Bore Well

Expertise: 

WABCO International are pioneers in bore wells, established in 2002. We are expert in drilling 41/2, 6, 8, 10, 12, 16, 18 dia bore wells with super fast hydraulic rigs and experienced bore well drilling operators

  • 66 Years of Experience
  • Specialized in Deep Bore well
  • DTH, Slow-Rig, Rotary
  • 4 1/2 “, 6″, 8″ 10″, 12″ 16″, 18” Dia Bore wells
  • The hiring of all types of Breaker Hammer and Compressor on the hourly basis
  • We supply all sizes of Decoration and Bore well Pebbles
  • We also do Soil Testing
  • Rain Water Harvesting Scheme
  • (S. Cutting) Side Bore, Horizontal Holes Cutting 6″ to 24″ also done
  • Soil Test by Professionals
  • We undertake Geophysical Survey with Guarantee to Customers before putting bore well by Selecting Suitable Methods
  • We do everything in Bore wells in Highly Professional Method
  • We also do Pipeline Checking in Apartments, Individual Houses / Bungalows
  • We have pile works and Dewater projects also

WABCO International undertakes all types of bore works in all types of soil, it is not only a boring work that the company doing according to the particular feet it also has many features of work as given in the forthcoming paragraphs :

SURVEY  DESIGNING BORE WELL

FIRST STEP :

Before starting the boring work in the particular area, the company will undertake the entire survey of that particular area, type of sand, ground water source and quality of the water.

SURVEY:

When the company bore starts the survey work, they scrutinize the type of the sand and the type of the rock, & the water level. Particularly, if saline water comes the company should distinguish the core composed of plastic rocks and the enclosing rocks surrounding it. Besides, we find a marked difference between the structure of the core and the enclosing rocks. The core bears all the features of the active dislocation of the plastic masses composing it in the upward direction, while the structure of the enclosing rocks reflects only their passive accommodation to the movement of the core. The contours of the core are characterized by a gentle arch and steep lateral surfaces. In the plan the contours of the core are not the same at different depths. In this respect the Romna dome in the Ukraine presents no minor interest. The core of the fold, composed of the Devonian rock salt, in the Upper Cretaceous deposits is elongated in the north – west direction parallel to the strike of the Hercynian structures; in Paleogene deposits the core acquire the rounded contours.

The inner structure of the core is characterized by an exceptionally complicated arrangement. The plastic rocks composing the core are crumpled into narrow and compressed folds. Which can be formed only when the substances is in the state of flowing. Individual inter-layers composing these folds are greatly extended; in place however, they form complex bendings, clusters, and irregular bulges.

They enclosing rock masses at the contact with the core are often fractured and truncated by the plastic rocks of the core. In the proximity of the contact they have a steep form of bedding, often turned upside down or overturned. Numerous ruptures and gliding surfaces are developed within them along which individual members and riders become separated from the rocks that enclose them and follow the core in their dislocation over considerable distances. The said displacement is accompanied by the development of zones of fracture and fault breccias, which attribute to the structure of enclosing rocks in the contact zone complexity of a very high degree. These dislocations soon die out as the core becomes more remote – and at a distance of several hundred meters from the dislocated zone, they usually disappear altogether. Thus, in diaper structures two types of folds coexist : in the active core there is the development of the flow folds, whereas the rocks surrounding the core and subjected to transverse bending.

Above all, the company finds out not only the type of the water, and also the type of the rock and depth of ground water.

PART 2:  FORMS OF ROCK BEDDING:

It is by far not always possible to measure the elements of the bedding of layers with the help of the surveyor’s and diviners report alone. When the cores of boreholes and the walls of mining works are investigated, the measurement of the elements of bedding and water source becomes very often either totally impossible or can be accomplished only approximately.

SKETCH OF THE BOREWELL (or) DESIGNING OF THE BOREWELL:

After the soil test, the company starts the bore work according to the bore type. In this, they are inserting the slotter, only if the company is satisfied with the quality of the water, quantity of the water & the water level. The company is using the pebbles to filter the water from the fine sand also when required. To avoid the soil erosion we use powerful bentonite powder.

Moreover, bore well also get destroyed by the food particles near the bore well, & the dirty water comes inside the bore through the toilet pipes and drainage pipes in rainy seasons. In this situations, our company advising the pros & consequences to all our parties.

3rd  Level :

There are some areas which must undergone re-flushing after six month’s time. Particularly in sandy area when we insert the PVC pipe the holes of the slotter will be in 0.5mm to 1.5mm only. In rainy seasons, small sand particles might cover the slotter holes even after taking necessary steps like pebbles packing near the bore, which might leads to the low water level, and also the destroy the condition of motor and the pump set. In this case, our company is giving free service for 6 months to one year and also undertakes short term and long term before protection.

When aquifers are located very deep underground it is necessary to use a deep bore well for water extraction. Boreholes with 50 mm or 2” diameter will be sunk into the ground as monitoring wells for the measurement of groundwater level and hydrometry. Hydrologists then use the collected data to map the area and size of the aquifer.

When aquifers are suitable for water extraction, a suitable location for the pump installation is chosen and a small diameter deep bore well is sunk into the ground and lined with tubes. Deep bore wells extend tens or hundreds of meters or yards underground and a very small diameter extraction borehole pump is lowered into the aquifer to extract the water. Pumps can be as small as 100 mm or 4” in diameter, but commonly 150 mm or  6” diameter pumps are used. A submersible pressure transmitter will be lowered into the monitoring well or even into the deep bore well for monitoring the level of water and to protect the pump against running dry, if too much water is being extracted.

Hydrologists very commonly use the deep bore wells as monitoring wells to check the effects of the water extraction on the underground water level.

Deep bore wells and special borehole pumps provide water supply to homes or communities where water is scarce. In areas hit by drought, deserts or other areas where there is no natural surface water, deep bore wells can be sunk hundreds of meters into subterranean groundwater to supply fresh water in the most hostile regions.

Bore Well

Expertise: 

WABCO International are pioneers in bore wells, established in 2002. We are expert in drilling 41/2, 6, 8, 10, 12, 16, 18 dia bore wells with super fast hydraulic rigs and experienced bore well drilling operators

  • 66 Years of Experience
  • Specialized in Deep Bore well
  • DTH, Slow-Rig, Rotary
  • 4 1/2 “, 6″, 8″ 10″, 12″ 16″, 18” Dia Bore wells
  • The hiring of all types of Breaker Hammer and Compressor on the hourly basis
  • We supply all sizes of Decoration and Bore well Pebbles
  • We also do Soil Testing
  • Rain Water Harvesting Scheme
  • (S. Cutting) Side Bore, Horizontal Holes Cutting 6″ to 24″ also done
  • Soil Test by Professionals
  • We undertake Geophysical Survey with Guarantee to Customers before putting bore well by Selecting Suitable Methods
  • We do everything in Bore wells in Highly Professional Method
  • We also do Pipeline Checking in Apartments, Individual Houses / Bungalows
  • We have pile works and Dewater projects also

WABCO International undertakes all types of bore works in all types of soil, it is not only a boring work that the company doing according to the particular feet it also has many features of work as given in the forthcoming paragraphs :

SURVEY  DESIGNING BORE WELL

FIRST STEP :

Before starting the boring work in the particular area, the company will undertake the entire survey of that particular area, type of sand, ground water source and quality of the water.

SURVEY:

When the company bore starts the survey work, they scrutinize the type of the sand and the type of the rock, & the water level. Particularly, if saline water comes the company should distinguish the core composed of plastic rocks and the enclosing rocks surrounding it. Besides, we find a marked difference between the structure of the core and the enclosing rocks. The core bears all the features of the active dislocation of the plastic masses composing it in the upward direction, while the structure of the enclosing rocks reflects only their passive accommodation to the movement of the core. The contours of the core are characterized by a gentle arch and steep lateral surfaces. In the plan the contours of the core are not the same at different depths. In this respect the Romna dome in the Ukraine presents no minor interest. The core of the fold, composed of the Devonian rock salt, in the Upper Cretaceous deposits is elongated in the north – west direction parallel to the strike of the Hercynian structures; in Paleogene deposits the core acquire the rounded contours.

The inner structure of the core is characterized by an exceptionally complicated arrangement. The plastic rocks composing the core are crumpled into narrow and compressed folds. Which can be formed only when the substances is in the state of flowing. Individual inter-layers composing these folds are greatly extended; in place however, they form complex bendings, clusters, and irregular bulges.

They enclosing rock masses at the contact with the core are often fractured and truncated by the plastic rocks of the core. In the proximity of the contact they have a steep form of bedding, often turned upside down or overturned. Numerous ruptures and gliding surfaces are developed within them along which individual members and riders become separated from the rocks that enclose them and follow the core in their dislocation over considerable distances. The said displacement is accompanied by the development of zones of fracture and fault breccias, which attribute to the structure of enclosing rocks in the contact zone complexity of a very high degree. These dislocations soon die out as the core becomes more remote – and at a distance of several hundred meters from the dislocated zone, they usually disappear altogether. Thus, in diaper structures two types of folds coexist : in the active core there is the development of the flow folds, whereas the rocks surrounding the core and subjected to transverse bending.

Above all, the company finds out not only the type of the water, and also the type of the rock and depth of ground water.

PART 2:  FORMS OF ROCK BEDDING:

It is by far not always possible to measure the elements of the bedding of layers with the help of the surveyor’s and diviners report alone. When the cores of boreholes and the walls of mining works are investigated, the measurement of the elements of bedding and water source becomes very often either totally impossible or can be accomplished only approximately.

SKETCH OF THE BOREWELL (or) DESIGNING OF THE BOREWELL:

After the soil test, the company starts the bore work according to the bore type. In this, they are inserting the slotter, only if the company is satisfied with the quality of the water, quantity of the water & the water level. The company is using the pebbles to filter the water from the fine sand also when required. To avoid the soil erosion we use powerful bentonite powder.

Moreover, bore well also get destroyed by the food particles near the bore well, & the dirty water comes inside the bore through the toilet pipes and drainage pipes in rainy seasons. In this situations, our company advising the pros & consequences to all our parties.

3rd  Level :

There are some areas which must undergone re-flushing after six month’s time. Particularly in sandy area when we insert the PVC pipe the holes of the slotter will be in 0.5mm to 1.5mm only. In rainy seasons, small sand particles might cover the slotter holes even after taking necessary steps like pebbles packing near the bore, which might leads to the low water level, and also the destroy the condition of motor and the pump set. In this case, our company is giving free service for 6 months to one year and also undertakes short term and long term before protection.

When aquifers are located very deep underground it is necessary to use a deep bore well for water extraction. Boreholes with 50 mm or 2” diameter will be sunk into the ground as monitoring wells for the measurement of groundwater level and hydrometry. Hydrologists then use the collected data to map the area and size of the aquifer.

When aquifers are suitable for water extraction, a suitable location for the pump installation is chosen and a small diameter deep bore well is sunk into the ground and lined with tubes. Deep bore wells extend tens or hundreds of meters or yards underground and a very small diameter extraction borehole pump is lowered into the aquifer to extract the water. Pumps can be as small as 100 mm or 4” in diameter, but commonly 150 mm or  6” diameter pumps are used. A submersible pressure transmitter will be lowered into the monitoring well or even into the deep bore well for monitoring the level of water and to protect the pump against running dry, if too much water is being extracted.

Hydrologists very commonly use the deep bore wells as monitoring wells to check the effects of the water extraction on the underground water level.

Deep bore wells and special borehole pumps provide water supply to homes or communities where water is scarce. In areas hit by drought, deserts or other areas where there is no natural surface water, deep bore wells can be sunk hundreds of meters into subterranean groundwater to supply fresh water in the most hostile regions.