You may login with either your assigned username or your e-mail address.
The password field is case sensitive.

Borewell Rehabilitation - Siting a new one - Help Needed! Bangalore

We have 2 bore wells in our apartment complex. Both of them seems to have dried up - one 6 months back and the other a week back.

Some people suggested to go for camera testing to make sure that these bore wells are really dried (we already tried stone drop method). In case these are dried up we need to go for new bore well drilling.

We are looking for a reliable vendor. We got some quotations from some private vendors but not sure how to judge them. The prices seems to vary a lot atleast for camera testing and hydro fracturing.

In our area (Bellandur, Bangalore) the water level seems to be quite deep. The borewells in our apartment are around 550ft deep (which we need to test) but in neighboring apartments most of the borewells are more than 800ft deep.

Any techinical specifications that we need to ask from these vendors like:

1. Video testing: Are there different in types lke resolution?
2. Hydro fracturing: Like max depth that can be treated; max water pressure,
3. Drilling: What type of drill m/c suitated for such deep digging
4. Casing type?
4. Any other information like making of chamber etc.?

Also could you please suggest a good electrical resistivity surveyer?

Thanks a lot for supprt,

Best Regards,

Pradeep

Tags:

Comments

1. Borewell Rehabilitation - Siting a new one

Dear Sir,

 

I am sorry to learn that the two bore wells in your premises / apartment went dry.  Your neighbours bore well are deeper around 800 feet. This might have come up about a couple of years back.  It looks that in your area the water yielding zone is much below than your both the bore wells level and you could not reach to that depth to tap the ground water as your neighbours had tapped.  you should also try to reach your neighbours depth level by either deepening your bore well or taking up a new one.

In Bangalore there are many consulting Hydro-geologist / firms who can assess and help you. You can contact AFPRO Field unit at Bangalore or Geoservices at Hyderabad who have deep probing equipment to assess the water availability or other wise at that of about 800 to 900 feet.  However being an inhabitant area and too in an apartment complex it is very difficult to spread the cable to conduct the resistivity investigation. However by conducting shallow spread studies and correlating their findings with the nearby drilled and successful bore wells they may be able to help you in finding a new spot for drilling bore well or to deepen the existing bore well.    

An experienced Hydro-geologist or Geophysicist is most advisable.  You can enquire with the local drillers or pump distributors and get a able consultant if you or unable to locate the above.

Further below I have pasted your queries and try to answer your doubts. 

Any techinical specifications that we need to ask from these vendors like:


1. Video testing: Are there different in types lke resolution?

   What for you are going to do the video testing.  Is it to find out water available in your bore well or based on the video graph are you going to obtain a new site for drilling bore well.

    Please note that video graph or camera test are useful only to ascertain the type of formation and sequences of the strata you encounter and in the water column also you can take the video to analyse and reassess the formation details.  It is used in problematic wells to find out the cracks and fractures and its depth so as to do ascertain the packer installation depths for hydro fracturing or blasting.

It is useful in solving some well construction problems where it will be difficult without the data of the strata structures.  As your bore wells are almost dry it will be of no use and hence I honestly feel that it is wasteful exercises and going to cost extra expenditure on you.

 
2. Hydro fracturing: Like max depth that can be treated; max water pressure,

       This is useful when the neighbouring area holds water and your bore went dry provided your bore well also had reached the same depth or more than that of your neighbours.  As your bore well have much lower depth level and it looks from the provided information that the water yielding zones are below your present bore well depth levels this is not going to provide you any positive result and hence it is not advisable.

 

3. Drilling: What type of drill m/c suitated for such deep digging.

This is a site specific one and normally in your area DTH rigs with high pressure capacity can negotiate up to the required depth.  There are bore well companies in Bangalore who have the deep drilling rigs and you can find one.  Also you can ask your neighbours and use the same type of rig in your case also. 

4. Casing type?

This is also site specific.  However what ever the depth level neighbours have provided the casing you can also provide and whatever the type of casing provided by your neighbour you can also adopt..  It is easy and you need not analyse the pros and cons, because a successful models of numerous events / bore wells are already established and follow the same model by logic. 
4. Any other information like making of chamber etc.?

       Whatever the system you have already adopted in earlier days same system may continue unless otherwise additionality is required.  In that case you have to sit with a water supply engineer and design a new one for you.

 

Further I would advise you to use the dry bore wells as recharge wells.  All the rain water that run off from your complex can be collected and guided and distributed to the two bore wells.   In the long run this will help your proposed new bore wells and your neighbouring bore wells to get prolonged water supply in dry season.  This will over the years will or can enhance the level of the general ground water table and the future generation will be thankful to your act.

 

With best of wishes,

A. Raja Mohamed Ambalam

Geophysicist

Coastal energy Pvt Ltd - Chennai.

bismi1234786@gmail.com; 09443619352

A. RAJAMOHAMED AMBALAM GEOPHYSICIST COASTAL ENERGY Pvt Ltd, CHENNAI +919443619352

2. Dear Pradeep, Since both the

Dear Pradeep,

Since both the bore wells were working for some time. Hence, I would advise you to first undertake roof water harvesting and, if the land space is available, then run off water harvesting, before going for expensive steps of video pictures or hydro fracturing. Bangalore has adequate rain fall and also experts in water harvesting. The foremost amongst them is Mr. S. Vsihwanath, who can be contacted through the India Water Portal.

I would recommend construction of a Water Harvesting trench, with filter bed at the bottom, in proximity of each of the bore well.

As you have mentions existence of deeper bore wells in adjacent apartment blocks. This suggests possible capture of their sub surface water endowment, as a possible cause for the sequential drying of the two bore wells in his apartment’s area.

With regards,

Ramesh Athavale

Formerly Director Grade Scientist

National Geophysical Research Institute

Hyderabad

 

3. Dear Sir, Thanks a lot for

Dear Sir,

Thanks a lot for your detail guidance. I really appreciate this. This will help us a lot.

We will definitely follow your advice to use the dry bore wells as recharge wells. Actually we are already investing to make our  ground recharging system better. The original recharging system provided by the builder does not seem to be good enough.

Best Regards,
Pradeep

4. Dear Raja Mohamed and Ramesh

Dear Raja Mohamed and Ramesh Sir,


Thanks again for all the valuable feedback and contacts. Now I have a very specific question.


We have another bore well which had also become dry and abandoned 2 years back. However, now there is water in this bore well. A local driller told us that it is quite possible that this bore well now got water source because many other bore wells came up in this area at the same level and somehow some sources got connected. The bore well is 1000ft deep. We tried to do camera testing for this bore well. However, we found a suspended obstruction at 408 feet. We can see openings on both side of this obstruction but camera person was afraid of taking the camera further down.


Here is what we found till 408 feet:
Casing depth: 150 ft.
Boulder Gap : 158 ft
Water source:– 162 ft
Water Sources(boulder gaps) : 165, 186, 219 and 402 ft
Water static level – 404
Suspended obstruction: 408 ft


Now the driller-person suggesting to "Rod flushing" which needs drilling machine and seems to quite expensive (~Rs 25000/=).


Do you see any chance that this borewell could be useful?
Does it make sence to revive this?
What could be best way revive this?


Thanks & Best Regards,
Pradeep

5. Camera testing

Dear Sir,

Flushing the bore well is one of the solution.  You should have done this before th camera testing.  Not only you will come to know about the obstruction is due to some external activities or is it due to caving in in that zone due to pushing of nearby under ground conduit that got activated due to feeding from some sources that erupted due to deep bore well activities.  This previously dry conduit might have got connection because of the feed from deep seated fracture conduit and the hydrostatic pressure might have spread to the conduit also like smoke escaping where ever it finds the opening.

However the camera shot or video have to scanned again by specialist IT known and confirm the width of the crack.

Any how you can flush it see the pressure of the output.  If the yield, may be about 2 inches, as that being normally get reported by drilling crew that is about 250 LPM, which depends up on the source depth may suffice your demand.  This would avoid drilling of new bore well and considerable amount can be saved.  Bur your earlier narration show up to 550 depth, no water and hence your flushing should reach the entire depth of 1000 or near to 1000 feet.  If flushing becomes a failure that it is your own risk.  It is only the chance and probable suggestion but worth. 

Please employ a high pressure rig for this services.

 

With best wishes,

A. Raja Mohamed Ambalam

Geophysicist

Coastal Energy pvt Ltd Chennai

 

A. RAJAMOHAMED AMBALAM GEOPHYSICIST COASTAL ENERGY Pvt Ltd, CHENNAI +919443619352

Post new comment

The content of this field is kept private and will not be shown publicly.
CAPTCHA
This question is for testing whether you are a human visitor and to prevent automated spam submissions.

Arghyam

6.22-2011.07.01-06