Groundwater Engineering is an international company that specializes in dewatering, groundwater control, and water well engineering for construction, mining, and oil and gas clients. The document defines dewatering as pumping from wells or sumps to lower groundwater levels and allow excavations below the water table. It describes commonly used dewatering techniques like sump pumping, wellpoints, deepwells and eductor wells. Less common techniques including horizontal wellpoints, relief wells, artificial recharge and groundwater remediation are also outlined.
Loose granular sand deposits formed during the land reclamation process are vulnerable to
liquefaction upon imparting seismic forces. These loose granular sand fills could encounter
bearing failures or compress beyond tolerable limits under static and dynamic loads
Loose granular sand deposits formed during the land reclamation process are vulnerable to
liquefaction upon imparting seismic forces. These loose granular sand fills could encounter
bearing failures or compress beyond tolerable limits under static and dynamic loads
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of diversion headwork- Causes of failure of structure on pervious foundation- Khoslaâs theory- Design of concrete sloping
glacis weir.
Inadequate Stability or Strength
Loss of binding action
Loss of base course materials
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Use of inferior materials and crushing of base course materials
Lack of lateral confinement for the granular base course.
Rapid urban and industrial growth demands more land for further development, to meet this demand land reclamation and utilization of unsuitable and environmentally affected lands have been taken up and converted to useful ones by adopting one or more Ground Improvement Techniques
this presentation describes in details the sinking operation of well foundations in different conditions and situations. the content here is suitable only for basic knowledge and educational purposes.
Dewatering is a term to describe the removal of groundwater or surface water from for example a construction site. In construction the water is pumped from wells or sumps to temporarily lower the groundwater levels, to allow excavation in dry and stable conditions below natural groundwater level.
Types- selection of the suitable site for the diversion headwork components
of diversion headwork- Causes of failure of structure on pervious foundation- Khoslaâs theory- Design of concrete sloping
glacis weir.
Inadequate Stability or Strength
Loss of binding action
Loss of base course materials
Inadequate wearing course
Use of inferior materials and crushing of base course materials
Lack of lateral confinement for the granular base course.
Rapid urban and industrial growth demands more land for further development, to meet this demand land reclamation and utilization of unsuitable and environmentally affected lands have been taken up and converted to useful ones by adopting one or more Ground Improvement Techniques
this presentation describes in details the sinking operation of well foundations in different conditions and situations. the content here is suitable only for basic knowledge and educational purposes.
Dewatering is a term to describe the removal of groundwater or surface water from for example a construction site. In construction the water is pumped from wells or sumps to temporarily lower the groundwater levels, to allow excavation in dry and stable conditions below natural groundwater level.
Dewatering involves controlling groundwater by pumping, to locally lower groundwater levels in the vicinity of the excavation. The simplest form of dewatering is sump pumping, where groundwater is allowed to enter the excavation where it is then collected in a sump and pumped away by robust solids handling pumps.
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A Memorandum of Association (MOA) is a legal document that outlines the fundamental principles and objectives upon which a company operates. It serves as the company's charter or constitution and defines the scope of its activities. Here's a detailed note on the MOA:
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Registered Office Clause: It specifies the location where the company's registered office is situated. This office is where all official communications and notices are sent.
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Binding Authority: The company and its members are bound by the provisions of the MOA. Any action taken beyond its scope may be considered ultra vires (beyond the powers) of the company and therefore void.
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2. Company Profile
Groundwater Engineering is an international company specializing in
dewatering, groundwater control and water well engineering for
clients in the construction, mining and oil & gas industries
Backed by decades of industry experience and technical expertise we
are committed to providing our clients with high quality and costeffective solutions to their groundwater problems based on offering
services in:
⢠Contracting
⢠Consultancy
⢠Equipment sales and rental
www.groundwaterinternational.com
3. Synopsis
⢠Definition of dewatering
⢠Surface water control
⢠Widely used dewatering techniques
⢠Less commonly used dewatering techniques
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4. Definition of Dewatering
⢠Dewatering is the term for the control of
groundwater by pumping. On construction sites it
may be known as âconstruction dewateringâ.
The method is also used on mine sites â
âmine dewateringâ
⢠The process of dewatering can be defined as â
pumping from wells or sumps to temporarily lower
groundwater levels, to allow excavations to be made
in dry and stable conditions below natural
groundwater level
www.groundwaterinternational.com
5. Definition of Dewatering
As an alternative to groundwater control by pumping, physical
cut-off walls can be installed around a site to exclude
groundwater from the site
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6. Surface Water Control
Surface water must also be controlled:
Sources of surface water
⢠Rainfall
⢠Construction operations (e.g. concreting, washing of plant)
⢠Seepage through cut-off walls
Detrimental effects of poorly-managed surface water
⢠Risk of localised flooding
⢠Softening of soil exposed in excavation
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7. Methods of Surface Water Control
Source control
⢠intercept run-off before it reaches the excavation
⢠prevent unnecessary generation of water in the excavation
⢠collect water as soon as it reaches the work area (or before!)
Water collection
⢠French drains to intercept run off
⢠collector drains and sumps
⢠pumping systems (keep it simple!)
Water treatment
⢠solids removal (settlement tanks, Siltbusters)
www.groundwaterinternational.com
10. Sump Pumping
⢠Water is collected in deeper parts of the excavation (called
sumps) and pumped away
⢠Simple and cheap method of dewatering in favourable ground
conditions
⢠Limited to use in relatively coarse soils or fissured rock â if
used in fine grained soils can lead to erosion and loss of fines
with the risk of resulting instability
⢠The sump takes up space within an excavation
⢠Can lead to water pollution problems due to silt-laden water
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13. Wellpoints
⢠A line or ring of small diameter shallow wells (called wellpoints)
installed at close spacing (1 to 3 m centres) around the excavation.
⢠Commonly used for dewatering of pipeline trenches
⢠Can be a very flexible and effective method of dewatering in sands
or sands and gravels
⢠Drawdown limited to 5 or 6 m below level of pump due to suction
lift limits
⢠Individual wellpoints may need to be carefully adjusted
(âtrimmingâ)
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15. Deepwells
⢠Wells are drilled at wide spacing (10 to 60 m
between wells) to form a ring around the outside of
the excavation
⢠An electric submersible pump is installed in each
well. Drawdown limited only by well depth and soil
stratification
⢠Effective in a wide range of ground
conditions, sands, gravels, fissured rocks
www.groundwaterinternational.com
17. Eductor Wells
⢠Effective in stabilising fine soils (silts, silty sands) by
reducing pore water pressures
⢠Wells are drilled around or alongside the excavation
⢠Suitable when well yields are low. Flow capacity 30 to 50
litres/min per well
⢠Drawdown generally limited to 25 to 30 m below pump
level
⢠Vacuum of 0.95 Bar can be generated in the well, making
this very effective in low permeability soils
www.groundwaterinternational.com
20. Horizontal Wellpoints
⢠Perforated drainage pipe, typically laid subhorizontally by specialist trenching machine and
surrounded by gravel filter media
⢠Used to dewater for pipeline trenches or to drain
large shallow excavations
⢠Pumped by wellpointing pumps. Drawdown limited
to 5 or 6 m below level of pump due to suction lift
limits
www.groundwaterinternational.com
22. Relief Wells
⢠Relief wells are used to form preferential vertical
flow paths to relieve water pressures in confined
aquifers beneath an excavation
⢠Water flows upward into the excavation and is
collected in a drainage blanket and sumps and
pumped away
⢠Commonly used to prevent heave or uplift of the
base of excavations
www.groundwaterinternational.com
24. Artificial Recharge
⢠Artificial recharge involves re-injecting or re-infiltrating
the discharge water into the ground
⢠Can be used to reduce external drawdowns around a
dewatering system. This is sometimes necessary to
reduce ground settlements in compressible caused by
effective stress increases
⢠Also sometimes used to help protect groundwater
resources by reducing net abstraction from the aquifer â
used in aquifers which are important sources of public or
private water supply
www.groundwaterinternational.com
26. Groundwater Remediation
⢠Dewatering technologies may used as part of the
remediation strategy on contaminated sites
⢠Pumping from wells may be used to manipulate
hydraulic gradients to control the migration of
contaminated groundwater
⢠The pumped groundwater will require treatment to
remove contamination prior to discharge
www.groundwaterinternational.com
27. Thank you for your attention!
Seb Fisher
Managing Director, Groundwater Engineering
sf@groundwaterinternational.com
January 2014
www.groundwaterinternational.com