Difference between revisions of "Groundwater development techniques"

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[[Africa Groundwater Atlas Home | Africa Groundwater Atlas]] >> [[Additional resources | Resource pages]] >> Groundwater Development Procedures
 
  
  This page is still in development - please check back soon for updates.
 
 
 
==What does groundwater development involve?==
 
 
Developing groundwater for water supply can involve various different activities, depending on the hydrogeological environment, how much groundwater is needed and what it will be used for. It is usually also important to develop groundwater sources '''sustainably''', so that the groundwater resource is protected and maintained for future supplies.
 
 
At its simplest, groundwater flowing naturally from a spring can be directly tapped with very little effort, although protecting that spring, so that the water doesn't become polluted, can be more difficult. In another simple example, where groundwater levels are shallow and the aquifer is easy to dig through (e.g. sand or gravel), hand dug wells can be quite easily constructed to allow groundwater to be abstracted - but again, protecting the groundwater in the well from pollution can be more difficult.
 
 
Where the aquifer and/or groundwater levels are deeper, or the aquifer can't be easily dug through by hand, developing groundwater resources is more complicated. It is likely to need some kind of mechanical drilling - either manual drilling, or using a drilling rig.
 
 
In areas where the aquifers are all permeable and productive, water boreholes can often be drilled just about anywhere. But in areas with low permeability and/or complex aquifers, or where there are groundwater quality issues, new boreholes and wells must be sited and designed carefully if they are to be successful. To do this, it's important to understand how groundwater exists and behaves in the area.
 
 
===Stages in a groundwater exploration programme===
 
 
The main stages of a groundwater exploration programme - which will allow you to assess and sustainably develop groundwater resources - are summarised in the table below, with an indication of costs. Some more detail on each stage is given in the sections below, but this page is not a comprehensive guide to groundwater development. Many other resources are available which do provide detailed guidance and support for groundwater exploration and development, and some of these are listed at the bottom of this page, under '''Links to more information'''.
 
 
{| class = "wikitable"
 
|+ Stages of groundwater exploration and an indication of the costs of each
 
|'''Stage'''||''' Notes on costs'''
 
|-
 
!colspan="4"|[[Siting Boreholes | Siting Boreholes]] or Wells
 
|-
 
|[[Siting Boreholes:Reconnaissance | '''Reconnaissance''']]: gathering maps and information (e.g. from existing reports, academic papers etc) on geological and hydrogeological conditions. This is an essential first step for understanding groundwater resources.
 
||A one-off cost: several weeks time of a project staff member or consultant. If new data have to be bought or generated (e.g. from satellite images or field mapping), costs will increase, but not prohibitively so.
 
|-
 
|'''Hydrogeological fieldwork''': making field observations of the local geology (e.g. from rock exposures or chippings/cuttings from any local hand-dug wells or previously drilled boreholes); hydrogeology; and existing water sources (both dry and wet season sources), and gathering relevant information from discussions with the local community: e.g. how much do existing sources yield; do yields fall or dry up in the dry season; are there water quality problems? Also observe any local pollution sources, such as pit latrines, burial grounds, cattle pens or market areas. This should be done by someone experienced (e.g. who has developed boreholes in this area, or similar areas, before).
 
||Requires a well-trained engineer or hydrogeologist to visit the area.
 
|-
 
|[[Siting Boreholes | '''Geophysical surveying''']]: e.g. resistivity or electromagnetic (EM) techniques. Must be combined with reconnaissance data and hydrogeological fieldwork. It is important to analyse geophysical data correctly so that it gives good information. Investment in training staff is often beneficial.
 
||Geophysical equipment varies in price, but for a single technique (eg resistivity) is generally less than $US20 000. A well-trained geophysics team will need to spend at least 1 day in each area targetted for a new borehole.
 
|-
 
!colspan="4"|[[Borehole Drilling | '''Borehole Drilling''']]
 
|-
 
|[[Borehole Drilling | '''Collecting information during drilling''']]: gathering information on geology (e.g. from logging drilled rock chips and measuring penetration rates) and hydrogeology (e.g. from water strikes). Borehole drilling is a unique opportunity to collect useful geological and hydrogeological data from deep underground - data that are not otherwise available.
 
||A well-trained hydrogeologist or engineer should be onsite during drilling to supervise the drilling and collect good data.
 
|-
 
!colspan="4"|Borehole Testing
 
|-
 
|[[Assessing Borehole Yield |'''Assessing source yield''']]: in most cases, this means assessing the sustainable yield of a borehole or well by carrying out a pumping test. For springs, it may mean measuring spring flow in different seasons. It is important to measure how much the source will yield sustainably in order to know how many people it can serve.
 
||A well-trained hydrogeologist or engineer is needed to carry out a pumping test, and normally they need at least 1 day per borehole. For higher yielding boreholes, an electric pump and generator are likely to be needed.
 
|-
 
|[[Assessing Water Quality'''Assessing water quality''']]: measuring the most important chemical and biological parameters that can impact human health.
 
||Some parameters can be measured quickly in the field using relatively simple equipment, but most need to be collected and sent to a laboratory. A well-trained field technician may be needed to carry out sampling.
 
|}
 
 
==Types of groundwater sources==
 
 
Groundwater can be abstracted from the ground in different ways. Many resources are available to support the choice of which abstraction method  to use in different environments - there are some references at the bottom of this page.
 
 
Groundwater is most often accessed through '''springs''', '''hand-dug wells''', or drilled '''boreholes'''. (Drilled boreholes are also sometimes called wells!).
 
 
* '''Springs''' are natural flows of groundwater from the underlying rock or unconsolidated sediment. Springs are dependent on the characteristics of the rocks, and their nature and yields are hugely variable. They often occur in specific hydrogeological environments. Because they are open at their source, springs are vulnerable to contamination. No equipment is needed to make a spring, but springs can be improved and made less vulnerable to contamination and drought by various developments, such as constructing a collection tank to store spring water, and installing a protective cover over the spring head.
 
 
* '''Hand-dug wells''' have been dug to access groundwater for thousands of years. They can only be dug in soft material, such as unconsolidated sediment like sand and gravel, weathered basement, or limestone. They are only appropriate where the groundwater level (water table) is shallow. They are usually less than 20 m deep and 1–2 m in diameter, but can be wider and much deeper. Little or no specialised equipment is needed to construct a well – just something to dig with, and a way of removing the spoil. Wells often need to be lined to keep them open, using materials like brick, stones, concrete rings or even lorry tyres. Open wells are vulnerable to contamination from the surface, and can be improved by installing a concrete apron around the top. Wells have large storage, which helps make them less vulnerable to drought, but because they typically tap only shallow groundwater, they can dry up in dry seasons or longer droughts.
 
 
* '''Boreholes''' are narrow diameter tubes drilled into the ground, usually vertically. Boreholes are also called tube wells or simply wells. They can be drilled more quickly and go deeper than hand-dug wells, and so can tap deeper, often more sustainable groundwater; they can be drilled though hard rocks and they can be more easily protected from contamination. There are many different techniques for drilling boreholes, some of which are more suited to certain hydrogeological environments. Usually, a motorised drilling rig is used, operated by specialist drillers. There are also manual drilling techniques.
 
 
Other, less common ways of accessing groundwater are by:
 
* '''Collector wells''', which are vertical boreholes or wells modified by drilling horizontally out radially below the water table to increase the collection area for groundwater into the central well, from where water is abstracted. They are often constructed in alluvium, next to ephemerally dry ('sand') rivers, with the horizontal radials drilled into the river bed deposits; or in weathered basement.
 
* '''Infiltration gallery''', which is a horizontal trench or drain dug below the water table to abstract shallow groundwater, usually from unconsolidated alluvium, including sand rivers, or windblown deposits. The trench drains into a sump from where water is abstracted. The gallery may have to be lined to keep it open.
 
* '''Qanats''', which are an ancient method of tapping and transporting groundwater in many parts of North African and the Middle East. A qanat comprises a mother well, often in alluvial deposits at the edge of a mountain range, and a gently inclined covered, underground channel which allows groundwater to flow downhill to a village.
 
 
===Drilling boreholes and wells===
 
 
====Drilling with a rig====
 
 
Most drilling methods use a motorised drilling rig (a different method is manual drilling - see next section). There are different types of drilling rig and methods of drilling, and these should be chosen to suit the local hydrogeology. The main types are cable tool percussion (also known as shell and auger), and rotary drilling. Rotary drilling can be air flush, sometimes with down-the-hole hammer; mud flush; or reverse circulation. Some more detail is available in [http://nora.nerc.ac.uk/501046/ MacDonald et al. (2001)].
 
 
====Manual drilling====
 
 
Manual drilling is an approach that is appropriate in some hydrogeological environments, particularly in shallow unconsolidated aquifers with shallow water tables. It can reduce drilling costs and increase cost-effectiveness of groundwater development programmes. Manual drilling methods are being used to provide water for drinking and other domestic needs in at least 36 countries around the world, and in some places are already well established.
 
 
UNICEF has worked with a range of partners to develop a toolkit for African countries wishing to embark on the [https://www.unicef.org/wash/files/1._Proffessionalizing_Manual_Drilling_lo_res.pdf professionalisation of manual drilling]. This toolkit includes technical notes and technical manuals, advocacy materials, case studies, and implementation and training manuals for manual drilling. There is also a series of [http://www.unicef.org/wash/index_54332.html maps]showing areas suitable for manual drilling in 12 countries in West Africa, and a report on the mapping methodologies used.
 
 
The Rural Water Supply Network (RWSN) has produced a [http://www.rural-water-supply.net/en/resources-top/details/653 Manual Drilling Compendium], which provides a useful overview of the impacts and challenges of manual drilling, and support for improving practices on the ground.
 
 
====Collecting data during drilling====
 
 
Whichever drilling technique is used, a very important part of successful groundwater development is collecting data during drilling. Drilling is usually the only opportunity to look below the ground and find out what the geology and hydrogeology is at depth, where it is usually hidden. One of the main aims is to identify groundwater-production zones at depth in the geological sequence – at what depths is groundwater found? Data on the local geology is also invaluable for developing understanding.
 
 
The following list is a summary of activities that should be carried out for good practice in drilling data collection:
 
 
* a logbook should be kept with notes of drilling activities and what data are collected.
 
 
* the borehole should be flushed clear of cuttings at the end of every sampling interval (e.g. every 1 m or every drill rod) and an accurate sample of drill (rock) cuttings/chippings collected for observation.
 
 
* rock chip samples should be washed and logged (described)consistently: e.g. rock type, colour, texture,
 
 
* information should be recorded in the logbook on: the penetration rate of drilling (how long it takes to drill a given interval, e.g. every 1 m or every drill rod); breaks or irregularities in drilling observed or reported by the driller; water strikes and/or flows; and dust production.
 
 
* if possible, water conductivity (SEC) should be measured at regular intervals/depths during drilling, to observe any changes.
 
 
* an initial estimate of potential borehole yield should be made during airlifting (removing rock chippings) at the end of drilling. This can help assess if the borehole is likely to be productive enough to be worthwhile installing screen and casing, and what size of pump to use for a pumping test (see next section).
 
 
===Testing the yield of a groundwater source===
 
 
There are different ways of testing the yield of a borehole or well to assess how much it can sustainably provide, but they all involve measuring the maximum pumping rate that can be sustained for a reasonable drawdown of the water level (i.e., so that the water level stays above the pump intake). The following is a brief summary, and more detail is available in [http://nora.nerc.ac.uk/501046/ MacDonald et al. (2001)] and [https://www.bgs.ac.uk/africaGroundwaterAtlas/atlas.cfc?method=ViewDetails&id=AGLA500019 MacDonald et al. (2005)].
 
 
An initial estimate of borehole yield can be made when the borehole is airlifted after drilling, but this is a very approximate method. It gives no information about water level drawdown in the borehole, and therefore no information about the sustainable yield. However, it can indicate whether a borehole is likely to be productive enough to be worthwhile installing screen and casing, and what size of pump to use for a pumping test.
 
 
A short, simple pumping test that is suitable for a relatively low yielding borehole capable of supplying enough water for a hand pump for 250 people, is a bailer test. Water is removed from the borehole with a bailer of known volume for a short time – e.g. 10 minutes – and the water level is measured as it recovers, usually for about 30 to 60 minutes. The equipment needed is a 20 m rope; a stopwatch; a water level dipper; and one or preferably two simple bailers that will fit freely down the borehole. The results can be analysed using sound theoretical principles. The procedure for carrying out and analysing a bailer test is given in [http://nora.nerc.ac.uk/501046/ MacDonald et al. (2001)].
 
 
For higher yielding boreholes, a constant rate test using an electrical pump should be carried out. This involves pumping the borehole at a constant rate for a certain period – usually at least 3 hours – and measuring the change in water level in the borehole during pumping and after pumping stops, as the water level recovers. The test results are analysed to give information about aquifer transmissivity – a measure of how easily groundwater can flow through the aquifer. A constant rate test requires a water level dipper and stopwatch, and an electrical pump of suitable size to match the potential borehole yield. A procedure for carrying out and analysing a constant rate test is given in [http://nora.nerc.ac.uk/501046/ MacDonald et al. (2001)].
 
 
===Abstracting groundwater===
 
 
Groundwater can be abstracted from boreholes and hand-dug wells by traditional methods (buckets, etc), by hand pumps, or by mechanical (e.g. diesel) or electrical submersible pump. Mechanical or electrical pumps are most appropriate for higher yielding wells or boreholes. Most rural water supply boreholes and wells in Africa are installed with hand pumps. There are many different types of hand pump, and the choice of which to use will depend on national standards, ease of maintenance and local expertise, availability of spare parts, the depth of water lift required, the groundwater chemistry (mild steel can corrode), and cost. RWSN provides many resources on [http://www.rural-water-supply.net/en/search?searchword=handpump&searchphrase=all hand pumps], including technical manuals and a number of discussion documents on practice and policy.
 
 
===Assessing groundwater quality===
 
 
The quality of groundwater is almost as important as the yield of a source. In most cases, groundwater from a properly constructed borehole is of good quality and suitable for drinking without any treatment, but some natural elements and pollutants can make groundwater smell or taste unacceptable, or even make it harmful to health. Testing the chemical and bacteriological quality of groundwater is therefore always a good idea. The World Health Organisation sets [http://www.who.int/water_sanitation_health/publications/dwq_guidelines/en/ guidelines for drinking water quality].  A brief introduction to groundwater quality issues and measurement can be found in [http://nora.nerc.ac.uk/501046/ MacDonald et al. (2001)]. Some more background on groundwater quality, particularly related to Africa, is in the [[Groundwater quality in Africa | Groundwater quality]] resource page.
 
 
==Links to more information==
 
 
Danert, K. 2015. [http://www.rural-water-supply.net/en/resources-top/details/653 Manual Drilling Compendium 2015]. RWSN Publication 2015-2, Skat, St Gallen, Switzerland.
 
 
Danert, K. 2015. [http://www.rural-water-supply.net/en/resources-top/details/656 Chad’s Growing Manual Drilling Industry]. , Skat Foundation, St Gallen, Switzerland.
 
 
MacDonald, A M, Davies, J, and Ó Dochartaigh, B É. 2001. [https://www.bgs.ac.uk/africaGroundwaterAtlas/atlas.cfc?method=ViewDetails&id=AGLA000031 Simple methods for assessing groundwater resources in low permeability areas of Africa]. British Geological Survey Commissioned Report, CR/01/168N.
 
 
MacDonald, A M, Davies, J, Calow, R, and Chilton, J. 2005. [https://www.bgs.ac.uk/africaGroundwaterAtlas/atlas.cfc?method=ViewDetails&id=AGLA800061 '''Developing groundwater: a guide for rural water supply''']. ITDG Publishing, NERC 2005. ''This book is a comprehensive manual for how to develop groundwater for rural water supply, based on extensive experience in Africa. Each chapter of the book can be freely downloaded from the [https://www.developmentbookshelf.com/doi/book/10.3362/9781780441290 '''Practical Action Publishing'''] website.''
 
 
MacDonald, A M, and Calow, R C. 2009. [http://nora.nerc.ac.uk/8460/  Developing groundwater for secure rural water supplies in Africa]. Desalination, 248 (1-3), 546-556. doi: 10.1016/j.desal.2008.05.100
 
 
World Health Organisation. 2011. [http://www.who.int/water_sanitation_health/publications/dwq_guidelines/en/ Guidelines for drinking-water quality, 4th edition]. ISBN: 978 92 4 154815 1
 
 
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Latest revision as of 17:07, 7 May 2019