying drawings and examples, but not as any limitation of the invention.
As shown in figure 1, the present invention is by observing the artesian water water level elevation of hole measurement, outcrop of spring elevation, drawing field
Area, place SEA LEVEL VARIATION linear relationship chart, place hydrostatic water table excursion is determined by SEA LEVEL VARIATION linear graph, integrally under
Building determines that high level is determined between built-up area under hydrostatic water table, piecewise by high level.
Specifically, the step of determining the building anti-uplift ground water level in artesian aquifer place is as follows：
1. formation structure and Geologic Structure Feature are analyzed, pressure-bearing type aquifer water-bearing stratum place refers to be up and down with one
It is the preferably soluble limestone of the property of water-bearing, dolomite distribution of strata area to determine the water proof or weak permeable stratum of thickness, middle part, and pressure-bearing contains
Water layer distributed area is mostly synclinal structure, such as down fold paddy or synclinal basin；
2. analyze place hydrogeological characteristics, artesian water refer to underground water full of up and down between two water barriers can lava contain
In water layer and the underground water with certain head pressure, the solution cavity, molten that underground water is mainly developed by interlayer structure face, concordant
Split and drained from high potential energy area along to oblique core portion to low-potential energy area, contact band with water barrier in soluble water-bearing layer and be often accompanied by ascending-type
Outcrop of spring shows；
3. by observing the water level elevation, bottom artesian water water level elevation, outcrop of spring of hole measurement top phreatic aquifer
Elevation, draws place, place SEA LEVEL VARIATION linear relationship chart；
4. place hydrostatic water table excursion is determined by SEA LEVEL VARIATION linear graph, overall underground structure is determined by high level
Hydrostatic water table；High level is determined between built-up area under piecewise.
The artesian water water level elevation by observing hole measurement, the outcrop of spring obtained according to technical scheme is high
Journey, draws place, place SEA LEVEL VARIATION linear relationship chart, as shown in Figure 1.
In figure：Building basis be placed in above and below in karst aquifer between water barrier, after top water barrier is exposed, place
Phreatic line can be according to drilling water level elevation H1, karst source exposure elevation H2、H3It is determined, determines that method is as follows：Brill
Hole water level elevation H1, karst source exposure elevation H2、H3Project on section, the phreatic line for obtaining place is connected with straight line.
Sloping area segmentation provides the hydrostatic water table in place, each section of this section of hydrostatic water table area level of ground water peak, such as first paragraph
Take h1, second segment takes h2。
Certainly, it is the concrete application example of the present invention above, the present invention also has other embodiments, all using equivalent
Replacement or the technical scheme of equivalent transformation formation, all fall within protection domain of the presently claimed invention.
Claims (2)
1. a kind of building hydrostatic water table obtaining value method suitable for artesian aquifer place, it is characterised in that including following step
Suddenly：By observing artesian water water level elevation, the outcrop of spring elevation of hole measurement, place, place SEA LEVEL VARIATION linear relationship are drawn
Figure, determines place hydrostatic water table excursion, overall underground structure determines anti-floating water by high level by SEA LEVEL VARIATION linear graph
Under position, piecewise hydrostatic water table is determined between built-up area by high level.
2. the building hydrostatic water table obtaining value method according to claim 1 suitable for artesian aquifer place, its feature
It is to comprise the following steps：
1) analysis formation structure and Geologic Structure Feature；
2) analyze place hydrogeological characteristics, artesian water refer to underground water full of up and down between two water barriers can lava water-bearing layer
In and with certain head pressure underground water, underground water mainly by interlayer structure face, concordant develop solution cavity, it is molten split by
High potential energy area is drained along to oblique core portion to low-potential energy area, and band is contacted with water barrier in soluble water-bearing layer and is often accompanied by ascending-type spring
Exposure is shown；
3) by observing the water level elevation, bottom artesian water water level elevation, outcrop of spring elevation of hole measurement top phreatic aquifer,
Draw place, place SEA LEVEL VARIATION linear relationship chart；
4) place hydrostatic water table excursion is determined by SEA LEVEL VARIATION linear graph, overall underground structure determines anti-floating by high level
Water level；Under piecewise hydrostatic water table is determined between built-up area by high level.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710464101.8A CN107227758A (en) | 2017-06-19 | 2017-06-19 | Building anti-floating water level value taking method suitable for confined aquifer site |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710464101.8A CN107227758A (en) | 2017-06-19 | 2017-06-19 | Building anti-floating water level value taking method suitable for confined aquifer site |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN107227758A true CN107227758A (en) | 2017-10-03 |
Family
ID=59936419
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710464101.8A Pending CN107227758A (en) | 2017-06-19 | 2017-06-19 | Building anti-floating water level value taking method suitable for confined aquifer site |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107227758A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111877416A (en) * | 2020-07-31 | 2020-11-03 | 天津泰勘工程技术咨询有限公司 | Method for determining anti-floating defense water level of field based on Mann-Kendall trend analysis |
| CN117493754A (en) * | 2023-12-29 | 2024-02-02 | 济南城建集团有限公司 | Comprehensive determination method for anti-floating fortification water level |
-
2017
- 2017-06-19 CN CN201710464101.8A patent/CN107227758A/en active Pending
Non-Patent Citations (2)
| Title |
|---|
| 兰坚强: "地下水的抗浮设防水位取值及工程实例", 《工程勘察》 * |
| 王新杰等: "《2013海峡两岸地工技术/岩土工程交流研讨会论文集 大陆卷》", 31 October 2013, 知识产权出版社 * |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111877416A (en) * | 2020-07-31 | 2020-11-03 | 天津泰勘工程技术咨询有限公司 | Method for determining anti-floating defense water level of field based on Mann-Kendall trend analysis |
| CN117493754A (en) * | 2023-12-29 | 2024-02-02 | 济南城建集团有限公司 | Comprehensive determination method for anti-floating fortification water level |
| CN117493754B (en) * | 2023-12-29 | 2024-03-08 | 济南城建集团有限公司 | Comprehensive determination method for anti-floating fortification water level |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| Wang et al. | Evolution mechanism of water-flowing zones and control technology for longwall mining in shallow coal seams beneath gully topography | |
| WO2016090883A1 (en) | Stope roof separation layer water disaster advanced forecasting method based on multi-source information integration | |
| WO2016095462A1 (en) | TS-q METHOD FOR EVALUATING FLOOR WATER INRUSH RISK IN DEEP MINE COAL SEAM MINING | |
| RU2730276C1 (en) | Method of water protection/purification by repeated filling of formation destructed by coal mining, iron-containing waste water | |
| CN106593526B (en) | A kind of tunnel geology karst methods of risk assessment based on fuzzy Judgment | |
| Tammetta | Estimation of the height of complete groundwater drainage above mined longwall panels | |
| Saha et al. | Genesis of arsenic‐rich groundwater and the search for alternative safe aquifers in the Gangetic plain, India | |
| WO2019149146A1 (en) | Grading method of mines/mining areas for water-preserved mining | |
| WO2016090882A1 (en) | Method for classifying types of loess gully runoff water disaster caused by mining | |
| CN107227758A (en) | Building anti-floating water level value taking method suitable for confined aquifer site | |
| Zhou et al. | The analysis and control of inrush and mud gushing in the broken rock tunnel under high water pressure | |
| CN105297753B (en) | A kind of determination method of the hydrogeological parameter under water-stop curtain effect | |
| CN107506609B (en) | Method for dividing damage level of ecological environment in coal mining in arid-semiarid region | |
| CN105386430B (en) | A kind of lower water-stop curtain both sides water level method for determining difference of water-stop curtain effect | |
| CN104532849A (en) | Excavation method for foundation pit above operation railway tunnel | |
| Metz | Factors that influence the hydrologic recovery of wetlands in the Northern Tampa Bay area, Florida | |
| Donovan et al. | Mine Flooding History of a Regional Below‐Drainage Coalfield Dominated by Barrier Leakage (1970–2014) | |
| Li et al. | Water inrush mechanism and prevention for thick coal mining under an extremely thick glutenite layer: a case study in the southwest of the Ordos Basin | |
| CN112240213A (en) | Method for grouting, reinforcing and transforming coal mine underground coal seam bottom plate | |
| Fan et al. | The characteristics of grout diffusion in reduce subsidence mining with abscission layer grouting | |
| CN110532628A (en) | A kind of single-point precipitation causes to close on underground utilities Method for Calculating Deformation | |
| Tang et al. | Land subsidence in Liaohe River Delta, China due to oil and gas withdrawal, measured from multi-geometry InSAR data | |
| Miller | Geohydrology and water quality of the valley-fill aquifer system in the upper Sixmile Creek and West Branch Owego Creek valleys in the Town of Caroline, Tompkins County, New York | |
| CN208088268U (en) | A kind of pore pressure gauge perforation device | |
| Dong et al. | Prevention and Control of Mine Water Hazards from Underlying Aquifers |
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 | ||
| RJ01 | Rejection of invention patent application after publication | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20171003 |